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Home My WebLink About1.0 ApplicationGARFIELD COUNTY Building & Planning DePartment 1OB 8th Street, Suite 401 Glenwood SPrings, Colorado 81601 i"f "pntn", erc.-g+S.AZ1 2 Facsi m i le : 970'384' 3470 www.qarfield-countv. com j,Alt I I7C1fi ., :., ,'Y ,ir';' ' i' .' ,l, r,j: iil::i- ,' ; " ; "\r't'- 0- T NoLCAPAPEMNTPLOEVEDNLAIooPDLF GENERAL INFORMATION (Please print legibly) F Name of ProPertv Owner:TCI Lane Ranch LLC . 401 Tree Farm Drive Telephone:970-963-L52LF Mailing Address > City Carbondale State: co Zip Code: 81623 Cell: (-) - jon@ landWESTcolorado.com FAX: (- )970-963-1527F E-mail address: >N lan Drexel, Barrell & Co. ATTN: Jim Brzostowicz 1800 38th Street Telephone:303-442-4338P Maiting Address 303-819-4582 P City:Boulder State: co Zip Code: 80301 Cell: (-) . jbrzostowicz@drexelbarrell'com FAX 303-442-4373F E-mail add ) Description of Request: _Froodplain Development permit for fiil of residentiar rot and construction of -- r- pedestrian bridge over Roaring Fork' ) Street Address / General Location of Property South side of SH82 East of CR 100 F Legal DescriPtion See attached ) Assessor's Parcel Number: -2391-311-00-033 ) Existing Use:Agricultural/Farm Residence F PropertY Size (in acres)100 Zone District:PUD Lasf ReYrsed 1n/09 LEGAL DESCRIPTION - TCI LANE.RANCH. A TRACT oF IAND SITUATED lN LoTS 8, 9 AND 10 oF SEcTtoN 31AND lN LoTS 5 AND 13 oF sEcTloN 32, ALL lN, ToWNSHIP 7 soUTH, RANGE 87 WEST oF THE 6th PRINCIPAL MERIDIAN,GARFIELDcoUNTY,coLoRADo,LYINGSoUTHERLYoFANDADJACENTTo THESoUTHERLYRIGHT-oF-WAYLINEoFoLDSTATEHIGHWAYNo.32ANDBEING MoREPARTICULARLYDESCRIBEDASFOLLOWS:BEGINNiNGATAPotNToNSAID SOUTHERLY RIGHT-OF-WAY LINE WHENCE A STONE FOUND IN PLACE FOR THE WITNESS CORNER TO THE NORTHEAST CORNER OF SAID SECTION 31 BEARS N26'OO'43''8L433'52 FEET; THENCE 579'58'5 7'E2725.g7 FEET ALONG SAID souTHERLY RIGHT-OF-WAY LINE TO THE NORTHWEST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 1013 AT PAGE 42SotTHERECoRDSoFTHEGARFIELDcoUNTYCLERKANDRECoRDER;THENCE ALONG THE WESTERLY BOUNDARY LINE OF SAID PARCEL ON THE FOLLOWING TWO (2) COURSES: S04"55'OO"W 46L.ilOFEET; THENCE SO1"OO'OO''E 861'25 FEET TO A POINT ON THENoRTHERLYRIGHT-oF-WAYLINEoFTHERoARINGFoRKTRANSITAUTHoRITY RAILRoADRIGHT-oF-WAY;THENCEL6g,STFEETALoNGSAIDNoRTHERLYRAILRoAD RIGHT. oF-WAY LINE oN THE ARC oF A 1565.69 FooT RADIUS CURVE To THE LEFT, THE CHORD OF WHICH BEARS S54'32,43.,W T69'4g FEET TO A POINT ON THE SOUTHERLY BoUNDARYLINEoFSAIDLoT13;THENCEN89"54'14,'W651.37FEETALoNGTHE SOUTHERLY BOUNDARY LINE OF SAID LOT 13 TO THE NORTHEAST CORNER OF SAID LOT 10; THENCE s00.10.37,,E 354.80 FEET ALoNG THE EASTERLY BoUNDARY LINE oF SAID LOT 10 TO A POINT tN THE CENTER OF THE ROARING FORK RIVER; THENCE ALONG THE CENTER OF SAID ROARING FORK RIVER ON THE FOLLOWING SEVEN (7}COURSES: sgo.53,o4.w [}4.L4FEET; THENCE s85'32'23"w 117.60 FEET; THENcE s78"29'25"w t23.LAFEET; THENCE S89"17,47,.W 118'54 FEET; THEN cEs67.42,27,,W 386'40 FEET; THENCE 552.48,18,,W 124.67 FEET;THENCE S57'58'42,W 235.29 FEETTo A PoINT oN THE EASTERLY BOUNDARY LINE OF BLUE CREEK RANCH RECORDED AS RECEPTION NO' S23S35INTHERECoRDSoFTHEGARFIELDcouNTYCLERKANDRECoRDER;THENCE ALONG THE EASTERLY BOUNDARY LINE OF SAID BLUE CREEK RANCH THE FOLLOWING THREE (3) COURSES: N 00'10'3 7"W 736.64 FEET; THENCE N89"54':I4"W 23t'45 FEET; THENCEN0o.02,13,'W1677'90FEETToTHESoUTHWESTcoRNERoFAPARCELoF LANDDESCRIBEDINBooK333ATPAGE5IIoFTHEGARFIELDcouNTYRECoRDS; THENCE S7g.5z,L7uE278,0o FEET ALoNG THE SoUTHERLY BoUNDARY LINE oF THE PARCEL DESCRIBED IN SAID BOOK 333 AT PAGE 511TO THE SOUTHEAST CORNER OF sAIDPARCEL;THENCENoo"o2'13uW156'69FEETALoNGTHEEASTERLYBoUNDARY LINE OF SAID PARCELTO THE POINT OF BEGINNING' CONTAINING 1OO'449 ACRES AS SURVEYED. - Drexel, Barrell a co February 15,2010 KathY EastleY, AICP Senior Planner Garfield County Buitding & Planning 108 8th Street, #401 Glenwood SPrings, CO 81601 ii, em oit to': keastlev @ aorfield'cou ntv'com Engineers/Sur\ e)'ors Boulder Denver Coloraclo SPrings Grand Junctiotl G reelel' Steamboat SPrings 303.4+2 1338 l0i.-112 1373 I:ar TCI Lane Ranch FloodPlain DeveloPment Permit Technical ComPleteness Review RC lfl00 ill'r'street floutdeL- CO 80i0 I -2620 Dear Ms. EastleY, WehavereviewedMr.Niewoehne/smemodatedJanuary26,2ol0.Weintend to resubmit the floodplain developmen .ppri.riion in the near future' but would fit",o discuss severalof the comments' Thepurposeofthehydraulicmodelinclud-edwiththefloodplaindevelopment apptication was to .r"i*i"in"impads of tie proposed bridge' The hvdraulic model did not in.rro"'.'i"ir,r"o .i"r',p,s of fitl ltoig tit" length of the proiect' As outlined in Section rr "itt " ,"p"rt, it is our intention to remove specific building lots or structures rro]n'tr," nolapt.in using FEMA LOMR-F process after the lots 7. are graded 70. fladwoY-) A hydraulic model is not required for a LOMR-F' Therefore' we cannot show existing and proposed iase flood elevations at each lot without significantly expanding the scope tiJ a"ttit of the hydraulic model' Ms. KathY EastleY February 15,2010 revision. The @unty connot opprove the ftoodploin development permit Prior to FEMA oPProvol' We acknowledge the language in Section 701of the Land Use Code' which is essentially identical,rli""-t.irrage in the Federalcode- ln this case' however' the ,,encroachment, *nji" jt " flJodway i, ririt"a to a bridge pier' The north bridge abutment t"d;;;;;;;i ii "'"iol tne nooawav' rhe change of flood elevation is primari* Jrl a the abutment ""J.rP.".h (outside the floodway)' and not the pier *itni-nli" n*0""v' The pier iself has not been modeled separate from the "U'i*"n"nd approacn' Uut if tt were we believe the pier impacts would be negligible' Theincreasedwatersurfaceelevationislessthanl'dasallowedinSectionT0l (G)(9)ofthetandUseCode.Theincreaseislimitedtotheareasimmediately adiacent to the o'ioi' l"lls a-lso confinJ ;; t* ;"tch along the TCI Lane Ranch project. nny impa.iJio iie rcr property have already been accounted for in the su*ivision design. lt does not impact any dwetopable portions of the RFTA pirp"ttv on the south side ofthe Roaring Fork' For these reasons, we question the need to prepare the-extensive documentation and addition"r o"t'irliivira'fit modeling required to for a cLoMR/LoMR ;;*ia;" forthe bridge and lot developments' We appreciate your attention to this proiect and would be happy to discuss these issues in greater detail. rf you have ""y q;i;s, please do not hesitate to call' Page2 SincerelY, Drexel, Banell & Co' Jim Baostowicz, P'E' ;;;;;;, Head - site and lnfrastructure Development cc: Jon Frederick ( vll 2/ 1 6/20 1 0H :\E587 5 1 \Cor re sp on de n ce\20 1 0' 02- 1 5 response to com m ents doc 345 Colorodo Avenue, Suite 706 Corbo ndo le, Co lo rodo 87623 970.963.1s21 January 19,2010 John Niewoehner Garfield County Building and Planning Department LOg 8th Street, Suite 401 Glenwood Springs, CO 81501 RE: TCI Lane Ranch PUD: Administrative Floodplain Development Permit Application Dear Mr. Niewoehner On behalf of TCI Lane Ranch, LLC, I am submitting this application for an Administrative Floodplain Development Permit. As you may recall, this application is required per our pUD approval, as indicated by Condition of Approval #6 below: IOO-YEAR FTOODPIAIN The Applicant shall obtain an Administrative Ftoodplain Permit from the Building and Planning Department prior to the submittal of the Finat Plat. The Final plat shall show the first finished floor elevation (FFFE) on each building envelope on the Final ptat that lie within the 100-year flood fringe. The required application submittal items have been prepared by our project engineer, Jim Brzostowicz from Drexel, Barrell, & Co. The contents of this application packaqe are as follows: L. Payment for application base fee - S+OO.OO2. Payment Agreement Form 3. Statement of Authority 4. Floodplain Development Application (3 copies) 5. GeneralWarranty Deed (3 copies) 6. List of adjacent property owners within 200,7. Floodplain Development Report, January LL, ZOLO (3 copies)a. lncludes vicinity map, and pre-application conference summary I look forward to your review for Determination of completeness. you can contact me with anyquestions at 970'963.1521. I greatly appreciate your time and consideration in the processing ofthis application. Sincerely, landWEST Colorado, LLC Jon Fredericks, ASLA TCI Lane Ranch project Manager Garfield Coun To: Jon Fredericks, Land We-st James grzostowicz PE' Drexel Barrell& Co From: John Niewoehner Project Engineer Date: January 26,2O1O RE:TClLaneRanchFloodplainPermit-TechnicalCompletenessReview lllllllllllllilll.llllll.tlllrlllll..lllrlrltllrtrllllllll!Illllll.llrllt PurposeofMemo:TheCountyreviewsthesubmittedapplicationtoensurethatall required application ',rt"r,rr, naue Ue"n'in1irO"O. Onie the application is deemed teihnicatty complete, the County "g"d,ili,i^,h;;gh't;ui"w of'the application and r""Ot "rithe application to referral agencles' 6 a a a a a RFTA (Mike Hermes) Army CorPs (Mark Gilfi llan, 970-243-1199) CountY's AttorneY's Office CountY Vegetation Manager County AuitOing and Planning (2 copies) T Complete: 1. 2 3 ApplicationForm.Under.NameofPropertyowners',thereneedstobetwo ffi"tty;-'.".t - TCI Lane Ranch and RFTA' ApplicationForm:Theapplicationneedstoincludetheentireapplication form including page S, tn" signature page' Since there are two owners' ifr"t" n""Os to Ue two signatories' must be a uthorized by TCI Lane Ranch to do Whoever signs the aPPlication so. Whoever signs the aPPl ication must be authorized by RFTA to do so. Thus,the CountY needs a'Statement of AuthoritY' that gives an individualthe rig ht to rePresent the organization cdn either sign 1 4. (This authorized Person the Permit aPPlicati on or Provide a GARFIELD COUNTY Building & Planning DePartment 108 Bth Street, Suite 401 C'ienwooo Spiings, Colorado 81601 i"f"pnin", 970.-945'821 2 Facsimile www.qa rfi eld-cou ntv'com €0-1, o,4P. CHACKbTT 970.384.3470 ii NoITCALIPPATNEPoMLEEVDNLADoPoLF GENERAL INFORMATION (IPlease Print legiblY) F Name of ProPertv Owner: Telephone: [-) Cell: ( ) FAX: ( ) P CitY:State: -Z$ Code: F E-mail address: e if n >Na S ) Maiting Address Telephone State: _- ZiP Code: Cell: ( ) FAX: F E-mait address: ) DescriPtion of Request: ) Street Address / General Location of Property: ) Legal DescriPtion ) Assessor's Parcel Numbe F Existing Use: ) ProPertY Size (in acres)Zone District: Last Revised 1/1/09 () I. APPLICATION SUBMITTAL REQUIREMENTS AnyusetobedevelopedinthefloodplainshallberequiredtoobtainaDevelopment permit, in accorda."" i,itn tne applicaf,i" i"g'i'tions of dection 4-104' Section 4-501 (A) and Section 4-503 (A-F). All applicati;;; f"i' Floodplain Development Permit under this R*;rl;ti;^ shall be ievieweo by'the Ftoodplain Administrator. As a minimum, specifically respond to all the following items below and attach any additional informat;n to beiubmitted with this application: 1. Please submit three (3) copies of. the completed application form and all required submittal materials with the apptication base fee of $400'00 to the Building & planning oepartment. Also includ; th; signed "Agreement to Pay Form" with the copies. (Staff *iff i"qu"st additional copies once the Floodplain Development PermitApplicationhasbeendeemedtechnicallycomplete). 2. Please submit, in narrative form, the nature and character of the proposed use in the floodplain. Submit plans ,nO ,rp-po,tintlnio'n,ation (i'e' letters from responsible agencies) -/ 5. Submit the Pre-APPlication conference' Article lV.) conferenceSummaryfromthepre-application 3. Submit a vicinity map. An 8%x11 vicinity map.locating the parcel in the county' The vicinity map shall clearly sfrow the boundaries of t[e subject property and all property within a 3-mile radius of the subject property' The map shall be at a minimum scale of 1"=2000' t1,"*i"g in"'g"n"t"i topog"phic and geographic relation of the proposed exemption to tne surrounding "i"" for which a copy of U-S.C.S. quadrangle map may be used' 4. Submit a copy of the deed and a legal description of the subject property' 6.lfyouareactingaSanagentforthepropertyowner,youmustattachan acknowledgement from the property owner tn'tyo' may act in his/her behalf' tf the property is owned by a corporrt" "'nt-it, itr"n qi -". LLC, LLLP' etc') please submit a copy of a recordld " Statemeni of nuthority" demonstrating that the person signing tne appitation has tne autntrity to act inthat capacity for the entity' II. PROCEDURAL REQUIREMENTS The foilowing oufline= tn" basic administrative process for an apprication requesting development within G ioo-v"., nooifr.i..-iinir'is further detaired in section 4-203 of 1. Pre-Application Conference (Section 4-103(A)) 2. Application (Section 4-601(A)) 3. Determination of Completeness Section a-103(C)) -i. Evatuation by Directorist"ff Review (Section 4-103 (E)) 5. Director Decision (1,"L?",'^ (-, De"J ' '?-:I '(;tr ,;, {l' (;.'' oreoared by a qualified profess.ional #G; to'b" located in a FloodwaY' '" iJ"ir"O hydraulic floodway analysis 'ii"]ttt"i"t shatl require the applicant to ing tne floodwaY boundary' tl ."I Nn"I ,-to\ VJ 5\ 4 lll ,oo,il.?yl[H]':SYllt#iit'?ements 3qPY".'-"n app*cation rordeveropment in the 100_ye",,oooir"rn i"iequireo ," ll.,ji. ii" r" L*i'.g i.f;il"tion which is more fullv lli"i[o in Section 4-503 of Article lV' A.SitePlan.lnadditiontothesiteplanrequirementssetforthinSection4-502(C)(3)' the site pran sna* incrude tn" iJr[*ing "r"rn"ntr.'ir," Froodprain Administrator may require, or the applicant .,"V "tolre 6 ,unmit, " mo't detailed version of all or part of the =it" pf"n' isee Standards 7-701) t/ 1.,/z ,./1. ,r/ n(a 5 rtfa 6. ,/7,/s. 1 pJ 6. Written Notice of Decision Base flood boundary and water surface elevations' FloodwaY boundary' :X.xtffi';lit1y#:::",:;3s,"pni" contours shown at verticar intervars or no Ei:i::ttlX? inllil;"r, noor, incruding basement and sarase, or each ;:t'lS;'SiJ:ff;:t"Til,iH_*yyres w.I be nood proored (ir appricabre) Location, d ime ns-io" r"o elevation "i' pip"t"d land scape alte rations' . Elevations of exisiing 'ti""t=' waler.tlppiy' and sanitation facilities- . Boundaries and rilrY '"lilr", oi ,ri"iisting and proposed impervtous . i:[ffiH J?:Y[lifr'J:..J[npr ditches, irrisation ditches and raterars ChannelCross-Section.Atypicalcross-sectionshowingthefollowingelements ,-/ uz 2. Bounda 1. Channe I of the watercourse ries of floodPlain adj oining each side of channel' / 3. Area to be occuPied bY the Pro posed land use 4. Existing and PloPosed base flood elev ations C Construction SP ecifications. SPecificatio ns for constructio n and materials of 5:ez ,TC' t?'o-'l- 1-*+c' ' ^LanLr I 1 B n4 buildings, flood Proofi dredging,grading,channel imP rovements, storage lbL of materials, water suPP ly, and san itation facil ities as aP plicableng, filling, ld;f: yn"94 "1 lrJe. d-olcInaD. Alte ration of Water Course. DescriPtion of th e extent to which any water course will bea Itered or relocated as a result of the ProP osed devetoPment' E. FloodwaY AnalYsis A floodwaY analYsis enginee r shall be requtre d for all land use and shall meet the following g uidelines' lf has not been Pe rformed, the Fto odplain Ad provide the analYs is necessary fo r determin The FloodwaY AnalYs is shall be comP leted using methodologY accePtable to 1 e Federal EmergencYth C onservation Board: Management AgencY (FE MA) and Co lorado Water 2 TheFloodplainAdministratormayrequireadetailedhydraulicfloodway analysis based oni'n"'ij".til"f hy;t";#."01f '-t"J t" develop the current engineerins studv";;;t;J-uv ine' Ei;;;; county commissioners' if 3 Thehydraulicmodelshallbeundglejtoreflectexistinghvdraulicconditions, to determine anv ';;;; ir. tn"-r0.0j;;;;!:;{l* elevation levers that has occurred "r'-r--[-rutt of OetiJopment since the floodplain was established. a)Alternatefloodwayconfigurationsmay-the.nbeanalyzedbasedon methods as ou,ined in tne cuii"nt u.s. llmv corps of Engineers HEC-RASWaterSurfacep'"r'r"'.u'ersManuatahosubmittedto theFloodpr"iino.i.istratorforreviewandapproval. b)Theanalysisshatlprovide^adeterminatio.no{thecumulativeeffects of the proposed developme;ftilt il; '"T?:t't- of development since tne originliirooo hazard "r".Gt established' on the base flood available elevation / / 4 c) At the Floodplain AdTll''fl'tor's discretion' where a regulatory floodway has been u"tign'ilol il -rn'v not be necessary to determine tff J;;l"tiu" "it""i'if existing development. Floodwayboundaryconfigurationsshallbeexaminedandaoprovedbythe Floodplain Adminis'trlt"'' tn" t"ttowini"i'iti;;;; shalt be included for the stream reach tooo-feet upstream ,'ni"idd6"itti oo*nstream from the piopoteO encroachment: a) A copy of the printout for the hydraulic' toTqY'l:t model representing thebasef|oodprofil",.u|.foiconditionsexistingatthetimethe curren.y etrective floodpla.in"' ;;'-;;;"ioped. T:he printout must include tne tuff input and output tisting' b) A copy of the printout from the hydraulic computer model representif;'i;"' floodway"'"n'"to' -lf proposed floodway .onngurriio'n il i.JrOi.g developments and' other hydraulic changes i"ini. ii" nooAprril ,ln'""" ti" t'rrentlv effective floodplain was established. The printo;t;; in.ruo" the full input and output listing with all input chang".i;;ile'original model highlighted' c) A copy of the floodw-ay 93t' table representing data for the proposed floodway configu ration' d)Acopyofthecurrentlyeffectiveofficialengineeringstudyshowing the existing floodplain "no t]#'plop"t"o flootway configuration' /rrl4 zzzLsL^:'!,tr.o-lr', Gr4a 4 4f e.];^Arr,,, (u) od Jntu L . Y-r,lv e C e rtifi cati o n from a the p ropo SE d floodw ay config u ra tio flood pl a in hydrau n d itio NSlic o Re g istered P rofessi o E n g inee h atnal n in co m bin ation with cu rre n me ets E MA and CWC B t F req u rements whe n u ate d ag wh th a orig ln al flood p in studY was comPleteden w h ich is correct an d a ccu rate to the bes t of knowledge (Signature of ProPe rty Owner)Date a NS t flo od e levatio n S ES tab edish / F. Floodplain lmpact Report' An enginee / in Article 7, Section 7-701' g report addressing the standards set forth h ave rea d the state ments a bove a n d h provided the required attached information ) GARFIELD COUNTY BUILDING AND PLANNI FEE SCHEDULE Garfie td C o u nty pu rS u a nt to Boa rd of Cou 98 -09 h AS esta bl ish ed a fee st ru ctu re (Ba u bd tvls lon an d la nd u SC a ppl ica tio NS Th a Base F ee IS an estima te of th e a'VE rag a n a p pl icati o n mu Iti pt ied by a n h o u rly reco g n ized th at th e S u bd ivi S ton a nd lan d u th at a n a p pl cant shou ld pay for th e additio n a b li ng H ou rty ra'tes b ased o n the resPective Pos used to establish particular Project. itio NS combi ne d with a n th e actual cost of C o Actua sta ff time spent w ilt be ch a rged a g bee n expen d ed the a ppl lcan t w il be b b ill n o S h a ll be pa id n full p rior to fi n a ame nd me n t or S u bdivis lo n p lan lf a n a ppl fe ES a S req u ire d no new or add ition al a ppl the o utsta nd ng fees a re pa id C hecks n clu d ing th e app ropn ate Ba SE ea ch la nd u SE app lication a n d m ade Ap plicati on S w il n ot be acce pte d w ith o ut n o n-refu n d a b le in fu ll u nle S S a writte n S ubmitted prior th e niti al revtew of th e a pp A pp licatio n S m u st inclu de a P ayment Th e Ag ree ment estab lis hes the app ti ca nt a S soc iated W ith processi ng th e a ppl ica party respo NS ible fo r payme n t a nd SU b m accepted. The following Base Fees shall be recei ,ny pto."duial application to which- su ,llition to and exclusive of any cost determined necessary bY the Board additional County staff time or expense othenruise been paid by the applicant application tendered to the County' GA RF E D G o U N TY B U L D NG A BAS E TYPE OF LAND USE AGTION Vacating Public Roads & Rights-of-Way Sketch Plan Preliminary Plan / Conservation Subdivision Preliminary Plan Amendment Final Plat Final Plat Amendment / Correction Plat Cornnin"O Preliminary Plan and Final Ptat Minor ExemPtion / Amendment Major ExemPtion / Amendment nri"r Land bevelopment Option Exemption General Administrative Permit FloodPlain DeveloPment Permit Pioeline Development Plan / Amendment Small TemPorary EmPloYee Housing Minor TemPorary EmPloYee Housing Limited lmPact Review / Amendment Major lmPact Review / Amendment Rezoning: Text Amendment Rezoning: Zone District Amendment Planned Unit Development (PUD) / Amend ComPrehensive Plan Amendment Variance lnterPretation Planning Staff HourlY Rate ' Planning Director ' Senior Planner . Planning Technician . Secretary County Surveyor Review Fee (includes re ii",tt,'Fin al Piats, Exemption Plats) Mylar Recording Fee I Pag D PLANNING DEPARTMENT F ES BASE FEE Amendment nt $50.50 $40.50 $33.75 $30.00 w of Amend"d D"t"rmined by Surveyor$ $11 - 1't Page $10 each additional Page $400 $325 $675 + aPPlication agency review fees and outside consultant review fees, as authorized Pursuant to the Regulations, such as the Coiorado Geologic SurveY $325 $200 $100 $1,075 $300 / $300 $400 / $300 $400 / $300 $250 $400 $4oo / $3oo $50 $250 $4oo / $3oo $525 / $400 $300 $450 $5oo / $3oo $450 $250 $250 2 The following guidelines shall be used for forth above: 1. AII applications shall be submitted with a forth below. 2. County staff shall keep accurate record of each land use application, zoning ame additional billing will occur commensu the County as a result of having to take fee. b ll in S hal be pa id p nor to3Anyg zon ng a me nd me nt,S ubd IVIS ion pro exec u to n of th a writte n reso lu ti o n co 4. Final Plats, Amended or Corrected P recorded or issued until allfees have 5. ln the event that the Board determines them in the review of a land use Pe appl n costs w be bornicatioSUch co n S id o ration of the ap plica tio n execution of the written resolution confi 6. lf an application involves multiple highest Base Fee listed above' it 7 8. The Planning Director shall establish Additional Billings as required' Types of "Procedures" not listed in rate based on the pertinent planning administration of the fee structure set ned Agreement for PaYment form set actual time required for the processing ment, or subdivision application' Any with the additional costs incurred by lan re time that that covered by the base fi n al rsideration of anY land use Permit, additional costs shall be paid to the n ng action on the aPPlication. lats Exemption Plats or Permits will not be paid. at S p ecial exp a rtise S ne ed e d to ASS IS t zon ng ame n d me n t,o I SU bdi VI S ron e a an d a id or to the fi n abypplicantppn All a iti o nal costs sh a b e p aid p nor to th e ing action on the aPPlication s, the Applicant shall be charged the the bove chart will be charged at an hourly rate listed above. riate guidelines for the collection of 3Pag S GARFIELD COUNTY BUILDING A PAYMENT AG (Shallbe submitted GARFIELD COUNTY (hereinafter COUNTY) an ProPertY Owner (hereinafter OWNE 1. OWNER has submitted to COUNTY a 2. OWNER understands and agrees th amended, establishes a fee schedule for applications, and the guidelines for the adm ini 3. OWNER and COUNTY agree that b p rop o S ed pro Je ct it S n ot po S S ibr e a h S ti nvolved n processi ng ,h e a pp ti cati on OWN E estab ish ed fo r th e P ROJ E CT a n d to there OWN E R.OWN E R a g ree S to ma ke ad d ition a when they are necessary as costs are incurred' 4. The Base Fee shall be in addition to cost of co NS u Iti ng SETVI ce dete rm n ed necessa h e co NS id e ration of an appl ication or ad d ition a by th e Ba SE F ee tf actu a re co rd e d costs ad ditio nal b ling S to CO U NTY to re m bu rS e P ROJ E CT menti o n ed a bove OWN E R a ckn the final consideration by the COUNTY of a subdivision Plan. PROPERTY OWNER (OR AUTHORIZED RE Signature Print Name Mailing Address: Page D PLANNING DEPARTMENT MENT FORM application) agree as follows application for ECr)nafter, THE PROJ Garfield County Resolution No. 98-09, as type of subdivision or land use review tion of the fee structure. use of the size, nature or scope of the to ascertain the full extent of the costs ag rees to make p ayment of the Base F ee it ad d ition costs to be b illed toperma nts u pon notificatio n by the COU NTY a nd exclu sive of a ny cost fo r p ubl icatio n or by th e Board of Cou nty Comm ISSIO ners for NTY staff time expense not coveredCOUor the initial Base Fee, OWNER shall pay the COUNTY for the processing of the s that all bitling shall be paid prior to land use permit, zo ning amendment, or ENTATIVE) Date AUTHORITY 7't 2 , the undersigned executes alf of (corporation, limited liabilitY registered Iimited IiabilitY Iiability Iimited PartnershiP, government agencY, trust or individual-, caPable of holding ty"), and states as fol-lows Entity is of the person encumbering, y on behalf of authorized to or otherwise the Entity is authority of the person named to bind the EntitYcribed above insert "None" ) manner in which the EntitY roperty are: ve this section blank) 2008. ture i-nted: f any) owledged before me this daY of on behalf of (Notary PubIic) STATEI{ENT Pursuant t.o this StaLement of a C. R. S. S3B_30 Authority on company, general PartnershiP, partnership, registered Iimited Iimited partnershiP associatio other), an entitY other than a title to real ProPertY (the "Ent The name of the EntitY is and is formed under the laws of The mail-ing address for the The execute affecting name and/or Position instruments conveYin title to real ProPe The Iimitations above or holding the are as follows: upon the position Other deals with (if no l-imitati, matters concerning t any interest in real- (if no other matter, I EXECUTED this _ daY of Si Name (typed or Title ( )STATE OF COUNTY OF The )ss ) foregoing instrument was ac , 20oB by Witness my hand and officiaf sea My commission exPires ISEAL] 11. / 0B T:iEEiFIESOU Irlll= N G !N E E Fr rN t-Ef-J l- l=,rNc March 16,2010 Kathy EastleY C"rfLfO County Building and Planning Dept 1OB 8th Street, Suite 201 Glenwood SPrings CO 81601 RE: TCI Lane Ranch Floodplain Permit FDPA -1-10-6264 Dear KathY: At the request of Garfield CountY, Resou Eng ineering, lnc. (RES OURCE) reviewed the FloodPlain DeveloPment APPlication of Lane Ranch, LLC. The application is for proposed fill in the flood fringe to elevate lots such that the lowest finished floorral elevations will be at least 1.5 feet about 100 year base flood elevation and for proposed construction of a pedestrian bridge over the Roaring Fork River. The materials reviewed include the "FloodPlain Devel op Report for TCI Lane Ranch" PrePared bY Drexe I Barrell & Co. dated January 11,0, the Technical Completeness Review Memorandum from John Niewoehner January 26,2010, and a resPonse letter from Drexel Barrell & Co dated February 5, 2010. RE SOURCE review comments application on the Fork River aPProxim ately Yz mile above This reach the Roaring Fork River has been analYzed in detail for delineation of the reg ulatory F Boundary and FloodwaY The effective maps for the project area are the FEMA lnsurance Rate MaP Panel 080205 1880 and the FEMA Flood Boundary and Map Panel 080205 1880,both dated January 3,1986, Since the floodwaY been delineated,fill and encroachment activities that meet GARCO criteria can be in the Flood Fringe area. FILL ON RESIDENTIAL LOTS address the two elements of the GENERAL BACKGROUND The proPosed Project is located the iatherine Bridge (CR 100)' The proposed fill on residential lots located within the Flood Fringe is recommended for approval by the oirector.-ihJ lowest tinisGJ iioors must be at least one foot above the 100 year Base flooJ Eievation and the application..proposes 1'5 feet' As indicated in the February 15, iilo letter and tne nfrrication, the-ipplicant can seek to have the residential lots removed from the Flood'fi;ffiy; LoMi-F (Letter of Map Revision by Fill) process with FEMA. PEDESTRIAN BRIDGE The proposed pedestrian bridge includes abutment located in the Flood Fringe and a center prior located in the Floodway. ine Oridge abutments meet GARCO criteria and can be approved. The pier is located in ini nooi*"V and the applicant must address the Floodway encroacnmlii criteria "nO't"gJat,gry.'..Th"- appiicant must demonstrate' using the Floodway model for the orprii"l" efflctive FEMA model and the Existing Consulting Engineens and Hydnologists 9O9 colonado Avenue I Glenwood spnings, co El1 60l I tgJTC/) 945-6777 ' Fax [970]945-1137 Kathy EastleY Page2 March 16,2010 Conditions Model, that there is no impact to the 100-year flood elevations' floodway elevations, or ttoooway *iatnr at published or unpublish-ed cross sections in the vicinity ot 16" froposed oriJJ6. Tne appiicant may need to consider innovative solutions such as compensatory eicavation witnin the Floodway to olft"t the pier encroachment' otherwise, as Jonn Niewoehner pointed out, a rEun cLoMR application would be required simultaneous with the County application' Please call if you have any questions or need additional information' Sincerely, RESOURCE ENGINEERING, INC. MichaelJ. Erion, P.E. Water Resources Engineer MJE/mmm/ll 885-68.0 K:\Clients\885 GARCO\68,0 TCI I,ANE RANCH\Katry Eastley floodplain permit app ffpa 1'1G6264 doc altalalrllrI.IIIII'IIIIII FIESOU FICE ENGINEERING INC - Engineers/Survevors Boulder Colorado Springs Denver Crand Junction Greeley Steamboat Springs 1800 38'r'Street Boulder. CO 80i01 2620 30i.4.12.433 8 303.442.4i73 Fa.t Re Drexel, Barrell a co December 8,2010 Roaring Fork Transportation Authority 0051 Service Center Drive Aspen, CO 81511 Notification ol L% (100-year) Annual Chance Water-Surface Elevation lncreases and Floodway Revision. To tvlike Hermes The Flood lnsurance Rate Map (FIRM)for a community depicts land which has been determined to be subject to a L% (LOo-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. On behalf of TCI Lane Ranch, LLC, Drexel, Barrell & Co. is applying for a conditional Letter of Map Revision (cLoMR) from the Federal Emergency Management Agency (DHS-FEMA) on behalf of TCI Lane Ranch, LLC to revise FIRM 080205 1880 B for Garfield county, colorado Unincorporated Areas along the Roaring Fork River. TCI Lane Ranch, LLC is proposing an g9 single family lot subdivision located approximately 3 miles northwest of El Jebel, colorado. The project includes proposed fill and construction of a pedestrian bridge over the Roaring Fork River. The Letter of Map Revision will result in: L. lncreases in the 1% annual chance water-surface elevations with a maximum increase of O.44 feet at a point approximately 2935 feet upstream of Catherine Store Road (CR 100). 2. Widening of the 1% annual chance floodplain with the maximum widening of 500 feet at a point approximately 3600 feet upstream of Catherine Store Road (CR 100). This letter is to inform you of revision of the 1% annual chance water- surface elevation and L% annual chance floodplain on your property in sections 3L and 32, Township 7 south, Range 87 west of the Gth principar Meridian, Garfield County, Colorado. ln addition, the county of Garfield, colorado, Garfield county pranning and Building Department, in accordance with National Flood lnsurance program regulation 65.7(bX1), hereby gives notice of the county's intent to revise the floodway, generally located between catherine store Road (cR 1oo) and Flying Fish Road. specifically, the floodway shall be revised from a point 2105 feet upstream of catherine store Road (cR 100) to a point 4575 feet upstream of catherine store Road (cR 100). As a result of the floodway revision, the floodway shall widen and narrow with: 1' a maximum widening of 145 feet approximatery 2310 feet upstream of Catherine Store Road (CR 100); and 2. a maximum narrowing of 130 feet at a point approximat ely 2520 feet upstream of Catherine Store Road (CR 1OO). The floodplain and floodwoy revisions affecting the Roaring Fork Transportotion Authority (RFTA) property occur along the slope of the south bank of the Roaring Fork River, north of the Rio Gronde Trait. The maximum widening of the 7% annuol chance floodptain along the RFTA property is 75 feet at a point approximotely 2100 feet upstream of cR 100 and is due to more detailed topogrophic survey dato being used to perform the ftoodplainmodeling along the study reoch. The maximum floodwoy widening olong the RFTA property is 61feet ot a point approximotety 2910 feet upstream of cR 100. lf you have any questions or concerns about the proposed changes to the FIRM or its effect on your property, you may contact me at (3ogl442-433g. Maps and detailed analysis of the floodway revision can also be reviewed at the Garfield county planning and Building Department, Glenwood springs,co. lnterested persons may call Fred Jarmin at (970) 945-gL2Lfor additional information from December 1G, 20L0, to January L6,zolL. Sincerely, Drexel, Barrell & Co. Jim Brzostowicz, p.E. Associate Site and lnfrastructure Development c. vl, cc:LandWest, Garfield County planning Dept Engineers/Survevors Boulder Colorado Springs Denver Grand Junction Greelev Steamboat Springs 1800 381b Street Bonlder. CO 80i01-2620 103.442.43i 8 303.442.4373 Fax Re Drexe!, Barrell a co December 8,2OL0 U.S. Department of the lnterior Bureau of Land Management Colorado River Valley Field Office 2300 River Frontage Road silt, co 8t652 Notification ol L% ( 100-yea r) An n ua t Chance Water-Su rface Elevation lncreases and Floodway Revision. To Carla DeYoung The Flood lnsurance Rate Map (FIRM) for a community depicts land which has been determined to be subject to a L% (loo-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. On behalf of TCI Lane Ranch, LLC, Drexel, Barrell & Co. is applying for a conditional Letter of Map Revision (cLoMR) from the Federal Emergency Management Agency (DHS-FEMA) on behalf of TCI Lane Ranch, LLC to revise FIRM 080205 1880 B for Garfield county, colorado Unincorporated Areas along the Roaring Fork River. TCI Lane Ranch, LLC is proposing an g9 single family lot subdivision located approximately 3 miles northwest of El Jebel, colorado. The project includes proposed fill and construction of a pedestrian bridge over the Roaring Fork River. The Letter of Map Revision will result in 1. lncreases in the 1% annual chance water-surface elevations with a maximum increase of o.44 feet at a point approximately 2935 feet upstream of Catherine Store Road (CR 100). 2. widening of the 1% annual chance floodplain with the maximum widening of 500 feet at a point approximately 3600 feet upstream of Catherine Store Road (CR 100). This letter is to inform you of revision of the lyo annual chance water- surface elevation and 7% annual chance floodplain on your property in section 32, Township 7 south, Range 87 west of the 6th principal Meridian, Garfield County, Colorado. ln addition, the county of Garfield, colorado, Garfield county pranning and Building Department, in accordance with National Flood lnsurance program regulation 65.7(bX1), hereby gives notice of the county's intent to revise the floodway, generally located between catherine store Road (cR 1oo) and Flying Fish Road. specifically, the floodway shall be revised from a point 2105 feet upstream of catherine store Road (cR 100) to a point 4575 feet upstream of catherine store Road (cR 100). As a result of the floodway revision, the floodway shall widen and narrow with: 1. a maximum widening of 145 feet approximately 2310 feet upstream of Catherine Store Road (CR 100); and 2. a maximum narrowing of 130 feet at a point approximately 2520 feet upstream of Catherine Store Road (CR 1OO). The floodplain ond floodwoy revisions affecting the Bureau of Land Management (BLM) property occur along the north side of the Rooring Fork River. The maximum widening of the 7% annual chance floodptoin olong the BLM property is 1i5 feet ot o point opproximately 3470 feet upstreom of cR 700 ond is due to more detailed topographic survey dato being used to perform the floodplain modeling along the study reach . The maximum floodway widening along the BLM property is 79 feet ot a point approximotely 3630 feet upstreom of cR 7oo. There ore no structures in this areo. The BLM property is bordered by a proposed conservotion eosement on the adjocentTCl Lone Ranch property. lf you have any questions or concerns about the proposed changes to the FIRM or its effect on your property, you may contact me at {303]1442-4339. Maps and detailed analysis of the floodway revision can also be reviewed at the Garfield county Planning and Building Department, Glenwood springs, CO. lnterested persons may call Fred Jarmin at (970) S S-SLZLfor additional information from December 16, 2010, to January L6,2OLt. Sincerely, Drexel, Barrell & Co. Jim Brzostowicz,P.E. Associate Site and lnfrastructure Development c vfl cc LandWest, Garfield County Planning Dept. ,******t,itl*,;i1,1*'t:fr,}'i,',1tl**',',*lrff:;':i#- IN WITNESS WIIEREOF, *re Grant ,H:il,'rTil,:.?lr1,X,#ffi ::,,";;;",,,ff *:::;:::;::"_Hrr.; by:o. b,y: Evelyn Tr General Partner ter, Genem.l A*u ro.. DF 506,'," 4lz ?,0/t rl.F*rr {ol\Nsor.l ,Esa."l}Pf,, ?jlN,i,ll sc trE iro s (tA $r (\ My commission expir.es: EXHTBTT A A rNACr OF L} ml**'***,l;;x*Im-l- wit--';# *.-**tffi #,, BEGINNXNG AT .ffi -s-u*Hr*fi*+;fiitx1,**Tj-3:L{r*ffi ffigffmw*ffi tgpmffi;fgffm+fi[fu , *'iir ;^,T- Ti li ;5"1,,T --$}jqryffi gr5."g',-rff$ffii\ffi DEGREES 42 I 27,, ;i$IFfx#ff#sffqgL;i66**,ril*eI.";ff ;;*yB',NDAR* flif t'i/td "T S*e+: ;a;"*f : rffi f-#"';iil*-ffffi io*;{l;:*l:ffn***t***#T##ffi s;:#.,:"#lxffi'", cH249394 Forms . 426, 4SO EXHIBIIA1 C,(),C, JJ SH 01/17/03 Lltltull ulfll_Ul llll lllllil ltilt ilt l]il ilil []70s845 @slotlzooa 11:41A BlmE FbI;'it nLibbhi'3 of 4 R 27.ao D SOO.OO GRRFIELD COUnry co Exr.rrBrr 3 Our Order No, GWZ4g3g4_4 RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTI{ORITY OF THEi#il',i;StITrfrffSIYED IN nNiil; srArEs parnrvfnrcoRDED May 02, RIGI{T OF PROPzuET9R OF A VEIN OR LODE TO EXTRACT AND REMOVE HISTHEREFROM S}IOULD.-THB SATVTE-SE FOUiV" TO PENETRATE OR INTERSECTPREMTSES As RE'ERVED rN uMittira-iss .ATENT *iloinn August ,,irji'i:i.'or( 12 Ar ,AGE 333 a*n nr-cbnoED MAy z, rs,jiil BooK 73 Ar i ORE THE ? RESERVATION OF A RIGHT-OF.WAY FOR DITCHES OR CANALS AS DESCRIBED ININSTRUMENT RECORDED NUCUSi rI, iiiA rN BOOK i2 AT PACE 333. (ITEM INTENTIONALLY DELETED) AN UNDiVIDED ONE-HALF INTEREST IN AND TO SAID OIL AND GAS RIGHTS INUNDER SAID LANDS IN DEED NNCONOiU EPNU rJ, IIO] iN'ild'* 333 AT PAGE302, ANY AND ALL ASSIGNMENTS T,PNTOF OR INTERESTS THEREIN ffity;l?i?,ilit1ty pRovisiorls oF EASEMENT REcoRDED october ts, Ls6t / TERMS. CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT RTCORNPO T/-Jauuary 3t, t974IN BOOK 454 AT paCe +Si. TERMS, CONDITIONS AND PROVISIONS OF RIGHT-OF-WAY EASEMENT RECORDEDOctober 22,1W5IN BOOK 4,tg AT pAcE 875. RESERVATION OF AN UNDIVIDIED ONE-HALF INTERST IN AND TO ANY AND 2OIL. GAS RIGFITS IN ORUNDER SAID LAND DESCRIBED IN DEED RECORDED INBOOK2Os ATPAGE 584, AI.I-Y AND ALL ASSIGNMENTS THEREOF OR INTERESTSTHEREIN OR ? OF ANY QUESTION, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OFLAND AS A RESULT OF ANY CHANGETN TTTT RIVER SNP LOCATION BY NATURALOR OTHER THAN NAI-URAT CAUSES, OR AITTNEUON THROUGH ANY CAUSE,NATURAL OR TJNNATURAL, OF Td CBNtTN-irrtgNO, "**, ""ANNEL OR FLOWWATERS IN THE ROARING FORK NIVTN iVTNG WITFIIN SUSJETT LAND; AND ANYQUESTION AS TO TI{E LOCATION OF SUCU CEPTER T}IREAD, BED, BANK ORCHANNEL AS A LEGAL DESCRIPTION T'yIOI.IUTyMUT ON rrAAN[iN EON PURPOSES OFDEScRIBTNc oR LocATTNG suBJECr reNbs. RIGHTS OF ACCESS INSTRUMENT RECORDED DECEMBER 27, Igg3IN BOOK 887 ATPAGE 640 AND INSTRUMENT RECORDED AUGUST 26, LggzIN BOOK 840 AT PAGE224. C.O'g'{s BW EASEMENTS FoR DITCHES AND OVERHEAD POWERLINE As SHov/N oN IIvIpRoVffrrrsNNSURVEY DATED DECEMBER 27, 2OO5 PREPARED BY LINES TN SPACT. "'"' / i/ Ll.l.l|tllllll llllltl ill llll lltilt lll] ilt l]lt ]lt lllt'70sE45 @9t07/2006 11:41f, stAstFsib H nLSDbirF'4 0f { R 2t.oo D 500.00 sRnnretb.counry co EXIIIBIT B Orn Order No. cW}4g?D4-4 POSSESSORY RIGHTS OUTSIDE OF FENCELINE ALONG THE EASTERLY BOI.'NDARY ASSHOWN ON IMPROVEMENT SURVEY DATED DECEMBER i,_iOOSPREPARBD BY LINESIN SPACE. fi,ct,e, €rt FLOODPTAIN DEVETOPMENT REPORT for TCI Lane Ranch Catherine, CO January !l,20LO Revised March 4,2070 Prepared for: TCI Lane Ranch, LLC 401Tree Farm Drive Carbondale, CO 8L623 Contast: Jon Fredericks 970-963-L52L Prepared by: Drexel Barrell & Co. 1800 38th Street Boulder, Colorado 80301 Contact: Jim Brzostowicz (303) 442-4338 Drexel, Barrell & Co. Job Number: E5875 (H:\E5875.1\Reports\Floodplain\E5875 Floodplain Report.doc FLOODPLAIN DEVELOPMENT REPORT TCI Lane Ranch Garfield County, CO TABLE OF CONTENTS I. TNTRODUCTION A. Project Background B. ProjectLocation..... C. DrainagePatterns...... It. HOUS!NG SITE PREPARATIoN.. III. PRoPOSED BRIDGE A. Bridge Description B. DrainageBasin....,...... C. RiverChannelandFloodplain.......,... D. FloodFrequency........... E. Duplicate Effective Model (FEMA).,. F. Existing Condition ModellV. DESTGN DrscussroN Design Frequency Freeboard Preventing Failure Due to Scour..... Debris Blockage V PROPOSED BRIDGE Bridge Design....,... Hydraulic Analysis Approach Comparison to Existing Conditions.. Freeboard ....... CONSTRUCTION SPECI FICATIONS vt!. vill. REVIEW CRITERIA FOR FLOODPLAIN REVIEW REFERENCES ....... TECHNICAT APPENDICIES vlclNtwMAP,LEGALDESCRIPSION,pUDAPPROVALRESOLUT!ON,............... AppENDtXA FEMA FLOOD MAP, PROFTLE AND DTSCHARGE SUMMARY. .....,....AppENDlX B HEC-2 INPUT AND OUTPUT DATA t Floodplain Development Report TCI Lane Ranch ....4 A. B. c. D. A. B. c. D. vl. 7 7 7 7 8 ..... APPENDIX C ,4 ,4 ,4 4 .5 .5 .5 .5 .6 .6 7 .......8 LL DUpLTCATE EFFECTTVE (FEMA) MODEL....,. EXIST|NG CONDtTtON MODEI.............. PROPOSED CONDITION MODEL...... PRE-APPLICATION MEETING NOTES...... PLANS, CROSS SECTTONS AND MAPS Floodplain Development Report TCI Lane Ranch APPENDIX D APPENDIX E APPENDIX F ..,....APPENDIX G .......APPENDIX H 2 ENG! N EER'S CERTI FICATI ON STATEMENT: I hereby certify that this Floodplain Development Report for the TCI Lane Ranch was prepared by me (or under my direct supervision) in accordance with the provisions of Garfield County Unified Land Use Resolution for the owners thereof. o SIGNATURE -o-;,0 James Brzostowicz, P.E. Department Head - Site and Infra Registered Professional Engineer State of Colorado No. 40551 Floodplain Development Report TCI Lane Ranch pment 3 F. 40551 l. rrurnooucrloN A. Project Background TCI Lane Ranch willcreate 89 single family lots on a 100-acre parcel. Over 65% of the site will remain in its natural state of pasture land and riparian forest. Related site improvements will include neighborhood streets and stormwater detention facilities. The project will also include a bridge over the Roaring Fork River to create a pedestrian connection to the Rio Grande Trail on the south side of the river. Several of the proposed building lots lie within the flood fringe, and the minimum floor elevations will be set above the 100-year flood elevation. The proposed bridge abutments and approaches will be constructed within the 100-year floodplain, and the center pier will be constructed within the floodway' This report has been prepared in support of a Floodplain Development Permit application submitted to the Garfield county planning department. A pre-application meeting was held on June 11, 2009 (Appendix G). The overall Planned Unit Development was approved by resolution No' 2009-81 (Appendix A). The purpose of this report is to evaluate the effects of the proposed bridge and trail connection on the estimated water surface elevation along the Roaring Fork, and to discuss the approach for obtaining LOMR-F's for building sites within the regulatory floodplain' B. Project Location The proposed TCI Lane Ranch, hereafter referred to as the site, is located approximately three miles northwest of El Jebel, Colorado along highway 82. The site is located south of Hwy 82 and is bounded by Blue Creek Ranch on the west, the Roaring Fork River on the south, and agricultural/residential lands to the east. The site is located within portions of Sections 31, and 32 of Township 7 South, Range 87 West of rf," 6th principal Meridian, Garfield County, Colorado. See Appendix A for a Vicinity Map of the project location. C. Drainage Patterns ln general, the site drains from northeast to southwest. The southern portion of the site includes the noaring Fork River. The balance of the site consists of relatively flat agricultural land that tiers down in stageslowards the Roaring Fork River. lt is assumed that large storm events may overtop the existing drainage ditches and cause shallow flooding across portions of the site before ultimately draining to the Roaring Fork River to the south. A complete Final Drainage Report for this project was completed as part of the subdivision aPPlication. Per the Federal Emergency Management Agency (FEMA) Flood lnsurance Rate Map (FIRM), Garfield County, Colorado Unincorporated Areas, Map number 080205 1880 B, portions of the property are within the 100-year floodplain and floodway (Appendix B)' II. HOUSING SITE PREPARATION several proposed single family home sites on the southern portion of the site are located within the existing 100-year floodplain. These sites will be elevated by placement of fill to a minimum of l-foot above the 100-year base flood elevation. Designated finish floor elevations in this area will be a minimum of 1.5-feet above the 100-year base flood elevation. At the conclusion of the site grading, a Floodplain DeveloPment RePort TCI Lane Ranch 4 Letter of Map Revision based on Fill (LOMR-F) will be submitted to FEMA to remove these home sites from the 100-year floodplain. No proposed home sites will be located within the designated 100-year floodway. Selected cross sections of the lots are contained in Appendix H. The LOMR-F process does not change the regulatory base flood elevation (BFE) or floodway. Consequently, the LOMR-F process does not require hydraulic modeling. Followingthis line of reasoning, the hydraulics study contained herein did not model fill placement for the housing. lf a CLOMR/LOMR study is required for the proposed bridge, it may be appropriate to increase the scope of (and area of study for) the hydraulic model to include the placement of fill for housing sites. This would reduce or eliminate the requirement to prepare separate LOMR-F's for each individual housing site. ll!. pnoposED BRIDGE A. Bridge Description The proposed bridge will be constructed at the southeast corner of the project site and will provide pedestrian connectivity from the development to the Rio Grande trail on the south side of the Roaring Fork. The bridge will be a two-span steel truss bridge with timber decking. The center pier will be located within an island, which is above the normal high water elevation. B. Drainage Basin The Roaring Fork extends from the Continental Divide southeast of Aspen to the Colorado River at Glenwood Springs. Elevations range from over 12,000 feet (ft) at the headwaters to approximately 5,300 ft at the structure. Because the FEMA FIS has already established the flood flows, a hydrologic analysis of drainage area and coverage characteristics is not necessary for this report. C. River Channel and Floodplain The Roaring Fork is moderately sinuous throughout the study reach. There are braided side channels with islands along the project frontage. The average channel slope is 7.6%. The bank-to-bank width varies from 80 to 100 ft. This reach of the Roaring Fork is depicted on FEMA Garfield County Flood lnsurance Rate Map Panel 0802518808, effective January 3, 1986 (refer to Appendix B). The banks consist of cobbles and boulders, with a wide size range of shrubs and trees. Mature trees are present above the bank. The floodplain generally varies in width from 150 to 300 ft. D. Flood Frequency The Garfield County Flood lnsurance Study does not include a flood frequency relationship for the Roaring Fork River. However, the underlying backup HEC-2 data does list the discharge values through the study reach. For the purpose of this report, the following values were used: Table 1: Flood ue Relationshi for Stu Area Floodplain Development Report TCI Lane Ranch 5 Peak Discharge (cfs) for given Recurrence lntervalSource 1O-Year 50-Year 100-Year 500-Year FIS Backup Data 6,680 10,430 L2,280 78,430 E. Duplicate Effective Model (FEMA) A Duplicate Effective (DE) model was created using HEC-RAS, Version 4.0, and the 1983-84 HEC-2 input and output files obtained from the FEMA library. HEC-2 input and output files from the FEMA library are contained in Appendix C. Manning's n values were taken from the HEC-2 study. The entire reach contained in the HEC-2 model was not recreated in the Duplicate Effective model. Specifically, cross sections 94 through 97 were modeled in this study. The study reach length is approximately 4,000 feet. The HEC-2 data included additional cross sections not identified on the FIS map; however the studied reach did include cross sections CD (95), CE (96), and CF (97). The model was created using elevations based on 1929 datum, which is 4.51 feet lower than the project datum (NAVD 88). The downstream starting water surface elevation was taken from the HEC-2 output data at cross section 94. For the 100-year event, the estimated water surface elevations at all modeled cross sections are within an eighth of an inch of the FIS values. The one minor discrepancy can be attributed to rounding error in reported results. Table 2: Com son of Effective and licate Effective models * All elevations reference NGVD 1929 F. Existing Condition Model An Existing Conditions model (EC) was established by inserting four new cross sections at the bridge Iocation (without the bridge), based on current topographic data. The four new cross sections were positioned following the procedures discussed in Chapter 5 of the HEC-RAS 4.0 Hydraulic Reference Manual. Additional cross sections were interpolated at roughly 200-foot intervals between the upstream and downstream "bridge" cross sections and the bounding FIS cross sections (95 and 95) using the HEC- RAS interpolation feature. The FEMA FIS discharges and Manning's values were used, except that a horizontal variation in Manning's coefficient was applied to the four new cross sections to better reflect variable hydraulic roughness conditions across the in-stream island. ln addition, levee stations were selected in the right floodplain (facing downstream) between Cross Section 95 and 95 to account for the accessibility of portions of the floodplain to upstream flood flows from the Roaring Fork River. It should be noted that the cross section inserted at the bridge location shows an increase of bed slope upstream of the bridge that is not accounted for in the FIS model. Based on a review of aerial photographs, it appears that there are rapids in the general vicinity of the bridge. Rapids could indicate a change of bed slope, therefore the revised bed profile was deemed to be reasonable and no further adjustments were made. Floodplain Development Report TCI Lane Ranch 6 WS Elevation (ft)*Design Storm Discharge (cfs) Cross Section ID Cross Section Number Effective Duplicate Effective Difference (DE - Eff) (feet) 94 5,284.85 6,284.85 0.00 CD 95 6,292.78 6,292.78 0.00 CE 96 5,308.31 5,308.32 0.01 L(t, 0) Ioorl o ooN Nr''t CF 97 6,318.63 6,318.53 0.00 IV. DESIGN DISCUSSION A. Design Frequency While this project is not funded or sponsored by CDOT, the CDOT Drainage Design Manual states that the design discharge in areas of 100-year FEMA floodplain mapping is the 100-year discharge. This purpose of this project is to provide a new pedestrian bridge where there is currently no structure. The hydraulic design criteria for this project (per CDOT) is to cause less than a 1.0 foot rise of water surface elevation compared to existing conditions. B. Freeboard The CDOT Design Manual provides criteria to evaluate bridges for freeboard. Figure 4.1 (from the CDOT Design Manual) and the following equation are used: Freeboard = 0.1Q03 + 0.008V2 (imperial units) Bridge Superstructure The velocity for the freeboard assessment is determined as the numerical average of the velocity valuesjust inside the upstream and downstream faces of the proposed pedestrian bridge, between Cross Sections 95.75 and 95.7, respectively. C. Preventing Failure Due to Scour As part of the final design for the bridge, scour depths will be estimated for the 100- and 500-year floods' Scour recommendations can only be completed once geotechnical information is obtained regarding bed materials, depth and quality of bedrock (if encountered). The bridge foundations must be designed to withstand the 500-year scour with structural design safety factors being met. D. Debris Blockage Because this is a new structure, there is no history of debris blockage at the site, However, due to the wooded nature of the floodplain area, it is possible that flood flows could carry debris through the study reach. The proposed bridge will have sufficient freeboard clearance to pass debris. Floodplain Development Report TCI Lane Ranch Soill Abutment bed 7 V. PROPOSED BRIDGE A. Bridge Design The proposed bridge will be a two span steel truss bridge with timber decking. The pier will be placed on an island. The spans will be asymmetrical, with the south span of the main channel being 115' long and the north span of a side channelbeing 76'-70". Finaldesign of the abutments willrequire a geotechnical investigation and scour analysis, which is beyond the scope of this floodplain development repoft. B. Hydraulic Analysis Approach The Proposed Conditions (PC) model is based on the Existing Conditions modelwith the proposed bridge and pier inserted between Cross Sections 95.75 and 95.7. Typical contraction and expansion coefficients for subcritical reaches are given in Chapter 3 of the HEC-RAS 4.0 Hydraulic Reference Manual as: o Gradual transitions: contraction coefficient = 0.1 and expansion coefficient = 0.3 and . Typical bridge sections: contraction coefficient = 0.3 and expansion coefficient = 0.5. For the PC model, typical coefficient values were employed for cross sections upstream and downstream of those bounding the proposed pedestrian bridge; those upstream of Cross Section 95.75 and downstream of Cross Section 95.7. Contraction and expansion coefficients at the bridge (Cross Sections 95.75 and 95.7) were set to 0.2 and 0.4, respectively. The justification for the lower values resides in the fact that major flow obstruction is caused only by the right abutment. (The left abutment is outside of modeled flood flows.) Since roughly half the "typical" obstruction occurs for the proposed pedestrian bridge, coefficients were selected to reflect half the expected increase over tabulated "typical" values. lneffective flow areas were also simulated upstream and downstream of the proposed pedestrian bridge to accurately reflect areas of quiescent water with negligible channel velocity caused by the right abutment. C. Comparison to Existing Conditions Table 3 compares the estimated water surface elevations between existing and proposed conditions Floodplain Development Report TCI Lane Ranch 8 WS Elevation (ft)Design Storm Discharge (cfs) Cross Section Number FEMA Effective Proposed Condition Difference (Pc - EFF) (feet) 97 5,318.53 6,318.55 0.02 95 5,308.32 5,308.32 0.00 95.95 6,305.38*6,306.15 -o.22 95.9 6,304.44*6,303.95 -0.48 95.85 6,302.51*6,302.07 -0.44 95.75 6,301.88*6,302.05 -0.10 Bridge 95.7 6,301.88*5,301.59 -o.29 95,5 5,301.29*5,301.38 0.09 95.45 6,299.76*6,299.65 o.49 95.3 6,297.04*6,297.97 0.93 95.15 6,294.91*6,296.05 1,.74 95 6,292.79 6,292.78 0.00 L(o o) IOOr-l o oo N Nr.l 94 6,284.85 6,284.85 0.00 Table 4:rison of FEMA Effective and Conditions * These values were interpolated Compared to the FEMA effective model, the Proposed Conditions model indicates a decrease of water surface elevation upstream of the bridge by a maximum of 0.48 ft and an increase of up to 7.L4ft downstream of the bridge. The discrepancies are due primarily to the differences in topographic accuracy between the two model representations between cross sections 95 and 96, and not due to the proposed bridge. Table 5 shows the estimated water surface elevations for proposed conditions in the current NAVD 88 Datum: Floodplain Development Report TCI Lane Ranch 10 WS Elevation (ft)Design Storm Discharge (cfs) Cross Section Number FEMA Effective Proposed Condition Difference (Pc - EFF) (feet) 97 6,318.63 6,318.65 0.02 96 6,308.31 6,308.32 0.01 95.95 6,305.38*6,305.15 -0.22 95.9 :t6,304.44 6,303.96 -0.48 95.85 6,302.51*6,302.O7 -0.44 95.7s 5,301.88*6,302.06 -0.10 Bridge 95.7 6,301.88*6,301.59 -o.29 95.5 6,301.29*6,301.38 0.09 95.45 6,299.L6*6,299.65 0.49 95.3 6,297.04*6,297.97 0.93 95.1s 6,294.9L*6,296.05 L.74 9s 6,292.78 6,292.79 0.00 L(o OJ Iooc-l ocoNr!rl 94 6,284.95 6,284.95 0.00 Table 4:son of FEMA Effective and Conditions * These values were interpolated Compared to the FEMA effective model, the Proposed Conditions model indicates a decrease of water surface elevation upstream of the bridge by a maximum of 0.48 ft and an increase of up to 1.14 ft downstream of the bridge. The discrepancies are due primarily to the differences in topographic accuracy between the two model representations between cross sections 95 and 96, and not due to the proposed bridge. Table 5 shows the estimated water surface elevations for proposed conditions in the current NAVD 88 Datum: Floodplain Development Report TCI Lane Ranch 10 Table 5: Estimated Water Surface Elevations - NAVD 88 Design Storm Discharge (cfs) Cross Section Number WS Elevation (ft)Difference (88 - 2e) (feet) t929 Datum 1988 Datum L(!o Ic)orl oooN c.i Fl 97 5,318.65 6,323.t6 4.57 95 6,308.32 6,312.83 4.5L 95.95 6,306.16 6,370.67 4.51 95.9 6,303.96 5,308.47 4.57 95.85 6,302.O7 6,306,58 4.51 95.75 6,302.06 6,306.57 4.57 Bridge 95.7 5,301.59 6,305.10 4.51 95.5 6,301.38 6,305.89 4.57 95.45 6,299.65 6,304.L6 4.51 95,3 6,297.97 6,302.48 4.51 95.15 6,296.05 5,300,55 4.5L 95 6,292.78 6,297.29 4.51 94 6,284.85 6,289.36 4.57 D. Freeboard The required freeboard estimated using the CDOT equation is 2.6 ft. The freeboard provided by the selected bridge will be approximately 2.7 ft during the 100-year event. Freeboard calculations are included in Appendix F. VI. CONSTRUCTION SPECI FICATIONS Utility construction shall be in accordance with the Mid Valley Metropolitan District Rules and Regulations. Gasketed-bolted manhole covers shall be provided for the two sanitary manholes (#42 and #46) which have rim elevations less than the estimated flood elevations' Roadway construction shall be in accordance with Garfield County standard specifications Soils placement for building pads shall be in accordance with recommendations provided in the project geotechnical report. Erosion control measures will be provided to minimize erosion and deposition within the Roaring Fork. The center pier will be constructed on an island which is normally dry, so no earth disturbance will occur within the normal high water area of the Roaring Fork. A preliminary erosion and sedimentation control plan has been provided with this report. The entire project will require a construction stormwater permit issued by the State of Colorado Department of Public Health and Environment (CDPHE). The erosion and sedimentation control information provided in this report will be incorporated into the overall permit. Floodplain Development Report TCI Lane Ranch 77 Detailed construction specifications for the proposed bridge will be provided at a later date. VII. REVIEW CRITERIA FoR FLOODPLAIN REVIEW The following provisions of Section 7-70! of the Garfield County Land Use Resolution have been met A. Water Supply Systems: New ond replocement woter supply systems within floodploin overloy areos shall be designed to minimize or eliminote infiltrotion of flood waters into the systems. The proposed project will include a typical public water system, including pressurized mains. This type of system is generally not susceptible to infiltration of flood waters. B. Sanitory Sewoge Systems: New ond replacement sanitary sewage systems within floodplain overloy oreas shall be designed to minimize or eliminote infiltration of flood waters into the systems ond dischorges from the systems into flood wdters. On-site sanitary woste disposol systems shall be locoted to avoid impoirment to them or contamination from them during flooding. The project has been designed with a typical gravity sewage collection system. Two manholes will be nominally located within the floodplain (Manhole 46 in Mayfly Bend and terminal Manhole 42 in Dragonfly Spur). Because the elevation of the manhole rims will be within 3 inches of the estimated 100- year flood elevation, the risk of significant infiltration to these manholes is minimal. To further minimize the risk of significant inflow through these manholes, a gasketed-bolted cover shall be provided for these manholes. This project will not include on-site sanitary waste disposal systems C. Minimize Flood Damage: All new construction ond improvements shall be constructed by recommended methods ond practices that minimize flood damage, and using moteriols and utility equipment resistant to flood domage. The proposed infrastructure (roadways, storm, sanitary and water systems) will be constructed of standard materials that are minimally affected by flood waters. This subdivision application does not contain plans for specific improvements such as buildings or bridges. However, all structures shall be designed in accordance with all codes. D. Cumulotive Effect. The cumulative effect of any proposed development, when combined with oll other existing and onticipated development sholl not increase the woter surface elevation of the bose flood more thon one foot at ony point. There are no additional currently known developments proposed which would cause additional flood elevation increases within the study reach. Development on the south side of the Roaring Fork River is restricted bythe existing Rio Grande trail. E. No Danger to Public. The proposed development sholl not cause danger to persons upstream, downstream and in the immediote vicinity. Floodplain Development Report TCI Lane Ranch t2 The proposed development is not anticipated to cause danger to any person upstream or downstream of the site due to changes of flood elevations or velocities' F. No Chonge in Flood-Carrying Capacity. Maintenance is provided within the oltered or relocated portion of a watercourse so that the flood-carrying capocity is not diminished' This project will not alter or relocate any watercourses' G. General standards: ln oll oreos of speciol flood hozards the fottowing provisions ore required for all new construction ond substantial improvements: 7, All new construction or substantial improvements sholt be designed (or modified) ond adequotely anchored to prevent flotation, collapse; or loterol movement of the structure resulting from hydrodynomic and hydrostotic loads, including the effects of buoyancy; With the exception of the bridge, all structures will be constructed at least 18 inches above the Base Flood Elevation. The bridge will be designed to withstand all applicable loads. 2. Ail new construction or substantial improvements shotl be constructed by methods ond proctices that minimize flood damage; The proposed infrastructure development will have minimal impact on the flood elevations as detailed in this rePort' 3. Alt new construction or substontial improvements shall be constructed with materials resistont to flood damage; See item C above. 4, All new construction or substontial improvements sholl be constructed with electrical, heating, ventilation, plumbing, ond air conditioning equipment ond other service facilities that ore designed antd/or located so as to prevent woter from entering or occumulating within the components during conditions of flooding. These requirements will be met by construction all buildings at least 18 inches above the Base Flood Elevation. 5. All new and replacement water supply systems sholl be designed to minimize or eliminate infiltration of flood woters into the system; See item A above. 6. New and replacement sanitary sewoge systems shall be designed to minimize or eliminote infittration of ftood waters into the system ond dischorge from the systems into flood woters; and, See item B above Floodplain DeveloPment RePoft TCI Lane Ranch 13 7. On-site woste disposal systems sholl be located to ovoid impoirment to them or contomination from them during flooding. Not applicable to this project. 8. When a regulotory floodway hos not been designated, the Floodploin Administrotor must require that no new construction, substantiol improvements, or other development (including fill) shall be permitted within Zones 41-30 ond AE on the community's FIRM, unless it is demonstrated that the cumulative effect of the proposed development, when combined with all other existing ond onticipoted development, will not increose the water surfoce elevotion of the base flood more than one foot at any point within the community; ond, A regulatory floodway has been designated for this area; therefore this item is not applicable. 9. Under the provisions of 44 CFR Chapter 7, Section 65.12, of the National Flood lnsurance Progrom regulotions, a community moy approve'certoin development in Zones A7-30, AE, AH, on the community's FIRM which increases the water surface elevation of the base flood by more than one foot, provided thot the community first applies for o conditionol FIRM revision through FEMA (Conditionol Letter of Map Revision). The project will not increase the base flood elevation by more than 1.0 foo! therefore this item is not applicable. H. Specific Stondards. ln oll areas of special flood hazards where bose flood elevation data has been provided, the following provisions are required: (Base flood elevations have been determined for this site by FEMA.) 7. Residential Construction - new construction and substontial improvement of any residential structure sholl have the lowest floor (including bosement), elevated to one (1) foot above the bose flood elevation. A registered professional engineer, architect, or land surveyor sholl submit a certification to the Floodploin Administrator. All residential structures will have a lowest floor elevation at least 18 inches above the base flood elevation. The subdivision plans indicate a minimum allowable floor elevation for each lot. 2. No n re si d enti a I Con stru cti o n This project will not include any non residential construction (except for the bridge) within a special flood hazard area. 3. Enclosures This project will not include construction of any enclosures within a special flood hazard area. t. Floodway Floodways located within oreos of specialflood hazord ore oreos designated as floodways. Since the floodway is an ertremely hozardous dreo due to the velocity of flood waters which corry debris, potentiol projectiles and erosion potential, the following provisions shall apply: Floodplain Development Report 74 TCI Lane Ranch (Development within the floodway is required for installation of the bridge pier.) 7. Encroachments ore prohibited, including fill, new construction, substantiol improvements and other development within the adopted regulotory floodway unless it has been demonstrated through hydrologic and hydroulic onalyses performed in occordance with standard engineering practice thot the proposed encroochment would not result in ony increose in flood levels within the community during the occurrence of the bose flood discharge. The only portion of the bridge within the floodway is the center pier, which has a minimal impact on base flood elevations (0.07 feet). The total effect of the bridge, including floodway and floodplain encroachments is an increase of 0.41', which is less than the 1.0 foot rise allowed by the floodway concept. This estimated rise is confined to the area immediately upstream of the bridge, and the minimum required floor elevations for nearby lots have taken this rise into consideration. 2. All new construction and substantial improvements shall comply with all applicable flood hozard reduction provisions these Regulations. The proposed bridge will be designed in accordance with applicable portions of the regulations. All residential structures will be elevated a minimum of 1.5 feet above the Regulatory or proposed flood elevation, whichever is higher. 3. Under the provisions of 44 CFR Chapter 7, Section 65.72, of the Notionol Flood lnsurance Regulations, a community may permit encroochments within the odopted regulatory floodway thot would result in an increose in bose flood elevations, provided that the community first opplies for a conditionol FIRM ond floodwoy revision through FEMA. While the above regulations do not provide any allowance for any rise due to obstructions in the floodway, no matter how small, the floodway effects of the proposed bridge are minimal and have been accounted for in the project design. Furthermore, the estimated water surface elevations under proposed conditions, upstream of the bridge are lower than the FEMA effective model. Floodplain Development Report TCI Lane Ranch 15 Vlll. nrrrRENcEs 1. FEMA Flood lnsurance Study, Garfield County Colorado, Ftood tnsurance Study 080205V001A, revised August 2,2006. 2. HEC-2 backup data for Roaring Fork, provided by FEMA research library, various dates in 1983 and 1984. 3. FEMA Floodway Map, Community Panel Number 080205 1880, revised January 3, 1986 (current map) 4. Garfield County Unified Land Use Resolution, effective January 1, 2009. 5. CDOT Drainage Design Manual, Chapter 10, revised 9-2-09. Floodplain Development Report TCI Lane Ranch t6 APPENDIX A VICINITY MAP, LEGAL DESCRIPTION, AND PUD APPROVAL Floodplain Development Report TCI Lane Ranch 'il' ll: .ti."- ll III :':t 32I i I I I I q,,,'..-:., 31. ]\IulJord f .. 36 o\lUo L SITE '!:,--.._,/ ll\r | '-- o!64 {JE:.oqarrlqu o0-q(4O{ f I I I I i Iti. il tl lt i,63 T7S T 8S Cenr {562 .r6 10o0n \ .-l I, 39'22' ,5 i,u (MOUNT SOPRTS) 312 J13 t0R w R 87Vr,rl50oomE i C [{TEnton-GEoLoGtcAL 6uFvEy. BEEToN, vrRGtura-r 978 107"07',3o',4562 I SW SCALE 1:24000 ROAD CLASSIFICATIOI{ lvlediunr-duty- Light-duty-.--- Unimproved dirt ===:::::= 1000 2000 3000 4000 5000 TOOO FEET CONTOUR INTERVAL 40 FEET DOTTED LINES REPRESENT 2O-FOOT CONTOURS NATIONAL GEODETIC VERTICAL DATUM OF 1929 COLORADO 6000 1 KILOMETER I I'ilLE State Route lo NJ -i I I I I I I I I ,o 3 I 7 0 .5 0 n LEGAL DESCRIPTION - TCI LANE RANCH A TRACT OF LAND SITUATED IN LOTS 8, 9 AND 10 OF SECTION 31AND IN LOTS 5 AND 13 OF SECTION 32, ALL IN, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 5th PRINCIPAL MERIDIAN, GARFIELD COUNW, COLORADO, LYING SOUTHERLY OF AND ADJACENT TO THE SOUTHERLY RIGHT-OF-WAY LINE OF OLD STATE HIGHWAY NO. 82 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON SAtD SOUTHERLY RIGHT-OF.WAY LINE WHENCE A STONE FOUND IN PLACE FOR THE WITNESS CORNER TO THE NORTHEAST CORNER OF SAID SECTION 31 BEARS N26"OO'43''E 7433.52 FEET; THENCE 579'58'52"E 2725.37 FEET ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE TO THE NORTHWEST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 1.013 AT PAGE 423 oF THE RECORDS oF THE GARFTELD couNTy CLERK AND RECORDER; THENCE ALONG THE WESTERLY BOUNDARY LtNE OF SAtD PARCEL ON THE FOLLOWTNG TWO (2) COURSES: S04'55'00"W 461.90 FEET; THENCE SOL"OO'OO"E 861.25 FEET TO A potNT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE ROARING FORK TRANSIT AUTHORITY RAILROAD RIGHT-OF-WAY; THENCE L69.57 FEET ALONG SAID NORTHERLY RAILRoAD RIGHT- OF-WAY LINE ON THE ARC OF A 1565.69 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS S54"32'43''W 169.49 FEET TO A POINT ON THE SOUTHERLY BoUNDARY LINE oF sAlD Lor 13; THENCE N89"54'14"w 651.37 FEET ALONG THE SOUTHERLY BOUNDARY LINE OF SAID LOT 13 TO THE NORTHEAST CORNER OF SAID LOT 10; THENCE SOO"10'37''E 354.80 FEET ALONG THE EASTERLY BOUNDARY LINE OF SAID LOT 10 To A POINT lN THE CENTER OF THE ROARING FORK RIVER; THENCE ALONG THE CENTER OF SAID ROARING FORK RIVER ON THE FOLLOWING SEVEN (7) COURSES: s86'53'04"w 294.1,4 FEET; THENcE s85'32'23"w 117.G0 FEET; THENcE s7g.29,25"w 723.94 FEET; THENCE s89"17'47"w 118.54 FEET; THENcE s67'42,27,,w 3g6.40 FEET; THENCE 562"48'18"W 724.67 FEET; THENCE 557"58'42"W 235.29 FEETTO A potNT ON THE EASTERLY BOUNDARY LINE OF BLUE CREEK RANCH RECORDED AS RECEPTION NO. 623535 lN THE RECORDS OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE ALONG THE EASTERLY BOUNDARY LINE OF SAID BLUE CREEK RANCH THE FOLLOWING THREE (3)couRSES: N 00"10'37"w 736.64 FEET; THENCE Ng9"54'14"w 23r.46FEET; THENCE NOO'02'13"W 1677 ,90 FEET TO THE SOUTHWEST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 333 AT PAGE 511 OF THE GARFIELD COUNry RECORDS; THENCE 579"52'!2''E278.OO FEET ALONG THE SOUTHERLY BOUNDARY LINE OF THE PARCEL DESCRIBED IN SAID BOOK 333 AT PAGE 511TO THE SOUTHEAST CORNER OF sAlD PARCEL; THENCE N00'02'13"w 156.69 FEET ALoNG THE EASTERLY BouNDARY LINE OF SAID PARCEL TO THE POINT OF BEGINNING, CONTAINING !OO.44g ACRES AS SURVEYED. t T I I : T i I ilIII tilFr H11'.l|t'llilJl lt lJlilIH',lt#H{L lti,I,Il+,I ll{'t il IIIReceptlonS:778758 121@912@Og 10r25:O6 A,il Jean nlberico1 of ?2 Rec Fee:$0.00 Doc Feero.oo GPRFIELD COUNIY CO STATE OF COLORADO County of Garfield At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners'Meeting Room, Garfield County PlazaBuilding, in Glenwood Springs on Monday, December 7,2009, there were present: ) )ss ) I 'l'r.Aci ffnrrnf Commissioner Chairman Commissioner Commissioner Asst. County Attorneynehnrch Orrinn Taan Alherinn Clerk of the Board County Manager 1 I t i T t I I I I t I t I Fd C'teen (ahcerrf\ when the following proceedings, among others were had and done, to-wit: RESOLUTION NO. 2ooe-81 A RESOLUTION CONCERNED WITII APPROYING TIIE PLAI\NED IINIT DEYELOPMENT AND PRELIMINARY PLAN FOR THE TCI LANE RANCH PUD AND RETRACTTNG AND REPLACING RESOLUTTON 2009-71 (rN rrs ENTIRETY) IN ORDER TO CORRECT SCRIVENERS ERROR.S IN THE PUD GUTDE FOR THE TCI LANE RANCH PLAIYNED TINIT DE\'ELOPMENT Parcel ID: 239 I -i I I -00-033 Recitals A. The Board of County Commissioners of Garfield County, Colorado, received a Planned Unit Development (PUD) Application and Preliminary Plan Application from TCI Lane Ranch, LLC to rezone a 100.54-acre property from Agriculture / Residential / Rurai Density (ARRD) to Planned Unit Development (PUD) and then subdivide the property into 89 single-family and duplex residential lots as illustrated on the PUD Site Plan, PUD Guide, and Preliminary Plan attached as Exhibits A, B and C to ttris resolution respectively; B. The subject property is generally located approximately % miles east of Catherine Store in Sections 37 &.32, Township 7 South, Range 87 West approximately 3 miles east of Carbondale on State Highway 82 on the Roaring Fork River in Garfield County and is legally described as shown on the ac,companying Preiiminary Plan atlached as Exhibit C; n'7/? I\-fiLo (aac^- il I I ltt I 11,, FdllIr,\ FlTi lFtrld' l,lH ltt{' lltll I $rr lfl "l il I I I Receptionf: 778758 12lOgl2OO9 !€:25:O6 AII Jean Rlberioo2 ol 22 Reo Fee:$o,Oo Doc Feer@.oo GCRFIELo CoUNTY C0 C. The subject property is located in Study Area I of the Garfield County Comprehensive Plan of 2000 and is designated as Residential-High Density on the Proposed Land Use Disticts Map; D. The Planning Commission opened and continued a public hearing on February 25, 2009 on the proposed PUD and Preliminary Plan Applications and continued the public hearing until April 22,2009 and then continued the public hearing until May 27,2009 requiring the Applicant to re-notice for that hearing date; E. On May 27,2009, the Garfield County Plaaning Commission opened a public hearing upon the question of whether the PUD and Preliminary Plan Applications should be granted, granted with conditions, or denied at which hearing the public and interested persons were given the opportunity to express their opinions regarding the issuance of said Applications; F. The Garfi.eld County Planning Commission closed the public hearing on the May 27,2009 and recommended "Approval with Conditions" for the Planned Unit Development (PUD) Application and Preliminary Plan Application to the Board of County Commissioners by a vote of 4 to 0; G. On September 8, 2009, the Board of County Commissioners (the Board) opened a public hearing upon the question of whether the Planned Unit Development (PUD) Application and Preliminary Plan Application should be granted, granted with conditions, or denied at which hearing the public and interested persons were given the opportunity to express their opinions regarding the issuance of said Applications; H. The Board of County Commissioners closed the public hearing on the September 8, 2009 to make a final decision; I. The Board, on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of facts: 1. Proof of proper public notice was provided as required for the public hearings before the Planning Commission and the Board of County Commissioners, 2. The public hearing before the Planning Commission and the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at those hearings. 3. The Flanned Unit Development (PUD) Application and Preliminary Plan Application have met the requirements set forth in the Garfield County Zontng Resolution of 1978, as amended and the Garfield County Subdivision Regulations of i984, as amended. 4. For the above stated and other reasons, the proposed Planned Unit Development (PUD) Application and Preliminary Plan Application have been 2 Etll [Tr* FI1,ht'hl fl,L il*Llfillf H{,IUil ltrrtHl'Ltql'l|l"I il ll I itig*W g.ffi6'0.*'F!"16186' 33*r r ELD couNTy co determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. J. The purpose of this resolution is to retract and replace Resolution}}}g-/| (in its entirety) with this resolution in order to correct scrivener's emors in ttre PUD Guide which was attached to Resolution200g-77 as Exhibit B. This resolution contains ali of the original conditions and exhibits without change except the changes in Exhibit B (the revised PUD guide). Now, T}rE.REFORE, BE rr RESOLYED by the Board of county Commissioners of Garfieid County, Colorado, that: A. The forgoing Recitals are incorporated by this reference as part of the Resolution. B. The Plarured Unit Development (PUD) Application and Preliminary Plan Application from TCI Lane Ranch, LLC to rezone the subject properqy from Agriculture / Resid.ential / Rural Density (ARRD) to Planned Unit Development (PUD) and then subdivide the property into 89 singie-family and duplex residential lots as illustated on the PUD Site Plan and PUD Guide attached as Exhibits A and B are hereby approved subject to compliance with the following conditions: REPRESENTATIONS: That all representarions made by the Applicant in the application, and at the public hearing before the Board of County Commissioners and Planning Commission, shall be conditions of approval, unless specifically altered by the Board of County Commissioners. Z. WILDLIFE: The Covenants shall contains the following provisions: a. Fencing should be held at a minimum and any necessary fencing should be wildtife friendly. For wire fencing, 42 inches for a mariimum height, 4 wires at most with a 12" kick space between the top two shands. Rail fencing should be 48 inches or less with at least 18" between two of the rails. b. The riparian areas along both the Roaring Fork River and Blue creek are extremely important to wildlife. i. Elk usage of the property has increased considerably during the winter months. Deer and elk conflicts are to be expected within the development and plantings of native vegetation are encotraged to help reduce some of those conflicts. Etiminating the plantings of any berry, fruit, or nut producing plants or sbrubs will help discourage elk, deer, bears and other wildlife from feeding upon the landscaping. 1 J llll till 111, Frll# r, lffi. fi{f Hil H,l lfi i fl'll, Lll[ lfl ',1 tl il IReceptionfr: 778758 121@9lZOeg 16:25:@6 AIt Jean Flberico4 of 22 Rec Feergo.@o Doc Feero @O GARFIELO COUNTY CO Homeowners need to be aware that the Division of Wildlife is not liable for any damage to landscaping by deer, elk, or bear. ii. Bear/human conflicts have increased within the Roaring Fork Valley and in the vicinity of Blue Creek Ranch and Catherine Store. This has the potential to be a reoccurring problem. It is important that certain measures be taken to minimize these possible conflicts: Homeowners have and use an approved bear-proof container for storing all tash/garbage; Pets should be fed indoors, and pet food or food containers should not be left outside; BBQs should also be secwely housed in the garage or cleaned with a bleach solution when not in use due to the fact that leftover food and grease are an overwhelming bear atttactsttt; Round door knobs on the outside of doors rather than lever- type can limit beat access into houses. iii. The proposed pedestrian bridge over the Roaring Fork River should be gated to prohibit access to the RI'TA that during the winter closure period. iv. Due to the critical nature of wetland areas for wildlife, it is recgmmended that any proposed trails or paths be minimized and the public access into these areas should be limited in numbers. Access should be closed completely from December I through March 15 in order to limit the distrubance on big game and wintering bald eagles utilizing the riparian corridor. 3, VEGETATION / WETLANDS a. As part of the public improvements to be constructed by the Applicant and secured in the Improvements Agreement as part of the Final Plat Application, the Applicant shall construct a fence to a design specification consistent with the BLM's needs regarding preventing disturbance of the Ute's Ladies Tresses on the BLM parcel in the southeast portion of the development. 4. AFFORDABLE HOUSING a. The Applicant shall. be required to provide nine (9) deed-resfricted single- family affordable housing units on Lots 1, 11,12,18,25,26,28,29, and 39. These units shall be governed / administered by the Garfield County Housing Authority. The Final Plat shall note these lots as AH Units on the plat. a. b. c. d. 4 ;ltl t1'{ illl',Fdlr llli ttlll flItl+l Llh! lilL H'[lU'l' ll{' t il ll I T'"f?t?ldB"#p,i'l,rt#t"E*,":'F:.16?66'EE*,rELDc'uNryco b. The Applicant shall meet with the Garfield County Housing Authority prior to Final Plat to ensure that the required deed restriction meets tlre requfuemants of the Garfield County Housing Authority. c. "One (1) affordable housing unit is required to be fully constructed and accepted by the Garfield Cor.rnty Housing Authority and the Garfield County Building & Planning Deparfrnent (as evidenced by the issuance of a Certificate of Occupancy) for every ten (10) "free matket" lots developed within the subdivision." d. The Applicant proposes to provide a Letter of Credit to be held in escrow to the benefi.t of the County in the amount that it would cost for the County to cause the construction of the affordable housing unit. This security would stay in place until all units are built. e. Applicant shall submit an Affordable Housing Plan and Agreement pursuant to Article VIII of the ULUR with the Final Plat Submittal. Security for completion of these nnits will be addresed in this document. Additionally, the Applieant shall submit the deed restriotion and plan for the additional non-required employee units with the Final Plat. 5. OFF-SiTE IMPROVEMENTS TO CR 1OO / STATE HIGHWAY 82 INTERSECTION The Applicant shall construct the improvements to the intersection of CR 100 and State Highway 82 as approved by CDOT which inciudes a new right tum lane from northbound CR 100 to the up valIey direction of State Highway 82. Additionally, the applicant will construct a raised median between the northbound and southbound directions on CR 100 (within the SH82 ROUD adding additional safety to the turning movements. These improvements me to be paid for exclusively by the developer within the context of the Improvements Agreement. (This final design approved by CDOT shall be included in the Final Plat Application.) 6. l OO.YEAR FLOODPLAIN The Applicant shall obtain an Administrative Floodplain Permit from the Building aad Planning Department prior to the submittal of the Final Plat. The Final Plat shall show the first finished floor elevation (FFFE) on each building envelope on the Final Plat that are located within the 100-year flood fringe. 5 Illl i'r:,.l ltll,htlltilr l{rt ll+Eldll lH't Uil fi'il"llt'l lfl ',I tl ll I Receotion$: 774154 12r@dt20,og 1@:25r@6 Al'l Jean Alberico6 ol 22 Reo Fee:$@.@@ Doc Feer0.O0 GARFIELD COLNIY CO 7. ZONING DIMENSIONAL REQUIREMENTS This approval of the PUD shall allow the following variances from the dimensional standards in the ARRD Zone District and provisions in the Subdivision Regulations of 1984: A. Reduction in minimum lot size per the site plan; B. Allow duplex as a use-by-right instead of a conditional use; C. List pipelines under conditional use permit subject to pipeline regulations rather than list under use-by-right; D. Reduction in the ROW width on the main entrance roads (Haystack Road and Riverstone Drive) from 60 feet to 50 feet; E. Allowing "community buildiog" as accessory use to the residential development; and F. Allowing Dragonfly Spur to exceed the 600 linear feet ma:<imum for cul- de-sac by 200 feet. 8. DRAINAGE The Final Plat Application shall address the following drainage questions raised by the County Project Engineer: A. Watershed. The I{istoric Basin has been divided into six (6) existing sub- basins based on contour mapping, survey inforrration and field investigations. This will generate runoff in addition to the volume calculated within the development on a pre-post calculation methodology using the rational method derived from the SWMM program of intensity, duration and frequency. B. Treatment of Stonnwater Ru:roff. Water quality treatment for stomr water is discussed within the Preliminary Plan. In order to protect the water quality in Blue Creek and the Roaring Fork River, it the county's expectation that all runoff from roadways, parking areas, roofs, and similarly developed areas will be tueated using best management practices of retention basins and sedimentation swales as per the submitted improvement plans. C. Depiction of Offsite Water Pipeline to Development - These plans will be prepared by the Applicant's engineer and reviewed by the Mid Valley Metro District's engineer. The main issue to the County is proof that CDOT will allow the utilities in the Highway 82 ROW and whether there is adequate room in the ROW for both the water and sewer line. D. Depiction of Offsite Sewer: Same comment as for the offsite water lines. 6 7 A. B lr lr l: l: lr !{#*itxi##til HI#JT# :::::*::',' ',' 9. GEOLOGY 10. IMPACT FEES 11. NOXIOUS WEEDS 12. REVEGETATION SECURITY The Final plat and Covenants shall contain the following plat note to address potential sinltrolesl ,,If conditiof{ are indtcative of sinkhole related, problgms arc encountered during ,it, tpirt1i soil and foundation studies for the houses and other movement ,L*itf* facilftiis, an alternative building site should be proposed or the fiastbitity of mitigation--evaluated Prospective l@meowners ihouia nt ad*sea of tie sinkhole potenttal, since eaily detection o1biilatug distress and timely remedtal actions are important in reducing ihe cost ofbuilding repatr and should an undetected subsurface void start to develip into a sinkhole after consffltction-" Thedevelopmentissubjecttodevelopmentimpactfeesadoptedbyfu carbondale and Rural Fire Protection Distict. The developer will be- requirea to enter iot * agreemgnt with the District for the payment of arr"top*"nt impact fees. fxeoution of this agreement and gayment of the fees are due prior to the recording of the finui plat. Fees are based upon th9 i*p*t f*r uaopt.a Uy the Disf,ict at the time the agreement s executed' ThL current fee for residential development is $704.00 per unit. The Applicant shallbe required to provide a school land dedication or fee in lieu of dedication to the^ng-t Sltool Distict at the time of Final Plat pursuanttotherequirementsilt".GarfreidCountyUnifiedLandUse Resolution of 2008, as amended. This fee is collected at the time of Final Plat. The Applicant shall include a provision of weed management in the Improvements egreemrot ,o guarantee that weed management will occur in the f"ir. on undevetp"J 1ot, *I fot the open space aleas.^ Th: County Vegetation Vt*ugo r""o**.nir * *ou"t of $6,Cl0O per year for four (4) years ($24,000)' The County Vegetation Manager requires a revegetation amourt of $2'500 per Jisr,r*ea "cre fi. the upland i"*, which would total $60,000 for the 24 acres disturbed by the aevelof,ment. This fee shall be submitted to the County with the f i"J pnt Application and addressed within the Improvements Agreement' llll lTrr ltllr, hrd,\l fl ,! t1{1, $il: I # h\ttt4 !|il I ftl Hl' t I I tl I Receot ionB : 778758ntadtzoag 10:?5r@5 Al,l Jean AlbariooI ol 22 Rec Fee'$0.00 Ooc Fee:@.@0 GARFIELD C0UNTY C0 13. CONSTRUCTED WETLAND SECURITY This area is 0.268 acres in total. The County Vegetation Manager requires that the appticant provide Garfield County with a cost estimate for this work. When this infornration is provided, Staff will recommended a secufity amount fo1-the wetlands work. this estimate shall be submitted to the County with the Final Plat Application. 14. COVENANTS Wetlands are mentioned in the covenants (3.36.4). The Cor:nty Vegetation Manager requires that additional language be added that would disallow landoimers 6om adding fill material into designated wetlands within their lots. The Applicant shall address the issue of mosquito management in the neighboiilood constructed wetlands area within the covenants. The Applicant shJt provide protective covenants as part of the Final Plat application' n*Datedthis 'l? aayof DLd-. ,A.D.2009. GARFIELD COUNTY BOARD OF COMMISSIONERS, COI.JNTY, the ru-.L'0.4/44 Upon motion duly made and seconded the the following vote: by John Aye Aye Aye Mike T16si STATE OF COLORADO 8 County of Garfield ) )ss ) ?,rj"*tii,i.ll#i#ifl .',TI"ffi ,TH:.::*r,,n'',il,,, I, , County Clerk and ex-officio Clerk of theBoTl of County Commissioners in and for the County and State aforesaid do hereby certifu that the axnexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for saidbarfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this _ day of . A.D.2009 County Clerk and ex-officio Clerk ofthe Board of County Commissioners 9t I ll I Hl'I Iffi FJIM I lll,'I I il#ilf,Hfl' t*It Ht:ff lf, H'l"i tl ll I Receotionil i 71A758tztodtzoog 10:25:o6 Al'l Jean Qlberlcoi6';i'ri-i";-ile,so oo o6c-Fee,6.oo GFRFIELD couNrY c0 9EoE q c E + @ u E fo6. ;ddd c aI t a <oiiEE r EEEE g E p E.P o o Eo 65 E p ,> t .T U 3 U t o E Eog .2t t E aot E0 I 6 I q {!l ll! ! ft F,{UILU,[ I {r{Jtl ril d |t H' r: t t{rd fttr I llt [ il I I IReception#: 77EZSE1?tggl?!Og l0r25 06 Al't Jean Rtberico11 oj 22 Reo Fee,$0 00 Dic-FeJialbo-dcnrrEuo couNry co T I T T I t T I t I I t I T T t I I t 0 @ o o:Ic2ot =2ti E!u!'u?OroI oo4 .9oz i *$F{rge , \ e5 0 rj"iriEf Et s t rl6 ii 5r:lr.lii;c < i r 5v. - {i{;is{g{l.5tat.ili:I E iSii$i5iC I:: i t.i !E9'tuf[9Yo ?4o 18A,I.r ubriq$ FF$SEfl iiII t7 9|: ii O --i el E r.sillt -:ril';d iEri. lo iiJ!a - !:\l!P 96i!i5 i'i;E-oJ r ;uc! -1^Sa< e otet 6 ou6o oo E op oq co Nrn-!q i- !E<! o5o c .9 ouE; o u I it i c :s ! U 3 U !8Fi i o I 969.3!E Illl Hfi lNft FJlrl[[ffi lillfl ,tr{,[, l'il{hr'lf l+HillIll{"1 Il ll I Receotionfi: 778758 tztositzo/gg 1@:25r06 Al'l Jean Aibeqlcgii';i'11-4";-rEeiSo os Doc Fee:o 00 GnRFIELD couNTY c0 TCI Lane Ranch PUD Guide Revised September 2009 TCI Lane Ranch Planned Unit Development Proposed Zone Dlstrict Designations PURPOSE The purpose of this DeveJopment Guide is to define the zone districts within the TCI Lane Ranch PUD. The zone districts contained herein shall serve as the governing land use regulations within the PUD. The Guide replaces the current applicable zoning provisions of Garfield Counry with project specific regulations that are more appropriate to the goals and objectives of the TCI Lane Ranch PUD. The zone districts contained in this PUD Guide establish a comprehensive framework for the developrnent of TCI Lane Ranch, including residential, open space, trails and access, and tpgqielutility uses. ENFORCEMENT The provisions of this Guide are enforceable by the authority and powers of Garfield County as defined by law. EXISTI NG ZON I N G: A/R/RD -. AGRICULTURAL/RESIDENTTAL/RU RAL DE NSITY: A. Uses by Rightl Agricultural including farms, garden, greenhouse, nursery orchard, ranch, small animalfarm for production of poultry fish, fur-bearing or other small animals and customary accessory uses including buildings for shelter or enclosure of persons, animals or property employed in any of the above uses, retail establishment for sale of goods Guiding and outfitting, and park; Single-family dwelling and customary accessory uses. (A. 86-09) Accessory dwelling unit approved as a part of a public hearing or meeting on a su bdivision or subdivision exemption or guesthouse special use approved after 7/95 and meeting the standards in Section 5.03.02. B. Uses, conditional: Aircraft landing strip, church, community buildings, day nursery and school; group home for the elderly. (A, 97-50) Pipeline (Subject to review and approval per procedure and requirements of Section s.07) (Added 200s-s3) lllllltr I ltffjff_{ifl fi : I t fl Hq I fl t' tfl { I t t itt tf l{t,,l I I I I ft"'"sEJ;d'-H1irii.?6liuoi:"p"llB"66.Bnrrr,.ocouNryco I I I T Boarding or rooming houses, studio for conduct of arts and crafts, home occupation, water impoundments. (A. 36-09;g7-10g) C' Uses, special: Airport utility, feedlot as principal use of the lot, crematorium, agriculture related business, resorts, kennel, riding stable, and veterinary clinic, shooting ringe facility(A.98-108); Two-family dwelling camper par( ski lift and trails; broadcasting studio, communication facility, corrections facility, storage, storage of heavy equipment, golf course driving range, golf practice range and accessory facilities, commercial recreation facility/park;(A. 97-G0; 97-LLz) Mass Transit Facility (added zooz-Lz) Public gatherings; storage of oil and gas drilling equipment; site for extraction, processing storage or material handling of natural resources; utility lines, utility substations; recreationalsupport facilities and guest house. A.lg-ttz;g0-64; g0-1g0; 80-313,81-145; 8 1-2 53; 84-7 B; 86-9; 8G-84; 8G106; 87 -7 3; 99_025) Accessory dwelling unit meeting the standards in Section 5.03.02 for any lot not created after a public hearing or meeting after 7/95 Kennel Group Restdential Facility for Children & youth (Add 2004_62) D' Minimum Lot Area: Two (2) acres; except as otherwise approved in a Cluster OptionE. Maximum Lot Coverage: Fifteen percent (15%) F. Minimum Setback: L. Front yard: a. Arterial streets: i. Seventy-five (75) feet from street centerline or fifty (50) feet from front lot line, whichever is greater b. Local streets: i. Fifty (50) feet from street centerline or twenty-five (25) feet from front lot line, whichever is greater2, Rear yard: Twenty-five (25) feet from rear lot tine3. side yard: Ten (10) feet from side lot line, or one-haff (t/zl theheight of the princlpal building, whichever is greater G. Maximum Height of Buitdings: Twenty_five (25)feet H' Additional Requirements: All uses shall be subject to the provisions under section 5(Supplementary Regulations). TCI Lane Ranch - pretiminary ptan / plJD September2009 tr ll I iYt I'tit FJI r M,ilI i lfi', ltil r. H[: F{ r: I dU fH I I l{l 4 I I I I IReception*: 778758l?lg9l29Og tO:25:@5 SI Jean Alber.i,co14 of 22 Rec Fee:90.00 Doc Fee:0.00 GARFIELD COUNTY CO TCI Lane Ranch PUD LAND USE Total Land Area............. Total Developed Area (Zones) 100.45 acres +/- single Family Residential; Duplex Residentiah community utility TotaI Open Space Area (Zones) 31.46 acres +/- community center; common open Space; conservation Easement...................,..,.6g.g9 acres +/- Total Number of Residential Lots...,..,.. .........89 Total Number of Dwelling Units.....,...... ........89TotalArea of Proposed Non-Residential Floor space (existing buildings) Community Center (1,450 sf); Ranch Cabin (650 sf); Log Shed (ZSO sf)........ .. 2,350 sf Total Number of Proposed Off-Street parking Spaces (1 space per BR, min.)................,......200 - 506 Total Proposed Denslty ....,......,................,:.........1.13 acres/dwelling unit 3I t Unit Type/_Max. Sq. Et.Max. Sq. Ft.. quantity Half-Duplex 1fl)0 sf 10 Half-Duplex Affordable 19@ sf 8 Single Family 2600 sf 10 Single Family Affordable 2500 sf 5 Single Family 38O0 sf 38 Single Family 5500 sf L7 TOTAL UNITS 89 Zone Dlstrict Gross Acres +/- Single Famiily Residential 26.372 Du lex Residential 4.109 Commu 0.979 Comrnun Center 3.414 Private Common nS 33.178 Conservation Easement 32.397 TOTATACRES 100.45 +/- TCI Lane Ranch - pretiminary ptan / pLtD September 2009 I T T t T t I T I T I T t T T I T I T q[|H I H ffj!$j# r, lt rrl lttl'i H[ Htf utriHr r tfl ,,1 r I I I I ',3''"?' ,9,9* "l';33 ; 88 88,iB.F"l I ff 6d"ERo., ..0 couNry co DEFINITIONS A" Maximum Allowable Floor Area: The totat net square footage permitted to be built on a Lot. The net square footage calculation shall include: heated living spacg mechanical, stairurrays, and other traditionally non-habitable space, as measured from the exterior walls. Garages or accessory building(s), heated or non-heated, attached or detached, up to a combined total of 650 square feet shall be exempt from the maximum allowable floor area.calculation. Any floor area of these elements in excess of the exempt 650 square feet shall be included in the maximum allowabte floor area calculation' Patios, decks, balconies, porches and exteriorstainrtrays shall not counttowards the maximum allowable floor area unless the totat square footage of these features is greaterthan20% ofthe net square footagg in which case the excess ofthe 2o% shall be counted towards the maximum allowable floor area. Landscaped terraces, trellises, and pergolas shall not be counted towards the maximum allowable floor area. TCI Lane Ranch pUD ZONE D|STRICTS A. single Family Residential Zone District (Lots !, 4-Lo, L3, L4, L7-24, zl, go,3!, 34-30 39-82,81 88, 89) 1. Uses by Right: Detached, single-fumily dwelling and customary accessory uses2. Development Standards a. Setback: Allstructures shalt be located within building envelopes as identified on the Final plat 1) Building foundations shail be fuily contained with the pratted building envelope 2) Roof overhangs shall be permitted to extend a maxirnum of three (3)feet beyond the platted building envelope3) Upto 350 square feet ofcovered porch rnay extend ten (10,) beyond the platted building envelope when said porch fionti the street from which the lot is accessed b. Maximum Height of Structures: Twenty_five (25) feetc. Minimum LotArea: fu defined on Finalplatd. Maximum Allowable FloorArea: e. 1)Lots 1, 4,8, 13, LA, L9,36, 39, SJ, 67, 6g,72,74, g!, g2, g9: 26fl) Square Feet 2)Lots 5, 7, 9, 70, L4, !1, 20, ZZ, 23, 24, 27, 30, 31, 34,35, 40, 4L, 44, 45, 4g,49,50,52,54,56, 57,50, 53, 69,70,7L,73,75,7g,79, go, g5, gg: 3g00 Sguare Feet 3l Lots 5, 2L,42,43,46,47,57,51 5g, 59,67,62, il,65, 66, 76,77 :5500 Square Feet Off-Street Parking: One {1)space per bedroom, minimum two (2) spaces required per lot. 6arage, carpo.rt and driveway parking shafl count ioward off-street parking requirement 4 TCI Lane Ranch - Pretiminary plan / plJD September2009 5 lI I I I T T I I T I I T I T t T I I I $HILI,HHI#!#:i1HS.-#3:T:::0",, B' Duplex Residential zone District (Lots 2, 3, LL, Lz, !s, L6, zs, 26, zg, zg, g2, g3, 37,?9,93,94 96,97) 1. uses by Righr Attached, singre famiry dweiling and customary accessory uses2. DevelopmentStandards a. Setbacks: Allstructures shall be located within building envelopes as identified on the Final plat 1) Building foundations shall be fully contained with the platted building envelope ' 2) Roof overhangs shall be permitted to extend a maximum of three (3) feet beyond the platted building envelope3) Up to 3s0 square feet ofcovered porch may extend ten (10,) beyond the platted building envelope when said porch fronts the street from which the lot is accessedb. Maxlmum Height of Structures: Twenty_five (25) feetc. Minimum Lot Area: As defined on Final plat d. Maximum Allowable FloorArea: 1900 square feete. off-street parking: one (1)space per bedroom, minimum two (2) spaces required per lot. Garage, carport and driveway parking shall count ioward off-street parking requirement c. community utility zone (Tract A- 0.939 Acres +l-,Tractc -0.021 Acres+l-,Tract H - 0.019 Acres +/-)t. Uses by Right a. The construction, operation, maintenance, repair and repracement ofcommunity utilities and related facilities and structuresb. To provide centralized utility facilities to benefit members of the TCI Lane Ranch Homeowners Associatlon and other parties to whom the Association may decide to provide such service or conduct business withc' lnstallation and maintenance of photovoltaic panels, arrays, or other solarpower generating systems or equipmentd. Wastewater lift station(s)e. Landscaping and irrigationf. Vegetation management necessary to facilitate construction and maintenance of commu nity utilitiesg. Fencing2. DevelopmentStandards a. Minimum Lot Area: 0,15 Acres +/_b. Minimum Setbacks: 1) From Easements: Five (5)feet2l From Lot Lines: Five (5) feet, except as noted below3) From Residential Lots: Fifteen (15) feetc. Maximum Height of Structures: Twenty-five (25)feetd. Per Garfierd county supprementary Regurations 5.03, conditionarand special Uses, 5.03.17 Sorar power Generating systems, ail proposed sorarstructures shalldemonstrate the following : T-Cl Lang Ranch - preliminary plan / pUD September 2009 T T t T T T T t t T I T T t t T I t t {ilI [h lrflh ff.[-ry,ff t[t#, Ht ht,Ettt Hll i F#lf lt{,* u il IReeept ion$ : 778758 i',' g?' Z2'B J'r33 ; 38 3B d:'F"l I B:6a"Bnnr r ero c'uNTy co 1) No impact to wildlife and domestic animals through the creation of hazardous attractions, alteration of existing native vegetation, blockade of migratlon routes, use patterns or other disruptioni2) separated by suffrcient distances, such use from abuttlng property whlch might otherwise be damaged by operations of the proposed use(s) 3) comply with the volume of sound standards set forth in the colorado Revised Statutes 4) The facility shall be operated that the ground vibration inherently and recurrently generated ls not perceptible, without instrumentr, ,irnypoint of any boundary rine of the property on which the use is rocated5) The proposed facility will be operated so that it does not emit heat,glare, radiation or fumes which substantially interfere with the existing use of adjoining property or whlch constitutes a public nuisance or hazard 6) Any repair and maintenance activity requiring the use of equipment that willgenerate noise, odors or grare beyond the property boundaries will be conducted within a buirding or outdoors auring ihe hours of g a.m. to 6 p.m. 7l Any lighting of the facility shall be pointed downward and inward to thepropEfi center and shaded to prevent direct refrection on adjacentproperty D. Conservation Easement {Tract B - 32.397 Acres +l-ll. Uses by Rffit a. Private trails for the benefit of the Association, their assigns and Suestsb. Public trails, as signed for said access, being paved or untaved ! c. Bridges for pedestrian and bicycte used lnterpretive signing displays and instaltationse. Actions intended to benefit wildlife and/or native species, such as habitat restoratlon, vegetation management and seasonal closuresf- Agriculture, the keeping of livestock and accessory uses and structures related to said usesg. Drainage irnprovements h. Fencing Development Standards a. Paved trails shall not exceed ten feet (10,) in widthb. Paths constructed with a aggregate surface, such as crusherfines, shail be amaximum of six feet (6,) widec. Natural surfaced trails shall be a maximum of two feet (2,) wided. Fencing shalt be "wirdlife friendly',, according to standaios deveroped by theColorado Division of Wildlife 2. o TCI Lane Ranch - preliminary ptan / plJD September 2009 7 rl I I T t t T T t T I T T T T T t T T Qll tli Htfffiufitlr [+rtl Fl[ F lu l#f I l* L' IHI lll,,l d ll IReception$: 77A7Sg 1A' H' Z9'i*"y;33, 88 8E oi:"p"!l B:66"Bnnr r ero couNry co E. Private common open Space (Tract c - 31.s14 Acres +/-, Tract D - 0.493 Acres+l-,Tract E - O.gg5 Acres +/-, Tract I -O.1r76Acres +/-)1. Uses by Right a, Agricuhure, the keeping of livestock and accessory uses and structures related to said uses b. Non-organized recreationc. pedestrian and birycle trailsd. public parking for the purposes of access to pubric fishing trairse. Bridges oossing ditches and drainage improvements :f. Limited public access (restricted to designated t,ails/routes only)g. Community entry features/monumentation/ signageh. Freservatlon/restoration/maintenance of existing log shed structure and ranch cabin i. ponds and irrigation ditchesj. wetlands; maintenance and enhancements to existing wetrands and creation of new wetlandsk. Landscaping and lrrigationl. Mail box facilities for the purposes of centralized mail drop-off and collection m. Picnic shelter or gazebo n. Barbecue o. Drainage irnprovementsp. Utilities q. Fencing 2. DevelopmentStandards a. Minimum Lot Area: as depicted on Final plat b' Minimum Setbacks: Ten (10) feet from adjoining tracts, lots, and easementsc. Maximum Height of Structures: Eighteen (1g) feet F. Community Center Zone (Tract F - 3.414 Acres +/_)t. Uses by Right a. Building and/or buildings, including the following uses:1) Meeting/gathering space , 2) Office space for use by the Association3) Recreationarfitness equipment, workout space and locker rooms4) Swimming pool (indoor or outdoor) 5) Kitchen facilities 6) Restroom facilities b. Sports fields/open turf areasc. Facilities for other outdoor sports, such as volleyball, par course, running trail, etc, d. Facilities for tennis or other court-based sportse. Community gardens and accessory uses and structuresf. storage and maintenance of equipment and materials used during, or to maintain, recreationar and community garden uses; nonresidentiar structures for persons and equipment engaged in said activitiesC. playground/playequipment h. Landscaping and irrigation TCI Lane Ranch - Preliminary plan / plJD September 2009 I t T t t I T T t I T I T t I t I T T T IIll fit ttUtFJlrifl L!ffi tt'l{ Hf Hfi Hl Nl il rr.F#Il{l,t tl ll I ReceptlonH: 778758 12lOgl2AO9 l@r25:06 AI1 Jean filberico19 ol 22 Rec Feer$@.00 Doc Fee:o.@o GARFIELD CoINTY c0 i. Ponds and irrigation ditches J. wetlands; maintenance and enhancements to existing wetrands and creation of new wetlandsk. Pedestrian pathways l. Parking m. Drainage and utility improvements n. Footbrldges over irrigation ditcheso, Fencing 2, DevelopmentStandards a. Buitding Setback 1) From Access Easements: twenty five (25) feet2l From Residential Lot Lines: twenty five (25) feetb. Maximum Height of Structures: Twenty_five (25)feetc. Minimum Lot Area: as depicted on Finat plat d. Maximum Allowable Floor Area: nonee. Mlnimum off-street parking: fourteen (14)spaces, incruding one (1) accessible space f. Additional off-street parking: future community facirities, or expansion of existing facilities, if any, shall provide a rninimurn of one (1) space per five hundred (500) square feet additional net floor area TCI Lane Ranch - pretiminary ptan / ptJD September 2009 illl fit llllhFJlrll{ t lt#, l+ fi ftl f I +q:H' r:ttH ll{fi lfl ,,[ ill ll IReception$: 778758 121@9tZA@9 1@:25:06 f,t'l Jean nlberico 2@ ol 2? Rec Fee:9o.O@ ooc Fe€:O,OO GARFIELD CO|-INTY CO o!.4 [.lr Ag; ,l: Ig iE il r! 811 t:I! 'tr !sr.rd ir;!!ni iri o tr l; c,D: Q $iii $fiii iliii i$!Srl!r ! ! ! I I i* E ! 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I I I II o Eo E b I I L. e-rE I3 $^) I 'o I t-lt t:)a t9 Ir8 o l\ \j-t 5i_ .f,;{ s I, e lil 'hJ s a a' \I Ci ulI, Z t I t-:t I"qi t & II ;I I ;l {[IilP1 I ltt t{r&l]Llffi , tt lit?tT H f: Hf H I i ty H H1, t I I I I IReceptionfl i 778751812t@9t2OO9'tO:25rO6 ept Jean Hlberico21 ot zz Rec Fea:gg.o0 ooi-F'elii6lb6-6ecrreuo coLrury co sr I I T t t I I I rl I I I I t T T T I t .y @ (H\5 I /. a.. & o .t L o ^+n I 4 q ?t iiii xl -.1(} E' #e 3?*;;2.dfi>c)Eg5T!_t i$ePx:88> E iid= Z E::g:5>Z fiHIcr H Fez*9.{ iEoYam8s<gni tr Egg F<rrlz{ I I I ( # t., {zostro NEE Eeli 3E I I,"ll;!t iii:i;ii:::t:: IfiI!II "ll t I l ,i i t Ii :@hEtrss*E- @ o !,rj,1tli,H[l:ry##':H"r[lllj]:.T'*E,,* ;,,,, TCI LANE RANCH LEGAL DESCRIPTION SEtrIT#{ Hffi szsre:r'!$ ra,B.$+ r6Fri ftEHqE sEcTls,t{ t69.87 SOUMBLY t0Q.r!4S I T T t t t APPENDIX B FEMA FLOOD MAPS FEMA Garfield county Flood lnsurance Rate Map panel ogo2o5 1gg0 (in 1g2g Datum) FEMA Firmette from Map panel 080205 1890 (in 88 Datum) FEMA Floodway Map, community paner Number og02o5 1gg0, revised January 3, 19g6 Floodplain Development Report TCI Lane Ranch I I t I I I I I I t I t I t I I I I I I\ E]E.,!il.Yrt rHaoyi.ry .-. - L Ild rL!.ro,, r -r -5r3- .- .).,. ,i, l\, ll lii 1 ,,! .1.: ',..r-.:.- -\-_...-_:,- 2423 EE 19 6 .Mr,5 !d! vilnrr D:Nh d|9lo EXILAMTION OF ZONE OEsIGNATIONS lrr r &- or Dort! td: k hd er,oil n tuE!ir;ed o!,.kc. { *d rd |@ rE! tu..rd ry rYE o rlEn!6rlb&d6*rt;o tl&kr &nn e Yil erirlD M( irdd !&nb 6rtr' sh--tifitd6atrlrcBlui-.b" - hn ^.-s &. d robd lMhu'!r-6&@nrd ,oGrE n@J b r PoGr. it M k.nituh.gik6b'effiEd '.t&',rr*n-o.;-bn,Btud{!lr*tq.d lturfil c ^ri! uIni.ua, tuhr Ie ,ed hi @*. nd N.d. tud tro t&'v {{* E6l;hrturH6dt u, ibd !,s drh| ih! stulr u. tu. lldh,'i ZONE C I I1':.-=-=..@ i' i1 ZONE G it- NOTB TO EER ra ^"!{,Edr rbclud!.n u.e a.ndvl i\rn^L rotilfrficrrof,. uran Ei b1e Ei' lE!-,I il40i rl3{6s, m 26 2 ) 29 cZONE D.qn*ndinrcF,,4 s& tur d rqtu b ,4 h e rdharns o' de;drrbQd.l.d r. ,rd'n,4 q {llJ{ r @il* 'od hdlr ,o *r a g rrED rr{ue^Ect ula iAr arFrorvE :*ah..i0o, , tL@r\lvr^ncEr^rENiltEvltrolr- q ,iYr t4a! I s. d6rlun6, fs nd .r6i ranu tI:!,q ntrrn,iltr, B 33 & {eE-' d6deDE r;ltornrrp.ot'e roila c r.E ^E l&Lr[ ^L! src ffirEmr $D[c ^iE zdraaar^lE*frrc rcNE I I \ ) .:t'l ZONE | ..," --'-=' 5 4 I 1 (EY TO MAP @ I a16 20ilE zilE llrallr. tor! ilSalult ?toaur I 1 L2 tlRIrl fr000 ils0RlilcE RAIE rAP GARfIELD COUNTY. COI,ORADO flNh_COAPORATED AREAS) PANE! 1880 0F 1900 cl}rtl,tm.PttEt mrBEl 08ll205 1880 B rtP Stvrsr[: JAilUARY 3, I986 FsHEqqLq@tAe D e- ,i t 2720 ! t N -\-:\L: br q q- -\L ! I.l I Ej t I T t t I I I I I I T I I I I I I I 3ir l I ,,1 'l2L2019 31 6 2423 ,,2-- llrT- -- i; It/ Ii^ 22926 35 '25 I i_-i - 36 33 ':"" ..-". -.-32 4 I I I I l 2 5 i I I )'l$/' -9, ) 1 --.>-j,' Site KEY TO MAP - fldiol^! rHtsu! - --. rLoot.Y_E ,,.G lH;l;,li.f'*" -1-- trDrJ r. ao*.iinhi, h.t*d Ek,lmv h.r@i ^rkr. - rt.€tu.il, n .[ ,,dn.n, &i kh r. rh! w .rrklr Fd rtu,rkr br &p rd Drr. IJk rh,. x.di.r .'dr n :l NOIEsAO USER 6 o--o TlOODWAY n000 l0uillrtRY Altll tt000ulY tlP GARFIELD COUNTY. COLORADO (UNTNCORPORATE D AREAS) PANEL 1880 OF IS(lI} cll[ruilTY+$tEt liluttt 080205 1880 ItP NW$ED: JAt{UABY 3, 1986 F+Fl tuqco.y Mryt Asaq D L2 7 o 9 .l- . 1,. it'.-@ @ 1 iln0tlt. tt000 fisutltcE rioerlr I I I I I I I I I I T I I-I I I I I T llool ZONE C RM24 6264 31 6270 O)\'J CD co 25 E A3 R ZONE B NEC ZONE 6288 Proiect Area \ E B 6296 ilrilllillt r$00 tilsuRtltct Pn0Gnlt TLOOD I]ISURAilCE NATE MAP GARFIELD COUNTY, COLORADO (UNINCORPORATED AREAS) PANEL 1880 OF 1gtlll {SEE MAP INDEX FOF PANELS NOT PFINTED} c0iltiluiltTr.PAlrtL ltuirBER 080205 1880 B ilAP REYISEI): JANUABY 3, 1986 Fedeml Emergency Mansg€nrent Agency FIRilI ThiE is an oficid cop:/ ot E portion o, the aboE reierenced flood map. lt w8 extracted uaing F-MIT On-Une. This map do6 not rellet changea or amendmenta whlch may haE been made subsequent to the date gn the title bl@k. For the lat6t product lnbrmatlon about National Flood lnaurarce Program flood maF check the FEMA Flood Map Store at M.mBc.fema.gov APPROXIMATE SCALE IN FEET 1000 0 1000 D APPENDlX C HEC-z INPUT AND OUTPUT DATA Dato obtained from FEMA Librory Floodplain Development Report TCI Lane Ranch o + i I .:) ++.trgC'd CIto 1hliC 61(},t 6+.-l ,J{ 4q* $ Eocteild $i: ild'!r ra^--?c-tD ,1:ooq or :jiori- ::. eir: ci'.r. d: ..o i.:.. -6 0i - J :5i: -.J :iir liIoe ::.. cJzr!'u!i .i5.o_ri5olduo4i*x$' ',E.- r..6 ho.-$3Jqo4'I?F.1 ji- ,' ,* h;k.& .,E[)fa,: g, iig" d.A iEeI.?=atstJ .i{ d: 6'O,ri'r E.r. ii ;ro#o50ua'!J a<rao-:a I -liru - tdJo6+o<or :," !ri{Ec.'l< CacCoS-a-o-'ja , :,: o aiq o :' '?rt o.. Ci a: i.' ri o9o<qa '?- E zE oJOuO ro oF c! o O-i o o :t e.ot*o,t 'i:- oo.oo at-cl.to4* ci a).t t_a:i, l_r':,:. i!at i+laq lj' r:i. o Z - 4Fr- aF v_l d o z oz ao I Fa oo d o I o I o : f I tj: : ,.,, ., i ! '. .l 11 i:_i .i, -: h.; 16 r.. i. 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L-Oeo La !l cl algo oo Ni\maoo l-o oe ooocQO IF o ',1-i':, , l::r !, .;:,n:-. i ':.;, i,.:,1 : ' ii'l . -:.;! .':.'i: ..': ,'.:: t' I I I t I I I I I I I I I I I I I I I .{rtsft :._ ';' 1l I I !r:o{ h6rFqfl).J I! tr.1i)q &ctat ?ti 3;:F8 9?='!11{€l,!lii 1a .5.' c ir : :, .t. .*. iirl,*|.:i rli .i:{ :7f:{ ii:.1 t;: 'i: 1.:1 _ -,1t :s , ,ii .|,.,. : ,'4, '.,i 'lli : fi APPENDIX G SELE TED PLANS, CROSS SECTIONS AND MAPS Floodplain Development Report TCI Lane Ranch IIIIIIIIIIIIIIIIII- Figure 1- - Proposed Bridge Site Map I l,l I I : {-I llrl I LOT 6I o.t6 AC l_-. l ( j ;._r--,o I ( t_\. I i- f)j' ( ) l i t E E ii i \l I \ I I LOrGntu\ r\ o fl. ru mRK SI BE N rcmrr$c w THE cD$m oPmtr ff ll1duE iwiiirri'ir;itrirtrtts run rom uo unmr ornrusnilr 2006 Extlor ilD iiiriiidi*tcii inorisotts. rrt uIEl clET tlr slrrlDlffr' ffitro mu[r Hriiimoi. mo ns pmto coffiucT sD mrufis L \ .L LOI c2 nE slflre @xmNs fl0um ofi mE PUI{S ,r8E El6[D 0N n€ ES iiruiu irlumnm. iu co'irrusm s Gpilglc ron trnffiflG Etsil{c coilomoNs m mn IE flT 0r l[ ilE]l c0ilflnuqul cJ. ilt coNlffiIon sR[ oE 8EP0NSIELE ffi ultlst6 l]tE SEMY 0l Al mqm fl! mvAnolls [uRtrc @milijElltll ( 1 ETSE COUNSE )ffi**u* ro E rEo @E N astxB{r REcom mff cflslhtfilo}l T/PICAL TRAIL SECTION 7102t-toructwruq'-l-D' 1$i"t e N + ll t\o SITE PI.AN s8050t:mru ru l'' S' Project No.e ee R As ConstructedDoto: hi{,ls sIE M5J5-OO4PEDESTRIAN ERIDGE & IflAILNo Rcvlslon* 'lg Edd9. I6G6JUnltStruElurE ShEel Numbe.BX R6vk6dr Voldl (:l C::f (.., -{ APPENDIX D DUPLICATE EFFECTIVE MODEL Floodplain Development Report TCI Lane Ranch IITIIITIIIITIIIIIII Flow TiLIe: EEm flows -w- known DS wS and no US wS Flow File : H:\E5975.1\Reports\Floodplatn\AddIEional InvesLlgaEion\E5S75-1.t01HEC-MS versloD 4.0.0 Harch 2008 U.s. Arny CorpE oI Engineers Hydro]oglc Englneering cenEer 609 Eecond SEreet DaviE, calitorDia 500 yr rr Roaring Fork 18410 r 6Ludy Reach 10-yr 6660 F10w Dara (cfE) RS 97 50 yr 104 l0 100 -yr L22AOxxxxxx xffiuxxxxxx xxxxuuxffixx xffi xxuu uu x x x x x x x x x xxux ffi x x x xxxxxxgxM uu x xXH x xHU xxxxxxxx Boundary CondiEiong Rlver Reach Proflle UpBEream Proj PEoj ecr TlEle ecE Fl]e : TCI Lane Ranch Brldge Modela : E5975_1.prj Tinet 1/1/2010 2:16:43 PM PROJECT DATA Run DaLe and ProjecL in Engli8h uniEs r Roarlng 6243.22 . . Roaring 6284,44 . r Roaring 5254.45 | r Roarlng 6285.t9 ' Fork Fork Eotk Study Reach SEudy Reach SLudy Reach SEudy Reach 1O -yr 5O-yr 100 -yr 500-yr tuown ES = Knoen IS - tuown WS =ProjesE Deacription: Bridge hydraulicE mdels tor Tcr Lane Ranch flodplain permiE applicalion (2010) revlsed verelons of original submiEtal. PIan sumary loformaEion: Number of: Cross Seclioos - CulvertE Bridges uulLiple Openlngs Inline Structures PLN DATA Plan alLle: Duplicate Effec!ive Hodel Ptan File: H:\E5875.1\ReFrtE\Eloodplain\AddiEional Inwestlgatlon\E5875-1.p01 Geonelry TiEle: Fm DuplicaEe EffecLive loE) ToPograpby GeomeLry Pile: H:\858?5.1\ReprLs\Floodplain\AddiEional rnveEEigaEion\Es875-1.901 Flow TiUIe : FM flows _w- known DS tsS and ao US uS Flow E11e , II:\E58?5.1\ReprEs\Eloodplain\Addilional rnweELigaEion\8s875 1.f01 Plan Descrip!ion: DupllcaEe EffecEive {DE) bridge model Eork Eork Pork Fork Fork Eork Eork SEudy Reach Atudy Reach SEudy Reach SLudy Reach SEudy Reach SEudy Reach SEudy Reacb Study Reach SEudy Reaclr SEudy Reach 6Eudy Reach 100-yr 5118.63 5308.31 6305. l 6304 .24 6302,27 5301.69 6299 .47 6297 .27 5295.01 5292 .75 6254.55 obaewed EaEer 6urtace uarka CompuEational InfomaLion HaLer surface calculaElon Eolerance CrlLical depLh calculaElon Lolerance Maximun number of iEera!ions Haximum dif terence Eolerance Flow tolerance facEor 0.01 0.01 20 0.1 0.001 500-Yr 'r Roaring 5120 .3l r + Roaring 5108. 8Z * r Roaring 6301.02 . r Roaring 5105.23.* Roaring 5103.43 r . Roarlng 6302 .92 r * Roaring 6100 .94 . . Roarins 5295.95.r Roaring 6296 -91 + ' Roarins 6294 -95 | * Roaring 5255.79 ' RS 91 96 95 95 95 95 95 95 95 95 94 9133** 8555 + i 8r 65 4 875i r 725t . 1625rr LO-yr 6111 .29 5306 .64 630{ .55 6102.66 6100 - 67 5100.1 6297 .9 5295 .1 6297.49 6291 .29 628J .22 50-yr 6118. 16 6707 .92 6105.8S 5303.84 6301 , S 510L.22 6298.95 6296.1 5294 .15 6292 .L9 6294,44 conpuEaElon OpLions criEical depEh computed aE all croeE secElonB Conveyance Calculalion uetshod: BeEveen every coordiDaEe poinl (HEC2 Style) EricEion Slope MeEhod: Average conveyance Computatlonal Plow Reglme: subcrlllcal Elow FrcN DATA GEOMETRY DATA GeomeEry TlEle: FM Duplicate Effective (DE) ToFgraphy ceonetry Eile: H:\E5s75.1\ReporLs\F1dplain\Additional Invesligation\Es875-1.901 cRoss sEmIoN x IIIIIITIIIITITIII'I RIVER: Roaring Fork RBCHi SEudy Reach RS 97 SLaEion Eievatlotr DaEa SEa Elev SEa 64 Elev SEa Elev SEa EIev SLa EIew INPM Descriptlon: XS-97 (CF) SLaLion ElevaEion DaEa sEa Elev SEa Elev 0 146 108 246 361 445 515 653 EA2 1012 lo62 1t29 1171 6{33 . l 6t1?.l 5114 . 7 5314 .4 6115 . 1 5315.7 6117 . 1 631S. s 6321.9 5)20 6320 .1 6325.7 5l l9 50 161 202 265 372 {64 555 698 898 1019 1071 113 5 1 182 5400.1 6320.5 53L2.6 5114 . S 5l1s 5115.9 51t7 .4 6319.3 6322.2 5120. { 5121 . 3 6125.7 6139.5 85 165 204 214 188 483 602 151 951 1020 1 090 114 4 6368. B 6f21 6311.9 5l 14 6316.2 6315.2 6116 . 1 512 0 632l .5 6321.1 5121.9 5334.5 6 319 .4 6320.9 6112.4 6311 .5 6171 6 31{ .5 6116 . 8 6120.8 512t.4 5121.7 6722.2 5ll4 .5 141 180 215 152 425 524 644 861 1 006 106 0 tt23 116 4 6317. l 6119 . { 5l1l ,9 6)11 .1 5116 . 9 6314. S 6118.6 6127.2 6721.6 6321 6t2S.3 5ll7 .4 0 96 195 395 4S1 601 751 840 925 1092 L\75 1235 1360 5178.5 5301 6702.1 5l0l . B 6102.4 6307 . l 6107. { 6308.s 63\7.5 6318,4 6320.? 6322 5321.9 54 L25 286 422 501 531 776 851 944 1111 Lt92 t260 1370 6172.3 5301 6302 _ 3 5106 5103 5l07 .5 6306.1 6314.5 6117 . 5 5319 . 4 6320.5 6722 6119 . 4 69 135 292 1q4 525 66s 780 870 990 1 111 1191 7287 7392 5311- 1 6104 .9 6305 - 1 6)04 .9 5l 06 5307 . l 6305.5 6 315 6111 .8 6179 6320.3 612t .5 6124.5 16 166 l4l 460 542 69S 808 898 LOZ9 1115 L201 13 16 1405 5313. l 6305 .2 6306.7 6301 .7 6307 .5 610? .5 610s.8 6116.2 67t1 .5 6319.7 5320. I 632L.2 512{. l B2 752 181 419 553 129 819 915 10{ I 114 9 1244 134l 5311 . 2 5104 . 6 5l 05 5102.8 6101 .2 6101 .2 6108.4 5 318 6317.5 5320.1 6122 .2 632L .2 62 Elew 8La Elev EIev 115 175 229 2gs {19 505 626 822 951 1016 1104 1 151 Manning'a n Va]ues SEa n Va1 l SEa n val SLa n val 0 .07 BaDk SLa: LefE Ri 195 ghE 286 195 04 246 Manning's n Value€ sta n val Righr 164 5 Lengtshs: Lef! Channel 1700 1545 coeff ConLr. .1 Expan Sta n val SEa 0 . o? 2aa . 04 )52 .o1 Bank Sta: LefL RighE LengLhsr Left Cbannel 285 352 l24E 1135 R19hE rl7 9 cRoss SECTION OmPE Profile {100-yr . E.c. Elev (fE) * ve1 Head (fl) r w.s- Etew (rc) i crlr w.s. (fE) . E.G. slope (fElfE) . o Toral (ct8) . Top WidEh (fL) r vel ToLal lfrle)* Max Chl DpEh {tt)i conv. Total {ct6)* Length wEd. (fL) . Mtn ch E1 (fE) I Alpha. PrcEn bss (fE) r c & E hss (fE) . 6720.10. 1.61+ 6318 .51r 6318.51 10. 01001? *12280.00 r 487.3t. 7.f,5. 7.13.12269!.O . 1321.05 + 6311.50i 1.99. 10.51. 0.25 * ElemeoE , Reach Len. (fE) a FIow Area (6q fE) ' Area (sq fEl. ptof, (cts) . Top tidEh {tt). Awg. vel. (tEls) r Hydr. DepLh lit). Conw. (cfa) . EetEed Per. (tL) + Shear (lb/Bq fE)r sLream Power (lblfE s)t cum volume (acre-fL) * Cum SA (acres) Coeff ConLr .1 Expan CROSS SECTION OmPUT Profile d100 Yr LeME 0 .070 1248,00 509 .20 s09 .20 3171.47 114.90 6 .21 4.41 fL1 17 .O 117 . 10 2 .12 16.9s {0.19 10. 11 channel r RighE Os The energy equaLion could not be balanced with-in Ehe speclfied nunber of lteration6 The program used cri!icat depEh for the valer eurface and conEinued on siEh Ehe calculationB Divided flos conpuLed for Ehis croeE-aecLlon. I)e veloclLy head has cLanged by more chan 0.5 ft (0.15 m) frie maY rndicale Lhe need for addiLional croEs Bec!ions. fre energy loss f,aE greater Ehan 1.0 fL (o.l m). belween Lhe currenE and previous crosg n1i3 may indlcaEe the need for addi!ional cross aecElona. During Lhe standard step iEerat-ionE, when Ehe asBuned {ater surface ras aeL equal Eo 0.040 1335.00 450.06 450 .06 61q2 .06 64 .00 1l .55 7 .01 61f67,0 64.00 4.40 50 .02 55.14 8.17 0 .070 1179 , O0 111 . 02 1tt .02 2951.44 308.{5 4.t7 2.31 29609.O )o9 .52 1 .4{ 5 .99 10.42 36 .11 . E.G. Elev lfr). ve] Head {fE)r E.S. EIev (ft). crit w.s. (rr). E.c_ srope (frlrE) * Q ToEal (ct8) r Top tsidEh (fE) r vel ToEal (fEls) r Max ChI DpEh (fE) r conv. ToraI tcfE) r Length tsLd. (fE) r Mif, ch EI (tE) r Alphar Frcln bss lfE). c & E has (tL) Elemenl ts1. n-Va1. Reach Len. (tL) Flow Area (eq fE) area (eq fL) Flow (cfE) Top widEh (fL) AW. veI. (fLl6) tlydr. DepEh (fE) conv. (cfE) nerred Per. lft) shear (Ib/sq rL) Stream Porer (Ib/rt s) Cum volume (acre-ft) cum 6A lactes) r 6309 .1{r 0.83i 6308 . l2 r 530?.5110.006528 r12280.00 | 732 -68r 5.{{. 7.11 .1519S8.2 r 1556 .21 r 630?. t0* 1.80 r 13 .95. 0.1{ LEtL OE 0.070 1700 . o0 526 .46 526 .16 2596.54 110 - 04 s .12 4.?A 333?4.I 113.35 1.89 9 .69 25.36 5. S9 Chanoel 0.040 1645.00 5{1 .36 541 . 16 517{.14 90 .00 9.93 6.02 65515.1 90. 00 2.45 24 .34 40 .55 6.{1 RighE OB 0 .070 16{5.00 1189.88 1189 .88 4209 . ll 5lz -64 3.54 2.23 5ZO9B.4 514 . l3 0. 91 3 .21 {0.14 22 ,79 Harnlng: The velociry head has changed by more lhan 0.5 f! {0.15 m). ftis may indicaEe Ebe need tor addiEional croas EectionE. warning: Ahe energy loos raB greaLer Ehan 1 O fL (0.3 mJ. berween Lhe currenE and previouB cross Thi6 may indicale Ehe need for addilional croBs eectlons. CRO88 6EqION RIVER: Roaring Fork RSCII: SEudy Reach RS 95warnlng: xarning: cri t ical lhere Ia INPU DescripEion: xs-95 (CD) sLaLion ElewaElon DaEa 6!a Elew Sla EIev 89 depEh, Ebe calculaEed uater surface came back belor criEical depth. This indicaLes chaE The program deEauIEed to criEical deplh 0 11 109 225 375 521 585 846 984 11? 5 5311.7 5100 6295.2 5288. I 5291 .2 6292.5 629r.4 6295.l 6291.2 5291 .6 22 15 1f5 235 7?9 544 813 8{9 10 9l 1191 6305.9 6300 6255.9 5288.3 6291.7 6294.7 6294.9 6294 .S 6291.6 6294.1 44 s3 161 2tL 401 5S5 816 895 1t21 7201 6296 .4 6299.8 6290.2 6206.1 5293 .1 629\ .1 5294 6295 5292.6 5292 .6 53 88 188 159 475 630 s20 921 11{ { tz11 6293 .9 6297 .2 6292.8 6286.5 6292.9 5295.1 6294.7 629q.5 6292 .6 6292.9 65 105 199 160 501 651 816 955 115 5 123 9 SEa EIev Elev SEa Elev 6299.1 6288.9 6289 .6 6245.6 6293 .6 6295 .2 6295 6294.9 6294 .5 6296.5 nol a vatid subcriEical ansser CROSS SEMION RIVER: Roaring Fork nMCH: Sludy Reach RS 96 INPE Descrlplion: XS-96 (CE) I I I I I I I I I I I I I I II I I' I I 5297 ,5 6295.5 6304.5 6104.2 5306 .8 610 8 631r.6 6310.5 7256 1379 1489 179L 19 06 19 88 2079 2265 6291 .5 6296.4 6104 .3 6104.5 6305.5 5107.8 5110 . 5 6108.2 6295.5 6304.5 6102 .9 6306 6 311 5310.4 6310.4 1280 115 0 1{79 L511 1880 2036 6202 -4 62A4 .1 6245 .5 6244.2 6294.1 6293.1 L292 14 05 7497 1616 1 984 2054 6293.5 6284 5284.1 5291.9 6295.2 6294 13 07 7422 151 I 154 6 1986 2012 628{ . l 6285. 1 6290 6294 6294 .2 5295.2 1l1? 1455 153 4 16 9l 19 95 2041 6282 .1 6295 6294.5 629s .2 6295. S 7322 1152 1 s55 11 61 2 013 6292.4 62S3.8 6294 .6 629^.1 5295 -4 7256 115 0 L462 15 51 1SS2 196l 2070 2255 7211 1393 1 50{ !822 1927 2025 2174 2283 6291.2 6299.5 6306.4 5306.1 6104 .5 6309.3 6309 .2 5312 . l 1l o8 14 08 154 5 184 S L911 2062 2227 2295 6291 6304 6102.5 6305.5 6305 .4 6111.2 5110 6772.6 1l l8 1425 1589 1 867 1948 2054 2214 6294.4 Manning'6 n Values sLa n val num- l sEa n val sta n val Mannlng'a n values sEa n val SEa n val sEa n VaI 0 .07 216 04 1L2 .o7 CROSS SESION OUTPE 01 247 0{360 o1 kngEhsr LeEt channel Bank Sla: LeEL RIgbE 276 112 LengLhs: LefE Channel 168 Profile S1o0-yr RighE 519 Coeff Contr .1 Expan Bank sta: tetE Righl 241 150 CROSS SEOION OUPU r E.G. Elev (ft) * vel Head (fE) r W.S. Elev (fE) . crlE ff.S. (fL) i E.c.61ope (ftlfL) r 0 Toral (cfs) r Top widEh (It) . vel ToEal (ftslE) . Max ch1 DpEh (fu) i conv- ToEal lcts)r LengEh xLd. {fE). MIn Ch EI {fE)+ Alphar PrcEo Loss (f!) +c6ELo6a(fE) I Elemen!r xE. n-va]. i Reacb Len, (fL) r Flow Area {Eq fE) I Area (Es tE)I Flou {cfE) . Top widEh (tt) . AvS. vel. (fEls) I Hydr. DepLh (fE) t Conv. (cfs) r EeLLed Per. (fE) .6hear (Iblsq fl) . SErean Porer (Ib/fE a) r Cufr volume (acre-IL) . cun sA lacres) 800 100 0 Right 1 000 Coeff Contr. .1 Expan. .3 Profile P100 * 5286 .01 * 1.15 r 6284.85. 628{.8{ r0.005996 *12280.00 1128.55 5.L1 7 .75 158587 .7 LefE OB 0 .070 Channel 0 .0{0 Righr OB I 0 .070 r * E-G. Elev ( ft) I vel Ilead {fL)* W.S. Elev (ft) I CriL H.s. (fE) I E.c, slope (tElfE) i Q ToLal {cfs). Top widlh (fL) * vel ToEal lfLl6)r Max chl Dprh (fL) + conv. Toral (cts) r LengEh wEd. (fL) . Mtn ch El (tt) . Alphar FrcEn Loss (trl 'c&ELoEs(It) EIemenE Reach Len. {fE} Flow Area (sq fL) Area lEq tE) Elow (cfs) Top nidEh (fL) Avg. ve1. (fEls) Hydr. DepEh (fE) Conv. (cfs) HeEEed Per. { tL) thear (rb/sq rt) ELream Porer (lb/fE s) cum volume (acre-f!) Cum sA (acres) r 5295.05. 2.25* 5292 -19| 6292 .74 r0.0112?2 r 12280 .00I 317.21r 9.98| 6.28 r115664.0 . 912.65. 62e5.50* 1.46r 7.80 . o.ll 0 .070 800. 00 445.55 {45.55 2)O1 .14 141.70 5. 18 1.10 21115.4 145.51 2.L5 11 .15 6 .39 1.94 5217.50 2.78 250 . 250 . 1050. 67. 4. 3. 13512 68, 1. 5. 596 .00 595.00 7499 .SA 96.00 10 .78 1 .25 95850.5 96 .00 2.17 29 .24 L426 .93 !426.97 3129.57 955, 17 2.6L r.{8 {8164 .8 969 .39 0.55 1 .44 LefE OB *Channel 0.040 1000,00 715.61 115 .61 9112.94 119.00 ll .28 6. 18 92050 .3 119 . 01 a.35 57 .19 15.43 2 .41 RighE oB 0.070 1000.00 49.05 {9.05 199 .12 54 .5? 4.05 l8 38 95 38 20 12 .3 31 1190.l 92 62 51 94 70 55 o 2 15 11 Rarning: Diwided flow compuLed tor Ehis cross EecEj.on warning: warning: warning: warniog: HarniDg: noE a valid subcriEical answer cRoss 6Es10N RIVER: Roaring Fork RBCII: sLudy Reach RS: 94 lNPE The energy equallon could noE be balanced wiEDln Ehe Epecifi€d number of iteraEionE The progran;;ed criEical depEh for Ehe EaEer surface and conrinued on uiLh rhe calculatlons. Divided flo, compuLed for this croBs Becuion. ThevelociLyheadhaBcbangedbynoreLhano.5rt(o'15n).ftIgfrayindicaleEheneedfor addiLional cross sectionE. Tbe enerry loss was greaEer Lban 1 o tE {0.3 m). beLeeen Lbe currenE and previous crosB This may indicate Lhe need for addiElonal crose sections. During Lhe EEaf,dard sEep iEeraLions, wheo Ehe assumed waler Eurface was seL equal Lo depth, lbe calculaEed raLer aurface came back below criEicat deprh' nriB indicaLeB LhaE The program detaulled Eo crlLlcal depLb +8Ludy Reach 'sEudy Reach +sEudy Reach 'sEudy Reach .o7, - 07* . o7' - 01. 04r 04* 0{r 04r 07j 07* S(JWI OF NNING'S N VALUES River:Roaring Fork Reach Riwer SLa n2 nl 97 96 95 94 SlJmY OF REACH LENGTHS River: Roating Fork River SEa Lef I r channel De6crIpEion: xs-94 sEatsioo ElevaEion DaEa Sta Elew 8!a Elev SLa Elew SEa Elev SEa EIev rStudy Reach.study Reach rSLudy Reach .SEudy Reach 91 95 95 94 12a g. 1700. 800. 768r lttsr 1545r I 000. ?l0r 1379) 1545r 1000. 678. 19 0 131 2L6 i 18 s14 5At 555 133 972 119 { 6)2!.5 5292 6277 .1 6284 .I 6281.2 6241.1 6285 .8 6252 .7 5291.9 52 A3 6l 117 312 4)1 515 593 665 765 1038 12 14 80 15{ 343 {51 544 601 681 819 10 a1 t241 6290.7 6252 5281 .5 6284 .0 6251.6 6285.1 6286 6242.7 5285.1 6283.1 t2l 1S1 355 494 562 629 706 875 1110 1251 6290.9 6242 6241.3 5294 5284.5 6255.5 62S{.9 5284 .5 6280,f 6257 .2 125 191 180 199 578 619 719 9{5 1r55 1262 6292 6281.3 5284 6242 .1 6294.t 52g5-6 6255.L 6284.1 62gf .2 6282.4 5291.6 6291 6271.5 52 8l 6243.1 6285.2 SWMRY OF CONMGION ND EXPNSION COEFFICIENTS River: Roaring Fork62S4 . I 6252.1 5204 .8 6281.8 Reach River sLa. * Contr. ' Expan I I I T I I I I I I I T I TT II II II I' .Sludy Reach rsEudy Reach *Sludy Reach +8!udy Reach 97 95 95 94 1r 1. 1r 1. lr 3l lr 3r ERRORS EARNINGS ND NOTES Errors warnings and NoLes for PIan : DE l2o!o 02-24l. River: Roaring Fork Reach: Stsudy Reach Rsr 97 Protile: I00-yr warning:ihe energy equaEion could nou be balanced wiEhin the specifled nuder of lEeration6. The prqran used criLlcal deptsh for Ehe waEer surface and contioued on wiEh Ehe calculaLlons. warning.Dlvided flow compuEed for Ehia croEs secElon, Uarning:fre velociEy head has changed by mre Lhan o 5 fE (0.15 m). Th16 nay iodicaEe tbe need for addlEional cross sectlonE. Iarnlng:fte energy losE was greaEer Lhan 1.0 fL (0.3 m). beLween Lhe currenL aod previoua crosB secEion. fria may lndicaEe the need for addiEional croEs €ecLions. trarning:During Lhe EEandard sLep iteraEions, rhen lhe aEsumed vaEer surface waa seL equal to c.iEical depEh, Ehe calculaEed saEer Eurface came back below criLical depEh. fris indicaLes EhaL Lbere ia not a valid aubcriEical anEwer. The program defaulted Eo criLlcaI depEh Riverr Roaring Eork Reach: 6Eudy Reach Rs: 95 Profile: 100-vr Harningrfre velocily head haB changed by rcr€ Ehan 0.5 fL (0.15 m). fris naY indicaLe Ehe need Eor addiLional cross sectlons. warning:The enetry loss waB greaEer tbaD 1.0 fL (0.3 m). beEeeeil the curreoE and previoua croas EecEioD, Thle may lndlcaLe the need for addtEional cross secLionE. River: Roaring Fork Reach: Atudy Reach RS: 95 Profile: Ioo-yr warnlng:fre energy equaL.ion could not be balanced riLhin Ehe specitied number of lEeralions. The program uaed criElcal depth for Lhe water surface and coolinued on wiEh lhe calculaElon8. warntng:Divlded flow compuEed for Ehis crose-6ection. Harningrflre velociEy head has changed by mre than 0.5 fL 10.15 h). This may indicaLe Ehe need for addiElonal croEs sectiona. wamlng:The energy tosE was greaLer rhan 1.0 fE (0.3 m). beEween Lhe currenL and previou8 crosB secEion. fris may lndicaEe the need tor addiEional croEa secElons. xarning:Durtng Lhe sLandard sEep iteraLions, when Lhe a6sumed rater surtace was set equal to criEical depEh, Ehe calculaEed f,aEer surtace cane back beloP criLical depLh EubcriEical anEPer. The Tbls indlcaLes rhaE lhere is noL a valid program defaulLed tso criEical depLh. Riwer: Roaring Fork Reach: sEudy Reach REr 9{ Protile: loo-yr warnlng:Divided tlow compuEed for L[is croEs-6ection. I IT I I IT II I - I II I II II T II I' I I I HEC-RAS Plan: DE 0-02 River: Roaring Fork Reach: Study Reach Profile: 1 Reach River Sta Q Total Min Ch El W,S, Elev CritW.S.E.G. Elev E,G, Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(fi)(ft)(ft)(fuft)(fl/s)(sq ft)(ft) Study Reach 97 1 2280.00 631 1.50 6318.63 6318.63 6320.30 0.010017 13.65 1670.29 487.34 0.91 Study Reaoh 96 1 2280.00 6302.30 6308.32 6307.53 6309.14 0.006528 9.93 2257.70 732.68 o.71 Study Reaoh 95 12280.OO 6286.50 6292.78 6292.78 6295.05 o 011272 13.28 1230.27 317.27 0.94 Study Reach 94 12280,00 6277.50 6284.85 6284.84 6286.01 0.005996 10.78 2373 31 1 128.55 0.71 II IIII I II I III I, IIIITIIIT!I'I TCI Lane Ranch Bridge Models Plan: Duplicate Effective Model 3t4t2010 Roaring Fork Study Reach Legend WS 100-yr + Ground-+- OWS 100-yr 6310 coEo o UJ 6290 6280 0 2000 30001 000 Main Channel Distance (ft) 4000 5000 I !I I IT I! II I - T II I II I II' I T I I TCt Lane Ranch Bridge Models Plan: Duplicate Effective Model 31412010 RS = 97 XS-97 (CF) coF(o OJ UJ Legend WS 100-yr + Ground a Bank Sta -____€_- OWS 100-yr 6360 6340 6320 0 200 400 600 800 Station (ft) TCI Lane Ranch Bridge Models Plan: Duplicate Effective Model RS = 96 XS-96 (CE) 1 000 1200 3t412010 6360 Legend WS 100-yr + Ground o Bank Sta OWS 100-yrrtr g .9 (tr o uJ 0 800 Station (ft) 200 400 600 1 000 1 200 1400 1 600 I I I !I I T I II I I I L I II II I I T I TCI Lane Ranch Bridge Models Plan: Duplicate Effective Model 31412010 RS = 95 xS-95 (cD) ltr coEo (u IU 631 5 631 0 6305 6300 6295 Legend WS 100-yr + Ground o Bank Sta_e- OWS 100-yr 500 1 000 1 500 2000 2500 Station (ft) TCI Lane Ranch Bridge Models Plan: Duplicate Effective Model 31412010 RS = 94 XS-94 6330 Legend WS 100-yr + Ground o Bank Sta OWS 100-yr 6320 631 G Co o o tu 0 500 1 000 Station (ft) 1 500 2000 2500 0 APPENDIX E EXISTING CONDITIONS MODET Floodplain Development Report TCI Lane Ranch INITIIITTIIIIIIIIITI PIow TiEte: Fm floss -w- knom DS NS and no US wS Flow Fite : H : \Ess7s.1\ReporEs\Floodplaio\AddlEional rnvesEigatsion\E5875-1. f01HEC-MS YerBion 4.0.0 Marcb 2008 U.S. Amy CorpB of EnglneerE llydrologic Engineerlng cenEer 609 Aecond SEree! Davis, californla Flow Dara (cEE) r River 500 yr r r Roaring Fork 1S430 r Reach Study Reach 10- yr 6690 50-yr 10430 RS 91 100 yr t2280 x x x x x x x x x x x ffi xxxux x xuxx x x ffixx xuxffix uxxxx [ffixxxxxx ffix x x xxxx x x uxxx xxxx x x x x xflu x x x ffi Boundary Condi!ions Reach ProfIle UpsEream PROJECT DATA Project Title: TCI Lane Ranch Bridge ilodels Projecc File : E5875_1.prl Ruf, DaLe and Time: 3/a/2010 2:20:01 PM ProjecL in English units Project DeBcripLionr Bridge hydraulicE dels for TCI kne Ranch floodplaio pernit application (2010) - revlsed werEions ot original aubmltLal PN DATA Plan TiLle: ExisEing CondiEionE flode1 Plan Eile : ll:\Ess75.l\ReporEs\Floodplain\AddiEional IDveEEigaEion\E587s-1 p02 c€oneEry TiEle: ExisLing condiEions (Ec) Topographv GeomeLry File: H:\8ss75.1\ReFrrs\El@dplain\IddiElonaL lnveEEigatron\Es87s-1.902 Elou TiEIe I EEm llows -w- knoHn DS wS and no US wS Flos El1e : H:\8s875.1\ReprEs\F1oodpla.in\Addl!iona1 rnveeLigaEion\Es8?5-1.f01 Plan DescripLion I Exj.€Lln9 condiEions (Ec) bridse model Study Reach ALudy Reach Study Reacb SLudy Reach 10 yr 50-Yr 100-yr 500-yr kown WE - . Roarlng 6261.22 . r Roarlng 6254.44 * i Roarins 6284. B5 r r Roaring 6244.79 a Obsetred HaEer SurEace Marke Plan Sumary Information: Number of: CroBE SecEiona = 1l culwerEE = o Bridges = 0 uulEiple Openings Inline SCrucEure6 LaEeral StrucEurea CompuEaLionaI IntomaEion waEer 6urf ace calculation tolerance criEical deplh calculation Eolerance Maximum nunber of iEe.aElonE Maximum dif tererce Lolerance Plow Eolera.ce facEor Fork Fork Fork Fork Eork Reach sludy Reach SLUdY Reach Sludy Reach Sludy Reach S!udy Reach SLudy Reach Study Reach SLUdY Reach SCudy Reach SEudy Reach SEudy Reach 1O-yr 6)17.29 6306 -54 5l04 .55 5302.66 6300.67 6300.1 6291 .9 6295.7 6291 .49 6291 -29 6293.22 50-yr 51r8. t6 6)07.92 6105.88 630t.84 6101 - 8 570!,22 629A.96 6296 .1 6294.45 6292.L9 5284.41 100-yr 6118 .51 6308.31 6105 .3 510{ .29 6302 .21 6301.69 6299.47 5297 .21 5295.01 5292 .18 6284 .95 500 Yr r . Roarins 6)20.13.* Roaring 6308. 82 . r Roarlng 6307.O2 . . Roaring 6105.21.r Roarlng 6303,43 . * Roaring 6102.92 | r Roarlng 5300.94 * 5299.95 '+ Roarins 5296 -91 a . Roaring 5294 - 98 * r Roaring 6285.79 ' RS 91 96 95 95 95 95 95 95 9s 95 94 9133ir 8656rr 65 + 4 875 i. 125* i 7525.. 0 .01 0 .01 20 0.3 0. 001 CompuEation OpEtonE CriEical depEh compuEed a! all croEs secEiooa Conveyance Ca1cula!ion Xelbod: Between ewery coordiilate points (HEC2 6Eyle) Friclion slope MeEhod: Average Conveyance CompuLaLional Elor Regime: SubcriLlcal Flov GEOMETRY DATA Ceometry Tiule: Exisling ConditioDs (Ec) Topography Geometry Fj.1e : Hr\Es8?s-1\Reporrs\Elmdptain\addlElonal InwesEigaEion\E58?s-1 902 CROSS SEMION ELON DATA x x x IIIIITII'IITT;-ITIII SLa EIev SEa Elev SEa Elev SEa Elew SEa Elev RIVER: Roaring Eork REACH: Study Reach Manning's n values sLa n val Stsa 91 lNPM Descrip!lon: xs-97 (cF) SEatsion ElevaEion DaEa SEa Elew Sla Elev 62 SEa Elew Elev Elev 141 180 215 152 425 524 64{ 861 1 005 106 0 1123 115 4 6317.3 6119 . 4 6311 .9 6311 . 7 6316 .9 5314 ,8 6118 . 5 5321.2 5321.6 5321 6128.3 6317 .q o 96 195 39s 481 601 757 840 925 1092 1115 7255 1360 637S.5 6101 5102 .3 6303 .8 5102 .4 6307.3 5307 .4 5108.5 6)11.6 531S . 4 5!20.1 6322 5321.9 64 L25 285 q22 503 511 776 851 944 t 111 tL92 1260 117 0 53L2.3 53 01 5302.3 5306 5301 53 07.5 6305.7 6114 .5 611? . 5 6319 . 4 6120.8 6322 5119 . 4 69 135 292 444 526 655 780 970 990 1111 11 9l 1287 L)92 5313.1 6304.9 6305.1 6304 .9 53 05 5307. l 530s .6 5 315 6117 . B 6119 5720.3 5721.5 6124.5 16 166 3{3 460 542 598 808 898 1029 1 115 1201 1315 1{05 6311. l 5105.2 6106 -7 6l0l .7 6307 .5 530? .5 530s. I 6116 .2 6117.5 6319.7 6120.8 6321.2 6724.3 E2 r82 lE1 419 s63 729 819 916 1048 114 9 1244 134 3 6317.2 5104 .5 63 05 5302.8 5107 .2 6707 .2 6l0s .4 5118 6317 .5 5f20. I 6122.2 6121.2 0 1{5 188 245 161 445 535 653 882 tot2 ao62 1729 1711 6 413 .3 6117 . 3 6118 , 7 5ll4 .4 5115.1 63t6 .7 63t1 .1 6118.5 6321.9 6320 6120.7 6325.1 5339 50 161 202 265 372 464 556 69S 898 1019 10? 1 1115 7rg2 5{00-l 6320.5 5112.5 6114.B 6 315 6t15.9 6311 .4 5119 . 1 6322.2 612 0 .4 6121.3 6325.7 6139.5 5t58.8 6321 6311.9 6 314 61t6.2 6115,2 5315.l 6120 6121 .5 6121. l 632t.9 5t34.5 135 175 229 2BB 419 505 626 922 941 1015 1104 1151 6320 . 67L2 ., 6111 .1 631 511{. 6315. 5120. 6321. 6321. 6322. 5134.o . 07 196 .04 256 .O1 Bank SEa: LefE Right LengLhs: LefE Channel 196 2A6 235 .33 206 RighE Levee sLaEion= 1l5o ElewaEion= cRoss SECTION oEPE Profile 1100-yr 85 165 204 274 3S8 481 602 751 951 102 0 10 90 114 4 6319.q Uanning's n VaIueB SEa n Val SLa sta n VaI RighE 195 6121.9 coett ConEr. .1 Expan sEa 04 152 Bank Sta: LefE RighE Lengths: LefE Cbannel 288 352 !24A 1315 RighL Levee SEaEion- 1121 ElevaEion' CROSS SECTIoN oEPm Profile {100 Yr RighL L319 6329.1 Coeft conlr _1 Expan LetL oB 0.070 124 8 .00 5t0.12 510.12 l1?t. l6 115.03 5 .21 4.44 31853 .5 111.24 2.70 t5 -71 2S -49 7 .43 Channel 0 .040 1335.00 450.91 450 .91 5172.71 54 .00 13 .60 7.05 51559 .9 5{ .00 4 .)1 59.)1 58 .57 s .41 Right oB 0.070 1l?9 .00 715 . 10 715 . 10 2973 .9! 109 .19 {.16 2.1L 29451,7 1r0.26 1.41 5. 94 85-39 46.72 . 6109. 14+ 0.82* 5108 . l2 ' 6307 .58 r0.006500 .12280,00 . 732.71* 5.43* 1.32 *152109. l* 206 .1{r 5l02.lo. 1.80* 1.53. 0.06 LefE OB o .070 zl5. 33 521 .O5 521 .O5 2695.44 110 .05 5. t1 4 .19 ll4t1.? 113 . l7 1 .89 9.55 13 .51 4.20 0 .040 206 .00 90 .00 2.44 24.22 43.45 6 -O7 3 ,20 55.19 1t.40 r E.c. Elev (fL) + vel Head (fE) r r.S. EIev (t!) . crIL W.S. (IL) . E.c. slope (fElfL) * Q ToEaI (cf8) r Top xidth (tE) r vet ToEal (fEls) r Max chI DpLh (fr) r Conv. ToEaI (cf6) + LeogEh {ld. (fE) . Hin Ch E1 (fE) . Alpha + Frcro LosE (fE) +c&Ehs8(Er) ElemenE wE. n-va1 . Reach Len. (fL) Ftou Area {sq fE) Area (sq EE) FIow (cfs) Top WidEh (tL) Avg. vel. (trls) 8ydr. DepEh (fE) Conv. {cfs) aeEred Per. { tL) shear (1b/sq tE) StsEeam PoPer (1b/fE s) Cum volume {acre-tt) cum sA (acres) Channel i RighE OB 541.05 541.85 5170 . ?9 90 .00 9.9L 6 .02 56614 .1 00 74 74 15 66 5l 21 .5 36 52261 0, 195 7192 LL92 42t1 532 l 2 r E.G- Elew { tL) . vel Head lfE)+ w.6. Elew (Et) + criE N.s. (fE) . E.G. Slope (fElfE) r Q ToLat (cfB) * Top flidLh (ft) * ve1 Toral (fLls) * Max chl Dpth (fL) * conv- Toral (cta) r LeogEb wtd. (fE) r Hin cb EI (rL) 'Alphar ErcLn hEa (fE) rcEELoss(fts) . 6120.70. 1.55 * 5318 .55 r 5318.55 r0.009925 .12280.00 * 489.21 | 1.72 + 7.15 ,12)264 .L . ElemenL r Reach Len. (fE) * Elow Area (sq fE) * Area (sq f!) * Elow (cfa) * Top EldEh (fE) * Awg. ve1. (fElE) * Hydr. DepEh (fL) r conw. lcfE) * HeEEed Per. {tL) r Shear (Ib/sq tE) + srream Power (]b/tE 6) r cum volume {acre-fE) a Cum sA (acrea) tamrng: fre velociEy head has changed by more Ehan 0.5 ft (0.15 m). This may indicate Lhe need tor addiEional cross sectionE Harning: fre energy ros6 gaE greaEer LhaD 1.0 fE (0.3 m). beE'een lhe currenE and previous croEE This may indicaEe lhe need for addiLional croEE €ection6. NoEe: MulEiple criEical depLhB uere found aL Lhis locaEion. The critical dePlh wiLh the lowesL, waIld, vater eurface vaB uaedwarning: The energy equalion could no! be balanced wiLhin Ehe specified number ot iEe.aLions The program;;ed cr1!lcal depEh for Ehe waEer Burface and conEinued on wlEh Lbe calcuIaLions. warning: Divided floe compuLed for Lhr€ croEs-secLion. Narnin;: The velociLy head has cbanged by more than 0.5 t! (0.15 n). ari. may indicaLe Ehe need ror addiEtonal cross sec!ionE. warning: fre energy 1o6s was greaEer Lban 1'0 fL (0.] m)' belween the current and PrewiouE cross fri6 nay indicate Ehe need tor addiLlonal crosE EecLionE. NoLe: Muttipla criEicar depLhs eere tound aL Lhis locaLion. The criLical depEh YiLh the lowe€t, surface rae used. CROSA SECTION RMR: Roaring Fork REACHT Study Reach i 6111 .50 r 1,99 CROSA EEOION RIVERt Roaring Fork REACH: 6Eudy Reach RS: 95. 95' INPU Descrlpclon: SLaEion Eleva!ion DaEa Sta EIew Sla Elev )17 SLa Elev sLa Elev sla EIew 1.72 11 .95 56 .52 82 .26 .00.9{ .07 .5{ .12 .09 l 15 51 81 98 105 111 5156.21 6348.61 6112.27 6307 .54 6704 .52 5to6 .12 6.61 49.9 61.11 93.15 102.51 to1 . az 0 6357 .08 6150 .5 6312 .11 6111.Oa 5103.88 6105 .15 6305 .49 I 50 66 95 103 109 85 55 9{ 65 {5 51 76 2 .55 10.11 51.59 11.18 95.98 104 .99 109.94 635{.56 5345.42 6112.3s 6304 .2 6104 .66 6105.9 6305.17 11 615{ .01 51 5140 .84 71 63!2.15 18 6104 .16 81 6105.56 56 530s .8 9t 5loa .88 6353 .4 6311 . S4 6312.46 5304 .14 6106 .Zt 6105 .53 6to4 .86 RS 95 lNPUT DeBcrlption: XA 95 (CE) SEaLiod ElevaLioil DaLa 6105 .264 IIIIIIIIIIIITITIIII Sta n val Sla n val Sta 07 1{6 .55 04 211.15 n va1 6Ea .05t 286 ,38 Sta112.{ 5304.82 120.58 5301.93 127 .94 6103.11 134 .89 6302.21 140.? 6lO0.B9 150.69 6299 .64 1s4.95 6299 .s2 220.4 5299 .49 221.OA 6299 .49 222.5f 5299 .51 227 .96 5299.6 240.12 6301 .9 258 .47 6lO3 . l1 2S8 .25 5301 .57 299.55 6303 .05 t21 - 03 6301 . 81 315 . {8 6301 . l2 340.19 6301.{6 3{3 .44 5l01 .54 345.4 5101.79 350. 11 6302 .17 15t.86 5102 ,5g 370.91 6302 .92 352.12 6102.48 393.49 6702 405.89 6301.?9 4t4.26 6702.14 4LA.21 6302 .26q25.2 5302.42 4)4.02 6303.24 439 . 28 6303 .75 445.62 6104 .33 447 .9 6304 .5 469.51 6)05.22 492,79 6304 .99 518.9{ 6104.99 557.72 5304.52 581 .67 530{ . 5 599.58 5304 . ?5 601 .7 6304.91 620. 91 6305 . 14 127.72 6101.2 112.06 6302.51 140.21 6101.02 149.74 6299,6t 154.91 6299.52 220.26 6299.48 22L.O7 5299.49 222.06 6299 .51 225.86 6299 .56 2)6.52 6)01.1L 255.22 6302.50 286 . l8 510t .61 299.21 6303.01 120 .45 6301 . E5 13l-41 5301.29 340.11 5101.45 t{1.85 6301.54 3{4.S1 5101.7! 148.51 6102.03 362.18 6302.47 l5s . 93 6302 .91 3A2.25 6302 -5 )a6 -15 6102.23 405.53 5101.72 4\r.5 6102.L2 411 .71 6302.24 423.86 6102.4 413 .95 6103 .23 418 . 94 6303 .72 443 .3 510{ .12 446 .85 610{ .42 466 .7{ 5305 ,25 479.{9 6105.04 525.{9 6304.9 54s.11 6!04.79 519.17 6104.5 595.52 5104 .1 605. 73 5304 .9 618.09 6105.1 511.15 5305.38 552 .34 6105. {6 612.9\ 6304.15 70{ .71 6105. l1 735.71 6109.15 746 . 14 6110 .07 194 .52 51t2.01 s21 .25 6311.1 861.35 6311.?2 863.19 6311.? 864-59 5311.7 874 . S6 6111 .55 887 .01 5311 .64 895.57 5t11.62 907 . 07 5311.51 1t4 .25 t27 .15 111.5 116 .08 145 .93 151 . ?8 156.12 220.6 221.t6 222.94 229 .35 242 .95 269.9 29) .\6 304 .05 f27 .9 338 . ss t40.1 t43 .51 145.95 152 .17 165.l5 712.44 184 .13 395.11 412 .3 414.51 419 . 5l 421 .t2 43{ .85 439.36 445.17 {54.46 472 .45 512 .54 519 .56 558. g4 582 .52 602 .4s 610 . 17 623 .72 6304 .54 630f.67 6302.77 6302 .09 6299.82 5299.62 6299.5 6299.48 5299 .49 5299.51 6299.55 115.{2 5304.3S 724 .72 6)01.64 111.6 6302.71 137 , 04 6101 - 84 116.89 124 ,24 1ll .72 117. ?8 147.93 154.42 218.68 221 6304.21 6303.63 6102.7 5301.65 6299.61 6299.54 6299.47 6299 .49 6299.5 6299.54 6299.1 5)O2 -56 .07 1211.81 6299 .1 6299 .5 6299 .41 5299 -44 6299.5 6299 .51 5299 .66 6102 .55 6101 .41 6303 .28 6302.22 6301.15 6301.{5 6301. {9 5101.65 6101 . 9 6f02.24 6302 . B9 6302.19 6302.39 6301.91 5102.0s 6)02 .79 5102.3 6to2 .14 6107.52 6103.82 5304.36 6305.34 6305.07 146.55 153.59 1ss.68 220.15 221.24 221.76 230 .L1 254.59 272.4\ 295.51 315.1 324.62 ll9. s6 l{0.91 3{t.51 345.75 359.54 358.02 176 . l5 18t.3 400.51 4L2.91 {15.54 420 .19 E28.71 416. 87 440.!2 445.9 460 .08 477.72 5L1,92 s44.2 561 .72 603 .51 611.54 527.3 641.59 650.49 697.95 722.99 115.12 166 ,02 819 .55 as6 .92 862 .94 s6t.s 813 -!2 880 .58 890.91 904.22 9!5.16 925.79 939.28 94S.18 96r-14 968 .9 1000 .75 1026 .11 1097.84 1141.8{ 1716 .37 1199.64 1222 .81 Bank SEa: LefL 1{6 .55 RighE Levee RighE LengLhs: LefE Channel RighE 231.15 275.77 206 195 StaEion= 1191.57 ElevaEion=6315.92 coett ConLr .1 Expan .3 cROSs SEmION OEPU Profile {100-Yr 5102.05 6303 .l7 6303 ,35 5302 . B1 6101 .58 6301.4 5101.46 6101 -65 6301 .83 5102.3S 6302 .69 5102 .9 6102.4 5101 .98 5302 6302.15 6102 .29 5)O2.59 6303.32 6301.75 301 301 6f0 301 301 to1 lo1 102 102 221.24 225 .65 211.15 254.75 252.12 29A.L2 119.{3 313 .0{ 340.09 340.9{ 343.59 41.29 59 .51 58.31 81-95 85 .53 01 .14 t) .29 16 .17 21.01 431.4 303 .75 r E.G. Elev (fE) * ve1 Head (fE) r w.6. Elev (fts) + criE r.s. {ft)r E.c. stope (frlfE) r O ToLal (cfs) . Top wldlh (fE) i ve1 Toral (fEls) r Max ChI DpLh IfL). conv. To!a1 (cfs) + Length trLd. (fr) r ilin Or E1 ltc) t Alpha I ErcLn LosB (fr) .ceELoEs(t!) r 6107.56* 1.t0 r 5106.15r 5105.15 +o.008519 L22SO.OO 657,11 5.55 5.59 132889.1 Let! OB 0.070 215.ll 180. S4 180 .8{ 755.11 76 .11 4 .18 2 .11 81?1.5 11.79 1 .24 5 .19 11.?1 3 .70 Channel 0.040 206.OO 561 .56 561 .56 5a{8.56 8{.50 \2.15 6 .66 ?411t.{ 04.51 L55 41.15 a0.85 5.65 RighL oB 0.058 195 . O0 1131.0{ r13r.0{ 4516.23 496.2f 4.11 2 .25 5050{ . l 497 .27 1 .21 * ElenenE r Reach Len. (fE) r Elor Area (sq ft) * Area (6q fE) r Flow (cfB) r Top HidEh (ftl . Avg. Ve1. (fElE) r Hydr. DepLh {fE)* Conw. (cfs) r IeEEed Per. (fL) l sbear (lblsq fE) r SLream Power (lb/tE 3) r cum volume lacre-rE). Cum aA {acres) 11 95 .3 46 49 55 91 27 92 51 24 92 .1 .2 3l 11 1l 6299.47 2 .10 5. 01 49.99 31 .09 5302. 6302. 5101 . 6702 6302 6302 . 5103. 43S-S6 442.41 {45.53 461.15 418 .86 518.3s 544.78 570 . 01 592 ,88 604 .6 6t2.66 629.65 550 559 - 33 599.49 5301 warning: The energy equaEion could no! be balanced siLhin Ehe specified number oI lEeraLiona' The program ueed cricical depLh for Ehe warer surface and continued on viEh Lhe calculaEion6. warning: Divided flos compuEed for Ebi6 cross-BecEion xarning: The enerry loss waE greatser Lhan 1.0 tL (0.3 m). betHeen lhe current and previous croEs This may indlcatse lhe need for addillonal cross secEions. NoCe: MulCiple critical depEhs were rouf,d aL thls location. fte critsical depEh wiEh the IoseEE wa1id, waEer surtace was used. 6304 . l5 6304 .95 6105 .15 6104 -91 610{ .9? 6104.62 6304 .51 5304 .78 6305 5105.19 6305.45 6105 - l6 630{ .15 5105 - 85 5109.91 5110 . 19 5111.79 6311.71 5311.71 5111 . 71 6111 . 7 5111.62 5311.51 6111.53 6311.64 6111.93 5112 . 09 6712 .39 6J12 .52 6111.21 611l . ?5 631{ ,47 631{ .95 5f,15.43 5115 . 18 6314.55 6311.1 5317 .59 6304 .9 5l04 . 82 5304 .59 6104,77 530s.05 6305.25 5105 . {7 6305.21 6304 .15 6105.85 6309 - 9s 6310 .56 6311.58 6311.71 5311.7 6311.7 5311.55 5311.62 5311 .53 5111.63 6 311 .7 6111.92 51L2.21 6112 -42 61L2 .92 6311.25 611l .95 5114.48 5315.74 6315.36 6lr5, {1 6314.43 6317.59 6f04 .04 630{ .4 6305.11 5f05.04 5304 .9 6304.81 6304 .51 5104-53 5304.79 5105.07 6305.11 6305-{6 5304.91 6104.q2 5305.88 6310.04 6f 10.92 6311.69 63t!.12 6311.71 6111 . 7 6111 . 54 6311,64 6111 .6 2 5311.51 5311.?3 6111.94 6f12.24 67L2.5 5 313 6)12.99 5t1l.9s 5314 .61 6315.55 5115 . 14 6115.84 1191.57 6lIs 6114.27 1213.35 6316 63!1.64 1221.41 6fl1 CROSS SECTION591-g 6104.5 RIVER: Roaring Fork RBCH: SEudy Reach RE 95.9. EIev 633.87 654 .19 580.41 7 07 .18 771 .55 7s3 .19 798.19 827 .72 s62.46 96J.42 855 .62 819.27 889. 55 899.52 910. l6 920.81 929 - 1l 940.5 954 ,55 951 .02 912 .45 1024 . 18 10t9.38 LtoS .29 1166.45 1195 .1 1220.t8 1211.59 6l05 .44 6305.18 5304 .15 6305. Bl 6109 .71 5110.17 6311 .94 6311.7 6111 . 71 6111.?1 5111 .69 5311.53 6111.63 5111 .52 63r1.54 6111 . S 5111.9S 6112 .25 67L2 .52 6113.16 6311-4? 6f14.43 5314 .65 61L5.52 6l15.f0 6115.21 6371.12 6311 .6 6)5 .2) 655.46 684 .67 715 .35 738-19 154 . ZA a02 .57 855 .79 852 .54 s63 .57 s55.83 880 .55 890 .0? 903 .51 912.56 922 .71 9ll .91 947 .37 9s9 .04 961 .92 985 .07 1025 .17 1059.82 t126.29 tt61 .24 1198.{ 7222.77 1211.81 126.56 1 41 .96 174.41 821 .t7 860.7 861.18 461.12 814 885.04 s95 .07 906 .61 911.41 921 -26 919.59 951 .91 961.11 910 .69 1001.04 1041,3{ 1097.67 Lr52 .22 1189.05 1200.51 t221.14 920.24 925.25 940 ,42 952.72 961 .04 97r,A 1002.88 to42 -27 1102.14 1153.15 5111 6 311 6112 5312 5113 6l 1l 6l1l 6 31{ 5115 63 15 0 4.4 ll 40 .62 6\.92 5?.93 ?1.{3 74.47 19 .89 84.76 89.17 97 .22 105 .38 111 .9 154. A1 156 .17 159 .25 L69.91 rs4 .21 209.2 226 .65 236 .61 255. 55 6315 .56 6331.59 5311.51 6110.89 6l05 .75 6107 .39 6305 .99 6104 .59 6302 . ?1 6301 . tl 6299 .SS 6299.19 6296.99 6295 .75 6295.56 6296.69 6295.73 5296.9 6295.54 6300.4 6300 .7{ 6700 .27 6299 .1 I .69 7.L1 l{.18 47.55 63.59 69.55 12 .94 76 .47 82.23 87.79 90. I 97.09 111 . 37 121.35 155.5s 155.{8 161.51 \14 ,71 196.95 212.64 213. r 251.27 252 .25 6134.1{ 6329 .21 5111 - 61 6307.4 5)01 .02 5106.85 6305. l3 6l0t.58 5302 .08 6300.6 6299.3 6291 .09 6296.91 5295.64 6296 .61 6296.11 6296.11 6297 .02 6299.55 6300.59 6100.54 6299.43 5298.5 2.05 11 .01 14.3 5l-7S 55.{6 70.01 74.17 71.43 a2 .f2 g1 .27 91 .25 99 .85 112 .8{ 151 . l5 156,01 155 .57 165.31 116 .3 19f.11 221 .24 215 .75 25{ .1{ 266.11 5133 - 81 6)26.11 6111 . 51 6lo?.31 6301.12 5305 .65 6lo{ .71 6l03 .36 6302.06 5100.59 5299.01 6291.05 6296 .78 6296.64 6296.51 6296 .7L 6295.79 5291 .09 6299 .57 6300.8 6100.32 6299.22 6295.79 lNPM DeEcrip!ion: SLation ElewaElon Dara sta Elev sLa )11 Elev 8!a Elev SEa Elev .57 5335.14 5 .67 61f0 .55 13.75 5311.57 44.15 6309.1 5l .24 6f,07 .01 58.58 6307.3 12.72 5105.79 75.69 6301.02 81.99 5102.15 87 . 13 6300 .52 90 -16 5299.59 96 -69 6297 .2 L01 -s6 6296.95 115 .6{ 6296 . ?1 t55.21 6296 .67 t56 -32 6295.67 159.A9 5296.71 t12.16 6291.O1 to5 .1r 6295.71 210.38 5100.46 230 .97 5100.56 240 .58 5lO0 - 01 258 . 08 6298 .9 2 .47 11 .7 37 .65 54.5 66 .88 5133 .44 6111 . 19 5311.61 6307.29 6307 .51 5l05 .08 ?8 95 25 51 o2 2B 98 2g 66 l4 92 53 64 14.27 6104 .51 78.75 6101.01 84.52 6301.17 87.49 6300.53 92,99 6298.74 103 .45 6296.99 tt7.BL 6296 .15 154.51 6295.55 1s6.11 6295.69 l5g.tz 5296.72 t67 .72 6296.02 181 . 03 6298.33 197 -51 6299.61 225 6300.15 235 -31 6300.29 255-O4 5299.14 256 -q9 6298.)4Ma.Dingts n values IIII'IIIIIIIIIIIIII 269.19 6298.11 272.45 6299.06 275-37 6298.14 211.04 6298.24 2S1 .19 5298 .58 293 .11 6299.79 299 .53 5300 . S5 109.94 6300.93 119.44 5300.65 3t1.25 6301.14 111.1s 630t.62 341.29 5701 .71 347 .4 6101 .83 355. 18 6102 .19 159.01 6102.44 t65 .4 6102 .6S 167.41 6)02.77 186.49 6103.08 406 .99 6302.74 447 .69 6302.44 454 .25 5101 . 86 485.16 5301.61 501 . 15 5102 .02 504.!2 5102.42 519.96 6103 511.4 5103 .53 549.84 5301 .47 572 -41 6102 .64 595.5? 6303 .28 623.O1 6705.2L 616 - 7S 6105 .34 5?6.28 6105.07 702 .32 5305 .83 712 .95 6305 .51 111.79 5305.54 735 .73 6305 .63 141.12 6305.62 ?55.83 6105.?2 165.71 6305.14 ?75.19 6f05.77 784 .4 6105 . 9 791 .73 5305 .09 801 . ?6 5106. l7 s14 . 1s 6306 .68 825.15 5107 .04 s29.96 6tO1 .24 875 . 55 6108 .21 897 . 77 6108 . s 947 . 95 6309 . ll 1000.99 6309.55 to26.25 5309.52 1048.17 6310.94 1058 .42 6310 . 89 6301 .54 5301 .57 6301 .76 6301 .96 5302 . l4 5)O2.46 6102.7 6103 .19 6102.91 5102.49 5102-18 5t01 . sl 5301.76 6302.09 6302.12 6103.29 6103.58 6103_35 5102 .5 5)O1 .25 5l0s .39 5105.52 5305.85 5305.66 6305.63 6305.63 5305.51 6305.62 5f05.12 6305.17 6305. g2 5106.01 275.19 6295.15 277.5f 6298-25 2A) .s3 6294.15 294 . 5l 6300. 09 100 .88 6100 .9 311.19 5300.8S 321 .45 5300 .73 336.02 6301.39 ll8 .08 6301 .64 t42.4 5101.75 349.1 5301.89 J5S.9L 5302.24 159 . 88 6102 .44 !65.54 6702.69 l7l.2 5303.01 189.4t 6l0l .01 424.61 6102.57 {4B.ll 6102,44 455 .23 6101 . 85 485.11 6101-61 503 .69 6302.08 510.49 6302.61 522 .45 6103 . 15 513.48 6103.62 550.41 6301.{5 576.19 6302.6 50{ .11 6303 .25 621.17 5305-31 517 .57 6105.34 5SO . 14 6305.97 121 .95 6305.66 7t1.02 6305.63 733 .93 6305 .54 735.92 6305.64 74 8. 9 6305 .62 157.3 6!05.12 169.14 5105.11 171.lJ 6305.15 ?85. ?8 6305 . 93 795. 95 6106 .19 807.75 5105.49 s18 .11 5305 .83 825.94 6301 .O1 a41.94 6101.62 876 . 94 5108 .24 905 .97 5308 .72 965.58 6109.l5 1001.68 6309.5? 7029.16 6709.)2 212 -15 211 -OS 275.46 279.2) 249 .5 296.99 304 .15 311 . 14 125.55 116.59 138.89 142.99 350. 55 l5? .59 360.55 35s.66 178.15 )91.71 426 .57 452.31 467 .41 49{.3 50{ .6l 511 . 71 525.6 541.49 554.86 58?.89 509.88 621.85 647,9L 595.13 725.06 7ll .4 1 734 .13 742.)5 74 9. 01 758 .03 169.17 179.94 189 .32 800 .68 808.71 819.95 825 .8 854 .9 871.21 931.67 98r . 06 1009 .71 1010.25 1050.29 5110.91 1050.69 1058.52 6310.S9 27L 5298.1 5298.09 6294.01 5298.15 6298.35 6295.47 5100.54 5301 5300.88 6300.88 6306 .34 6306 .52 5106.89 5107 - 1 6lo7.8l 6l08 .25 6109.20 5309.{l 6109.62 6309.21 5110 - 91 272.18 27a.91 276.52 219.18 292 .07 297.18 109.51 311 .5 330 .06 337.09 340.85 146.22 155.11 359.51 153 . l5 f65.49 184.03 195.27 415. 8l 451.56 483 .59 498.{6 507 .41 51?-48 525.99 547 .58 565 .81 593 . S5 622 . O7 510. l8 571.05 701.91 711,94 137.77 114.91 7{l.89 154 .59 752.15 712.29 1Af .89 790 .96 801.69 sL2 s22.14 929 .16 956.77 891. {5 944.29 9A9 .27 1021.1{ 1042 .15 lo54 ,74 529S .06 6299.01 5298.2t 5298.15 6299.44 5300.71 5100. 92 6300.75 6301.03 5301.6 6101 .71 6101 . a4 6302.19 6102 .4{ 5102 .59 6302.13 5103 .1 6)02 .91 6302 .4 6302.13 5101.64 5101.9l 6702.37 6102 .9 6303.54 5103 .51 6102 .7L 6301.0l 6304 .99 6105.37 6106.15 6105. 84 6305-54 5105 ,63 6105 ,64 6305,61 6105 .7 6105.73 5305.75 6105. 89 5t06 .05 6106 . l? 6306.61 6106 .94 530? .13 5107.85 5108.27 6109 . t3 6109 .4 8 5309 - 94 6310-32 5310.91 6298.08 629S .05 6298.15 6298.l8 6295.92 212 .35 217.1 215 .5! 279.7 299.62 291.25 709 .26 311 - 11 325.45 115.9 339.61 )41.16 354 .53 359 .44 a62.51 366.21 179.11 194.1L 429 -53 452.8{ 475,1{ 495.25 505 .58 512.69 527.61 545.61 s62 .55 559 .26 613.12 629.34 658.86 701 .18 731.4 7ll .59 714.68 1 43 .t2 1s2 .46 161.11 771 .88 7St .4 790.08 800 .95 811. S2 a2l .92 828.38 855.14 890.67 940.35 988.44 1020.91 10lr .02 10s4 .68 6100 . ? ,300.92 ,100.77 il01 .05 i301 .57 i101.58 ,101.78 i302 .15 ;)o2.44 il02 .55 i302 .12 il03.18 ,102.49 ;302.45 i302.15 ;101,71 6301. S 5105.05 6105.35 6306 .6 6106 .92 6105 .98 6107.81 6308.42 6109.29 6309.4? 6309.S9 6109.13 6310.91 r Top aidrh (fE) r ve1 ToEal (EElB) . uax ChI DpEh (fE) i conv. To!a] (cfs) + LengEh wrd- (rLt i tin ch El (fE) r Atpha i FrcEn hBa ( f E) .C&ELosa(fE) . 540. 93. 7-11. 1.32 .733129.1 * 202.16| 5296.64| \.94. 1.61| 0.04 Top widEh ([L) AE. veI. (tElE) Hydr. DepEh (fl) Conw. (cfs) WEEtsEd PET. (EE) Shear llb/Eq fE) sEream Poser llb/fE s) cum volume (acre-ft) cum sA (acrea) 27 .26 5,04 3.33 3SS5 .0 22 .19 1.66 B .l9 11.01 3 -44 warning, warning: flarning: criEical noE a valid subcriEical ansver. The program defaulEed Eo criEical NoLe: MuIElpIe criEical depEh6 eere found aE Chie locaEion. fre crilical vaIid, wa!er surface was used, zt 7t 19 .1 21 1A 08 ?8815 79 t2 1 19 3 48 38 5 440,46 4 .51 2.15 51029 .5 441.71 1.24 5.59 45.13 29.O0 The ef,ergy equaEiotr could noE be balanced wiLhin the Epecified number of lEeraEion€, The program uEed criLical depEh for the waEer surtace and conEinued on wiEh Lhe ca1culaEionE. fre enerry loss was greaLer Ehan 1.0 t! (0,3 m). between the current and prewloue croBE This nay indicaLe Lhe need for addiLional cross eectione, During Ehe sEandard sEep iEelaEions, rhen Lhe assuned eaLer surface waa seE equal Eo depLb, Lhe calculaEed waEer Eurface came back belos crt!ica1 depth. friB indicaEes EhaE depEh. depEh vlrh Lhe lowesE 5f02.14 6102.18 5l0l .4 6l0l .55 5103.12 6302.62 6301.25 6305.17 6 305.65 5lo5.8l 6 305.54 6105.63 6t05 - 61 5105.5 5105 .59 5105.73 6305. ?6 6305-84 CROSS SECAION RMR: Roaring Fork RBCH: SEudy Reach RS: 95. 85 INPE Deecription: xs'95.85 {47' us of Brldge staLion 4) SlaEion ElevaEion Data 315 Sla Elev SEa EIew SEa EIev 6Ea Elew 12.12 l{.96 f 5.44 38 .54 41.59 4l.ss 41 .44 61 .14 76 .96 90 .33 9L.12 99.27 118 .5 119.47 161 .52 173 .46 190.07 207.15 204 .15 201 .25 209.1 2L9.41 225 .95 276 .55 240.08 259 .15 261.51 265.21 212 .37 275.51 280.99 295 -49 o 61L4.24 .24 2 .16 5112 .88 2.10 15.55 6310.88 16 .8l 31.01 5309.49 31.2 3{.tt 5107.8 34.35 35.7{ 6105.{9 16.19 11 -52 6)02.97 l8 40.19 6300.{9 4t.52 42.52 6295.47 42 .91 45.58 5295 .55 45 -14 57 -22 6294 -33 50.07 72 -72 6293 .91 12 .85 a9.21 6291.84 89.81 91.25 6293.8S 91.{g 95 - 88 6291 . 94 95 .81 111.S7 5294.2 116.1{ 110.46 5295.{9 119.14 !50.96 6297 -56 L52 .95 170.51 6297 .19 L12 .54 188.85 5296 . {9 189 .63 199.54 6295.19 20! .51 201.54 6294 .61 204 .7 2O5 -91 6294 .6 201 .19 209-2) 6294.68 208.69 2LL.O5 6294.91 2t2.21 222 .11 6296 .99 227.9\ 228.15 6299.19 232.!6 275.25 6299 -36 2!S.fB 250 -71 5299 .O4 255.62 260 . 57 5101 - 08 261 .25 251.91 5101.18 264.11 258 . 5B 5101 .2S 271 . 07 216.74 630t.aq 216 .91 280.15 6301.1{ 2S0.{1 285-19 5l01.0l 2Ss.41 6314 .06 6712.49 5310.96 5309 .37 6307 . {9 530{ .5? 6102.49 6299.55 6298.4 6295.49 5294.t2 629!.91 629'.55 6291.86 6293.94 6294.19 6296 _14 6291.1 6291 .51 6296.12 6294 .9t 6291,61 6294.61 6294.7 6294 .99 6297.19 5299.2 6299.16 6300.49 6101 . 1 5301.2 5101.2 5301 .15 5301.11 5301 .04 5111 .4 9 5310.49 5los .52 6106.49 6f04 . f5 5301.49 6294.52 6296.15 1l .71 12 .Oq 10 .65 09.09 06 .52 04.49 01.95 99 .49 63 6l 63 63 6l 5l 61 1.01 6113-62 6113 .49 6110 . 9 6110. {l 530S.49 5305-5I 6f,01 .49 5300-52 5298 -49 6295.49 6294.42 6294.02 6291.87 6291.8S 6291 .91 6294 . 08 6295.25 sEa I .2t 15 .19 26 .14 ll .65 15.68 )7 ,14 40.21 42.75 44.79 51 .79 11.26 88.?7 91,2 9{ .18 108. s8 128 .3 1{9 .94 158.79 171.1! 199.24 204.62 205.21 3.5 21.61 5.{ 26.39 33. ll 15. 05 t5-54 19.2 42.75 44 .55 41.64 59.06 8{.01 91.01 91 .85 10{.96 121.45 119 . 81 165.05 117.67 192 .26 204.45 205.25 201.31 2o9.71 2 L9 .51 226 .\S 236.81 245.19 250.24 262.27 265 -78 275.46 280.0l 292.74 286 .17 Manning's n value5 sLa n val Sta S!a SEa SLa 6291.49 6294.58 6291.21 6291.9t 6297 .85 6291.9L 629f.9q 6294 .30 6296 -49 6291 -92 6291.52 6296 . l8 6294.4 5294.65 6294.64 6294.17 5295.49 529A.79 6299.3f 6299 -29 6300.78 6101.12 5301.21 5101. r8 5301.15 5101 . 11 6301.04 6294.49 6294.Z! 6293 . B1 6297 .85 6293.91 6291.O) 6294.49 6296.51 6291.91 5291,49 6295.22 6291.72 6294 ,64 6291 .64 6294 .S 5295.59 5294.19 6299.14 6299 -)2 5300.99 5101.15 5101.22 6lor.1l 5301,16 5101 . 09 6301.04 6291 .19 6291.76 5291.21 6295.19 6291 .7 5294 .62 6294.64 6294.52 5296.49 6299.55 6299.41 6299.49 6301 .04 6301.15 5301 .24 5301.14 610r.16 5101. 07 6t01 .0{ 97 .09 .o4 176.1 05?07 1058.62 Bank Sta: Left Right Lenglhe, Left Chaonel RighE 97-09 115-1 215.13 206 195 Rigbt Levee Stalion= 1021.14 Elevation= 5109.94 Coetf Conlr .1 Expan .l 201.11 zro.12 227.54 2?6.64 231.71 211.13 250-51 262.56 266.45 216 .25 2BO .09 2S).42 296.93 CROSS SEfrION OEPU . E.G. Elev {fE)) ve1 Head (tL, . w.S. Elev (fr) r criL w.s- (fr) r E.G. slope (fEltE) . Q ToEal (cEE) Prorile d r 6105*1 .6303 r 6103.0.008412 + Irea ( r122S0.00 'F1oe { sq WL. n-Va1 Reach Len 0.040 206 .OO 569 - 50 569 .50 1231 .16 0 .070 35.11 70.17 10,77 56.?5 51 61 96 96 (fE) * Flov Area (sq f!) fL) Left OE .i RighE oB + * 0.055 . r 195.00 r r 1018.91 r * 1018.91 r * {685.89 i IIIIIIIIIIIIIIIIIII 291.94 309.? 3q6.17 370. ?8 389,71 405.1 4 411.87 425 .69 441.23 467,1 507 .4l 520. B5 515 .92 503 .5 604 .29 605.01 611.25 624 .52 575.12 545.l9 552.91 662.a3 671.89 680.84 709. 03 7S9 .6 852 .19 81S .22 885 .43 6301 ,06 6100 .75 6299.9 6299.1 6294.75 6299.41 510 0 .4 6101.{9 6101 . 61 5301.06 5100.62 6300.{9 6299 .91 6299 .55 6299 .51 6299 .55 6299.51 6299.5r 6299.9 6299.95 6300 .15 5300 ,47 6300.71 6100 .86 6101.71 6101.04 6l0l .95 6104 .17 5304 . 1B 297 .06 111 . 05 155 .44 171 -63 396 .8 406 .57 412.12 426 .84 444 .89 479 . 02 508 .3 529.81 599. 11 603 . S4 604 .45 511.58 517 .15 625.16 5)7 .15 5{7.55 651 .61 662 .96 611.15 643.27 109.24 gl9 .27 857 .4 878 .55 6293 6291 6297 .35 2 .11 4 .59 27 .49 3t .22 34 ,79 11 .15 4 0.63 4t .19 45 .71 51.24 62 .58 a2 .o2 84.41 85.52 86 .54 87.3 88 .02 as.22 s8.95 111.57 130. 87 145 .18 158.57 166 .53 774.2 181 . 61 190.85 t9t.62 213.51 223.11 225.65 240 .\4 252.54 260.16 259.88 303.2S 311.63 342,82 375.17 392.1S 398.55 408-39 426.41 410.2 4)O.62 4)2 .69 444 .39 499 -59 505.19 st1 .21 520 .21 522.9) 524.24 526 .6 531.7{ 555 . l7 513.62 s93 - 03 603.{7 549.49 545.11 595.65 700.55 70?.81 7 t6 .37 724.2 1 30 -62 140 - 32 1e2 .09 6301 . Ol 6300.?r 6299.97 6299.t 6290 .92 6299 .49 6100.49 5301.59 6101.55 6100 - gl 6100.56 5f00.48 6299.6 5299.55 5299.56 6299.57 6299.6L 6299.81 6299.49 6300 6300.16 5700 -49 6300.74 5100 - 91 6t01 .71 5301.{9 5t0l .97 5104 .17 103 .45 138. J 360 ,9 387.61 {00 .4 408.94 6r1.91 640.01 549.18 657.99 654.22 579 . ?8 646.92 128.12 815 . 51 860.87 8S2.07 6299.71 5299 .86 6299.9t 6300.04 5100.29 6100.59 5100. 86 6300.98 5302.02 6303.7{ 6103.99 610r .1S 6100 . a6 6300 . 02 6299.46 6294.15 6299 .79 6f00.22 6301 ,1 5101.69 6301.11 6300 .63 6300 .58 6299 .95 6299 .55 6299 .57 6299 .57 6299.6t 6299 .A 6299 .9 5299.95 5100. 14 5300.46 6300. 52 6100. g5 5301.{9 6!02.49 6103 .75 6304 .12 6104 .18 Expan 6 315 6314.49 5311 .88 6310.12 5308.19 6305 .58 6304.49 5302.31 6299.49 6295.74 5295,49 6291,q5 6294.05 529).59 6291 .57 6293.5{ 6291.52 6293 .51 6291.5L 5291 .51 6291.49 5294 .49 6296.q9 5296 .91 6296.16 6296 .79 6296.2 6295.2 5294.57 6291.99 6295.49 5298-{l 6297.81 6291.19 6299.42 5100.28 5300-49 6100.0B 6300.21 5299.25 6291.49 6295.87 6299.69 6100 .84 6100.5{ 5300 .59 5300 .55 5100.56 6101 ,21 6301.l{ 6101.38 5t01.38 5101 . 37 5101 . 15 5301.1 6100.9s 6299.41 5299.51 6299.7 5100. {9 5300.19 6299.69 6299.49 6294.52 6290.11 6298.49 6296.49 6291.49 6299.11 5101 . 31 5115.83 5311.49 6311 .29 6109.49 6107 .49 5l05 .59 6303.{9 5100. 97 6298 .49 6296.49 6295 -02 6294 .O1 6291.61 6293 .5S 6293.55 5293.53 5297.5r 6291.57 5291 .51 6293 .52 6291.49 6291.71 6296.61 5296.85 6295.63 6295.f6 6295 -9 6294.6r 6294 .52 6294.9 6291.19 6295.42 6115.{9 6113.44 5310.49 6309 .13 630?.4S 5305.49 6102 .1 6300.49 6297 .12 6296.4 6291,94 6293.94 629) .57 6291 .58 6293 .55 101.12 5300.95 321.2 5100.49 350.{6 5299.51 173 .53 6299.05 397 .52 6299.91 40s.2 6299.95 4I5.87 6300.7 428.92 5101.82 445.{ 5301-54 481 6300.75 508 .97 6100 , 82 554 .37 6300 .19 599.21 6299.5 603.99 6299.56 60E.94 6299.56 6t2.25 6299.55 620.68 6299.14 528.34 6299.55 531.5 6299.89 6{7.99 6100.01 654 .34 5100,19 653,02 6t00.49 67?,19 6300.81 583.96 6300.91 726 .91 630L.99 825.18 6103.62 859.92 6301 .98 es2.02 6304 .18 119.02 410.72 449.24 491.9 513 .71 516 ,45 602,6 60{ .15 505.1{ 672 .9t 622.t8 6300.95 5100 .08 6299.49 6299.11 6299.15 6299 .92 5100.87 5101. B 6101.49 6100.65 6100.59 6299.91 6299.55 5299 -56 6299.57 6299.58 305.99 340.72 151 ,61 t89 . O5 40{.91 4lo.82 42L.11 {39.39 461.45 {96.8S 514 .63 515 ,56 603 .44 50{ .1? 605.85 6t6 .23 624.t2 634 .78 544 .11 652 .25 662.09 659 . 04 680.48 697.81 154 .72 836.11 871 . l4 885.26 67.63 6294 69.23 6294 . a4.L7 5293 . 85.21 6293 . 85 .16 87 .08 E7 .99 88.r 80.78 107 .54 130.2{ 744.4q 157.99 164 .89 t71.12 100. l 190.51 191.45 211.89 223 .54 228.56 219.61 2{S.96 260.04 265.12 299.51 312.38 140.32 174 . ll ls2 ,1l 195 .8 406 .2 4t1 .2 q29.95 410 . 51 411 . 05 438. t4 498.49 505 .14 515.21 520 - 0s 522 -49 523.81 526.41 s30,s2 554 .38 5?l .55 591 .41 602.49 51?.85 644 .26 692.21 698 .94 104 .5 117.81 1ZL .21 729 .2 731.99 750.11 .19 1 .69 4 .32 15 .0{ 29 .88 32.55 l5 .56 39. 13 42.25 45.34 47,47 s6.47 67 .9 84 .01 8{.86 86 ,19 g1 ,o7 81 .96 ss ,08 88.49 95 .59 129 .45 1{ 1 .87 156 .39 154 . l{ 173 .41 117 .5\ tg9 .14 191 . l1 199. 15 2r9.27 228.47 217.4 247.79 259 .91 263 .58 298 .15 311 .85 140 .01 358.26 379 .69 394.41 401.8 417.14 42A .56 430.ll 410. 9 435 .61 495 .54 s04 .91 511 .2 6 519.69 527.19 521 .74 526.1t 527 .44 551. g 512.t3 5S5.86 598 ,98 516 .96 642 .81 650 .99 699.22 704.22 7rt.29 720.99 727.61 715 .64 151 ,19 0 6316 . l8 1.11 6314.05 J.12 61t2 .49 t2.75 67t0.22 29 .33 6108 .49 32.12 6106.91 l5 . 55 6305 ,16 lB,91 5102.49 41,19 6299.93 44.51 6297.49 46.45 5296 .15 56.O1 6294 .49 65.89 6294 .01 83.3{ 5293,61 94 .a4 6291.51 s5.88 6291.5{ s5.99 6291.52 g1.94 6291.5L 88 . 07 5293 .51 s8 . 36 5291 .51 s9 .74 5293.54 126.49 6294.29 t36-21 6295.7 154.1 6296.92 151.79 6296.75 t10 -26 6296.49 175 .9 6296 -ZS Lg9.11 6295.49 791.29 6294.51 19t.91 6294 .49 2r7.11 6295.05 224 -SS 6297 .12 213.2L 629A-L6 245.74 6291 .49 251 .4t 5299.49 252 -55 5100 .21 290.28 5100.5 109 .67 6300 .12 329 . 84 6300 .46 353 -5 5299.49 176 , 09 6298 .18 191.04 6295.49 400.08 6299.56 415.86 5300.87 428.5 5100.66 410.29 6100.59 410 . 72 6100 .55 435.25 6100 .56 493.5 5101.19 503 . 96 6301 .31 511 . 12 6lO1 . l7 s19. l6 6101.3S 521.21 6301.31 523.43 5101.16 525 . 55 5101 - 32 52?.31 6101.1 55f.52 6299.5t 51t.11 6299.54 575.08 6299.59 597.88 6300.{5 606.1 6300.49 629.OC 5299 .97 650. 82 6299 . { 9 695. lt 5298 .58 101 -42 6298 .11 708 . 39 5298 .59 119 -98 5296 .12 726.!9 6291 .O9 172.9 6299.49 748.86 6100.7? '21 z ,62 4.1 27.66 11.19 32.96 15 .91 40.0{ 42.94 45.6{ 49 .66 5315-93 6113 .61 5111.{9 5l09 .78 5307.51 6306.{9 6304 .2 5301.49 6299 .86 6296.54 6295.21 .58 2.79 6 .69 2A .16 71.24 3{.9S 38 .69 {1.16 44.25 {5. g4 s].29 63 .9s 42.95 st.45 85.61 .1 03 59 56 5{ 52 51 5l 51 51 51 5l 15 49 16 79 19 3l 68 52 53 49 l4 19 12 6291.51 6293.52 629J.2 5294.66 5295.61 6296 -81 5295.71 6296,7e 6296 .06 5294 .11 6294 .52 6294.49 6297 -45 5294.13 5291 .56 6291,74 6299 .55 6f00 .59 6301 .29 6101.35 5101.3? 5301 . t7 5101.36 6301.15 6301 .29 6100.55 6299.19 6299.55 6299 .7 86 .87 5293 a1.69 5291 8S.05 6293 Manning'E n values sLa n val 88 .11 89. 1l 6291 . 6293. 6294. 6295 . 6296. 6296 . 6296 . 6296. 5295. 6294. 5294. 6295 . 5291 - 6298. 6291 . 6299 . t21 .59 llE .74 149.08 162 .66 1?0. 08 114.11 1S6 .6S 191 . 21 191 .57 214 .81 221.99 229.9) 24L.24 256 .56 26r.94 219 .24 309.33 123.O7 744 .91 175 - 86 1s5 .3 2 199,3? 412.96 t2a .24 1)O .25 430.68 434. s9 492 -4L 500. 47 501.29 517 .55 520. 94 523 .31 524 .54 526 .97 54 1 .6{ 51 0 .32 517 .7 591.41 605.21 627 .71 5s0.3 695.71 1 02 .89 708.14 718 . 17 124-56 o .07 41 -54 .04 121.45 .05 Bank SEa: Lefr Rlght LengEhs: LetE Chaonel 41.64 L21-4s 11 )1 CROSS SECTION OEPE Profile {I00-yr . 5303.14. 1,41 r 5101 .6 5 1 5301.58 .0.007514 .12280.00 , 654 .08 Lefl OB 0.059 37 .00 l2.lB 32.3S 147.10 L55 4 .54 7 .14 1697.0 11 .31 1 .14 5.l0 10.76 3 -15 Channel 0,040 t7 .00 557.15 557.1s 6901 .81 73.81 12.39 1 .35 19621.7 13 .54 1 .54 {3 .85 1s.50 4.90 Rlgh! OB' 0.05f . 17 .00 * 118l 118 3 5231 4 .25 40.16 25.1f 6300 .49 6300.49 5300-07 6300.22 5298.49 6291.49 5299 .04 5f 00 6300.83 5100.59 5300.57 5t00-54 6300. 17 5100.49 6300.13 6100.21 6300.2 6299.21 6291 .45 6299.49 6300 .49 5300.69 6100.59 6300.55 5300.55 530r.15 5100. 17 6300.s5 6100.59 6100.57 5300 .54 6300.5{ 5301.1 6101.3s 6f01 .38 6101_3? 6101 . 16 5101.ll 5101 - 21 5100.49 6299 .1 4 5299 .56 6100 6300.{9 6300.11 6299.67 5295.57 6295.55 6294.5 6291 .49 5296 .49 6295,49 6299.95 6101.81 RighE 31 qoeEf Conlr .1 161 .62 297.64 29A.49 299.51 100.49 )oo .27 300.05 100.28 299 .72 291 ,49 6299 .4 r E.G, Elew ( tL)r ve1 Head (tE) r w.s. Elev (fEl r criE H.6. (rL) . E-G. slope ltL/fE)r o ToraI (cts) r Top Hidlh (rl) r vel ToLal (tEls) r trax Chl DpEb (tL) r conw. Total (cts) r LensEh EEd. (tL) I Min Ch E1 (fl) . Alpha * ErcLn hss (fL) r c & E h6a (fr) 9l 85 .4 00 81 9A 2L 1S EIemenL Reach Len. (fu) Flow Area (Eq fE) Area {sq t!) Flow {cfs) Top widlh (ft) Avg. ve1. (fEls) Hydr. DepEh (fE) Conw. (cfB) xeLEed Per. (tE) Sbear (Iblsq fE) SEream Power (Ib/tE s) cum vo1ufte {acre-fE) Cum SA (acres) 0347 6301.11 6101.35 6101 . l8 6l0t .36 5301 . l6 5301 .31 6301.17 warDing: Divlded floe compuEed for lhis cro6s-EecEioD. uarning: The velociLy tread has chaDged Dy more Lhan 0.5 fE (0.15 m) additional crosB sec!ions. CROSS SESION fris may indicale Ehe need for EIev SLa Elev 5100.{9 6300.15 6299.66 6295 -5 529A.63 6298 .65 5297.91 6296.49 6291 .96 5299.84 5301.49 6300. 17 5299 .56 6299 -57 6300 .44 5100 .4 9 6100 6299 .5 6299.55 529A.7 6290.6 6297 .ll 6296 .5 RIVER: Roaring Eork REACH: SEudy Reach RA : 95. 7s INPUI DescripLion: xS-95.?5 (10r US of Brldge Elev AtaEion Elevation OaEa SLa EIev SEa 368 S!a StaLion 3 ) EIev SLa 712.1 5299.41 743.98 5300.49 784 . 18 5101 . 86 IIIIIIIIIIIIIIIIIII 807.8 076.93 909.9] 942.11 6302 .22 6103 . l5 6fo3 .72 630{ .03 s23 .93 6302.49 678 .56 6l0t . l? 910 . l6 5303 .72 942.85 5304.01 848.44 6302.88 906.4S 6303.7 917.1 5104 .02 876.71 630).35 90s.69 6101.71 911.6t 6)04.O2 uannrng'a n values sLa n vaI sua n val 154 .7 . O7 815.?5 6302.69 889.28 6103.49 926.68 6303.94 945.63 630{.04 6299.04 6299.Ef 5)OO.27 5100.1 6299.18 5298.95 6299 .49 5299.9 5300.21 6300.1 26 9 .04 215 . 05 252.74 255.17 291 .7 306.65 314 .9{ 6299.49 6300.2 6100.3 6t00.05 6299 .65 6299.49 6299.59 5300 - 13 211 .55 218.61 251 .62 2SB .22 295.51 312 .1 121.61 337 ,32 340.74 349.14 356 . l5 187.17 405.91 424.67 451.25 469.32 506 .39 515.52 524 .O2 528 .24 535 .46 510 .99 595.27 549 .7t 590 .29 59a .77 594.44 503 - 88 616 .53 525 .15 101 -61 1le ,45 1to .32 140.11 149 .99 758.41 770.14 71\.28 171.9J 187.15 197.41 51 .00 46.14 45.14 16r.49 11.82 3.56 3.90 2595.5 11 .93 0.83 2 .96 10 .56 16 65 55 49 .7 .5 49 l1 ,4 18 91 49 99 o7 94 1l 35.13 5305. 38.85 6101. tf.22 6300 46.O1 6298 49.64 5296 . 54.99 6294. 82.83 6293 106.25 6291 . \10 .02 185 . 17 197 .22 202.29 20s.52 20s.92 2tL.2l 229.11 257.11 6299.16 5300.25 6100.31 6100 .01 6299.66 6299 6299 .67 6300.21 5300.17 5299 .88 6299 -26 6299.25 5300.5 5300.38 6100 .85 6101 . 04 6101 . 12 6301.11 5101.09 6301.04 5300. 87 5299 .49 29s.69 290.62 295.65 298 .71 29A.95 100.45 100.49 300.25 294.11 294.O7 11 11 15 45 55 21.l 82 28 83 71 86. 86. J92. L6. 4. 5. 5855 18. 1. 5. 10. 6291 .91 6297.69 6297 .57 5296 .71 5296.11 6296 .39 6299.02 6300.{9 6101 . 1 51o1.l? 5301.{9 6102 .1 6l0l .53 5l0l.8l 261 -21 27).1 275.76 254.02 290 .86 302 .62 112 .61 t22 .13 337. 81 147.21 l{9 267.89 271.71 242 .32 244.65 291 .l8 305.99 112 . g1 329.42 339.21 3{1.{4 150.75 374 .14 39? ,35 411 .17 472 .51 45{ . B8 481.2 5t2.91 518.85 523 .5 512 .19 563,49 5?8.04 585 .71 509 . B8 590 .59 591 .99 595 .51 504 .98 621.9 645.5 714 . 41 1 25 .26 738.11 142 .65 7s1 .14 759.14 7?0.81 112.31 1St . L2 ?09 .98 6299.Og 5100.1 5100.22 5100.2 6299.77 6298.49 6299.5 5lo0 .05 6100 . 2 5300. 06 6299.3L 6298 -25 6100.11 6300, {9 6300.54 63 01 5101 . 1 5101.14 5101 .1 5301.07 6300. 95 6299.65 6299.04 6295.64 5298 -67 6296.6A 6294.5 6299.49 6299.03 6298.L4 6291.58 6291 .1 6291.57 6296.49 6296.12 6296.73 6297,49 6299 .61 6100.98 6301.35 5101 .4 6302.27 6301.49 6101 . 8 6299.49 6300.27 5too.31 6299.91 6299.19 6299.41 6299 .Sf 6300 .21 6300.1r 6299 .67 6299.t7 6299.49 5to0 .5 5300. l7 5300.9 610r.05 5301.11 Expan 270 .64 275.48 242.99 256.3 294.5q 309.86 117 .L6 ll5 .8l l{0 .04 142.2 154 .53 185.05 402.lq 421 .53 447 .A2 { 68.54 500.15 515.06 522 .64 526 .52 514 .93 56S.93 583.7 587 .88 590.21 591.72 594 -28 501.71 612.12 625.18 690 .8l ?19.02 129.99 740.53 146.47 154.44 769 . S2 711.28 175.4 794.72 794 .88 199.11 804 . 09 850. 99 952.35 98? .05 4 SEa n va] SLa n Val 0 .07 56-07 .0{ 129.45 .05 Bank sLa: Left Rlght LengEhsi Left Chaonel 56.01 a29 .45 30 l0 CROSS AECTION OmPm Profile {100-yr RighL 30 coeff ConLr .1 Expan. .l 333 .55 319.99 34 r .79 3s3 .32 375 .27 399.97 4L7.03 44L _15 {5? .83 491_S8 513.94 520.48 526.56 514.51 s66 .1 583.49 58s.98 589. B8 590. 9{ 593.1{ 501 .35 605 .56 622.47 5299.49 529A.49 5299.98 6100.49 6100.49 6300.92 6301 .05 6101.14 6301.1 6301 .08 5lo0.9s 6300.49 6299.15 6299.64 5100 . {9 6300.36 5299.49 6294.13 6291 .92 6297.67 6291.6 6297.0q 6296.l 6296.17 5295.B 5299.49 5100.87 5300.17 5299.91 6299 .24 6298.49 5300.49 5300.36 5100.79 5101.01 5101.14 5301,14 5301.1 5101 . 05 6300.89 6299.56 6295.71 6298.63 6298 .54 6298.69 6295.89 5100 . 12 5100.49 6100 . 1{ r E.G. Elev {fE)i vel Head (fr) i fl.s. Elev {fE)r CriE ff.S. (fL) r E.c. slope (trlrE) ' Q aotal (cfs) r Top aidEh {fL)r ve1 ToLal (fEls) . Hax Ch1 Dplh (fL) . Conw. ToLal (cfs) + LengEh wld. (f!) . uin Ch El (fL) r Alpha r FrcLn hsB (tE) rC&EbsE(fEl r ElemenE . Reach Len. (fE) + Plow Area (sq fL) r Area (Eq fL) + Plov {cfs)* Top f,idLh (fL) a Avg. ve1. (fLls) r Hydr. DepLh (fL) r conw. (crE) r wetted Per. lfE) . Shear (lb/Eq fE) * sLreem Power (1blfl E) . Cum volume (acre-fl) * Cum 8A (acres) 371.39 392, 84 {10.43 {10.91 45{ 415 .25 501 .26 51?.82 525 .4 529.05 516.52 515.17 585. 63 559.75 590.38 591 .55 595 .28 604 .18 621 .4 621 .44 1t2 .51 123 .59 ?ll - 11 740 ,79 750.21 764.15 110.69 771 . l5 119.94 197 .92 197.6) 199.61 8{4 . l1 963.22 97{ . B5 Eauning'e n valueE sLa n va] 6298.61 5298.61 6299.74 6299.3 6f 00.49 6300 .36 5100.15 6298.17 6297 .95 6291.15 6291 .51 6297.32 5296.14 5295 .26 6296 .49 6299.!4 5300.74 6101.29 5301 .39 6to2.19 6102.49 6103 . ?5 671 .59 7\4,91 127.45 1)9.41 146.11 152.17 169.69 71L.O2 17 4 .51 78r.68 192 .3 195.61 800.13 848.71 949.81 984.11 | 6302 .74. 0.87 . 6101 .87 i 5100 - 96 ,0.004485 r 12280 .00r 745.21 Left OB . 0 .070 . 30.00 . Channel r 0.040 * 30.00 r 595.75 + 595.15 + 59Sl ,11 + 7l.f a * 10-04 r s.72 + 89115 .9 . ?3.45 r 2.27 | 22.5L I 15.01 r 4.84 r Righ! oB. 0 .057 * 30.00 r 15S1.89 + 1581. 89 * 5904 .75 i 555 .41 r 1.51 r 2.57 a 88166.9 r 558. 05 a o.12 | 2.51 . 38-94 r 26.21 ' 20 67 .1 00 20 05 1l 01 s3359 I .35 5301.1 6301 ,08 6300 .99 5300 .51 5299.21 6298.65 6299.62 5298.66 6295.71 6299 .09 5100. t5 5300 .42 6300 .21 6299.49 6290.05 5291.A2 6291 .65 6291 .49 6296.37 6296.2 5295 .49 6299.49 6lo0 .73 6301.21 CROAS SECTION RMR: Roaring Fork RmCH: SEUdY Reach R6 95 ]NPE oeBcription: xS-95.7 (10'DS of Brtdge _ SLaElon Elevarion oaLa 159 Sta Elew SLa Elev Sca sLaLlon 2) Elev Sla 798.05 6301-31 799.94 6101. t9 s46 .45 6fO2.27 9{{ . 06 6301 .42 981 .9? 6103 . I 199 -3 816.45 851 .79 973.49 6101 - 18 6101 .6 4 6)02.74 5303.74 Elev SEa Elev 1.91 3 .65 4.95 1 .25 26.09 31.39 15.89 40_5 4).52 45.09 51 .45 80. B s5.99 114.69 119. 54 1{8.ll 154 .48 15S.l2 t63 -92 117.19 195.11 \97.49 204 .69 207.46 210.56 215.1 249.92 o 6311 -O2 .tl 2.27 4.16 5.48 10.11 29.9 33 -47 37.24 42.02 {{.91 49.42 53.42 81.9{ 103.84 120.41 14t,17 149.9{ 155 . {? t59 .52 161 .O1 180_ 1 195 .55 201.12 205.5 208.88 2t1.02 225.49 250. {8 6116.49 6714.25 6111. B6 6310.{9 6110.21 5308.49 5106.{9 6104 .38 6301.49 6299.49 5297 .16 6294.49 6293.12 629f.t2 6291,79 6294.15 6295.86 5296.O7 6295.99 6295.15 6295.49 6295,49 6295.49 6296.61 6297 .O6 6295.6r 6299.2t 6298-s3 6)02.L2 5299 .69 5291.49 6295.04 6291.{5 6292.94 6291.7A 6294.55 6295.81 6295.07 5296 .01 6295.79 6295.53 5295.49 6295.49 5296.A9 6297.64 6295.62 6299 .3 6298.s1 6314.55 6312.49 6311.21 6310.{1 6109 .49 5305 .53 5104.58 6302 .49 6100 .49 6299.45 6295.49 6291.45 6291.21 5291 .67 6294.49 .05 2.04 1 .17 5.06 7.56 29.L4 5115 .9s 531{.49 6312.14 6311.09 6110 . 4 6108.66 5106.5 5304 .49 1.04 2.84 4.{5 5.71 12 .2 31 .41 6315.67 5113.49 5311.5 6310.45 r .21 I .01 4 .51 6 .48 27.\7 31 .7 5115.{9 6311.28 5311.49 6110.45 5109.64 5107.49 { SEa n va1 3l -45 37.05 41 .07 44.64 41 .52 52 .27 80.84 96.55 120.01 140.71 149.21 155 .55 158 . B9 165 .23 L79 .22 195.95 200.o7 204.99 208.2 210.98 221.34 250 .25 6110 5107 121.47 5297 145.5 6295 151.29 6295 t51 .t5 161 . 31 35.25 6105 . {9 40.11 6fo2.11 4l .45 6100 .5{ 45.0{ 6298.49 so .48 5296 . 03 19.91 6297.49 s4 .26 6293.)2 to9 -11 6297 .49 77\.69 6294,19 149.02 5295.6 r52 .26 6296.03 158 . 1l 5296 .04 L51.46 6295.92 171-56 6295.61 186.53 5295.49 L91.24 5295.49 ?o2.64 6295.S 201.45 5297.49 208 - 98 5297. B9 zLt.B 6298.17 215.94 6298.97 260.1 5299 .19 6Ea o .o? 53.42 .0{ 139.54 .05 155.55 Bank sta: LefE Right LengEhs: Left Channel RighE 53.42 139.54 63 61 6l CROSA SEGION OWPm Protile {100-Yr o1 coeff conLr. -1 6295.5 6296 -05 6296 .03 6295.8L 6295 .57 5295.49 6295.49 5296 .39 5291 .55 6295.49 6299 .27 6299 .51 295.49 295.49 295.49 295.64 291 .81 295.59 299.13 299 .01 296 295 295 . E.G. Elev (fE) r ve1 Head (fL) * H.S. Elev lfE) r crlE w.s. ltL) r E.c. slope (ftlfE) r Q ToEal lcfE). Top wldLh (fE) ' vel ToEal {fLle}. Max chl DpLh (ft) r Conv. Total lcfs) r Lenglh wtd. (fL) r Mif, ch El {tE) r Alpba + ErcLn Lo€s (fL) ElenenL Reach Len- (ft) Elos Area {sq fL) Area (Eg fE) Flov (ctB) Top PidLb (tt) Avg. ve1. (fLlE) Hydr. DepLh (fL) Conv. (cts) HetsEed Per, lfL) sbear (1b/sq fL) Arream Poser llb/ft s) cum volume (acre-fL) i 5102 .60 * 0.s2 r 5101 .77.6300.81 r0.004015 r12280.00 . 781 .54 . 4.95 . 8.83 .191785-8 + 51 .00 | 5292.94 , 2.t1 a 0.26 LEfL OB 0 .070 ' Channel. 0.0{0 i 51 .00. 697.01 r 69? .01 r 5610 .6{ . a6.12 . 9-18 r 8.09 .104320. O . 85 .19 + 2.O3 , 19.21 r 14 .57 RighE OB + 0.058 i 51.00 * t73S .52 ' 1?38 .52 . 550t .8g . 681 .59 . 2.51 . 86S70 .3 . 585 .18 . 0.64 + 2.Ol I 11 .16 . IIIIIIIITIITIIIIIII cRos6 sEcTroN rc&ELoss (EL)r Cum SA {acres)805 .21 80s.51 812. l4 szl.{1 830.64 s30. 05 849.45 878.65 950 .25 1009. s2 1019.63 \024.44 1039 .41 6297 .54 6296 .8l 6296 .22 6296 .O5 6291 .1 6299.49 6300.14 5101 . 13 6302.6 610) ,24 6301 . l 6301 .2S 5103 .39 80s .55 a08 .58 817 .53 826.95 s1t .12 844 .39 850.59 879.41 952.7? 1010 .44 7079 .11 to21 .96 1039.84 6300 100.49 302 .08 303 . t4 303-27 t03 .2s 301.l9 6l0l .5 5291 .49 6296 .29 6296 .04 6296.12 6298.61 6300. 07 5101 .07 6302 .49 6301 .15 5303.3 6301.2S 6t03 . l9 25 ,15 806 809,32 820,45 821 .1 Bll .32 845.98 851.1 891 .51 981.61 1072 .9 .019 . S{ .o2g.11 _o48.92 6291.54 6295.49 5295. S8 6295.38 6298.04 6299.91 6700.22 806. 811 . g2L. szs . 814. 6297 .51 807.18 812.1 827.23 429 .27 835. 03 947 .14 875.1 919 . 17 1004.21 1019.{3 1024.27 to19.25 4 .19 25 24 92 8{ 6t 5{ 96 .7 49 71 59 8l 63 Slor .49 921 5102.92 1003 . 6301.27 1011. 530t.1 1021. 6101.29 1038. 6303. {9 1050. I .09 9 .ll 1l,61 17 .86 21 .99 26 .t9 29 .54 42.74 59 .62 66 12.J2 19.49 84 -41 92 71 .6 42 l5 6l 06 72 91 l2 10.61 15.33 18.66 23 .13 21 .93 31 .81 45.21 59.11 54.29 15.48 79.74 6291.54 6296 .78 6295.98 6296.36 6297.49 6299 .AS 5100.19 6lo1 .15 6102.61 5303 .25 5301,3 5103.28 6101.4 6296 _29 6293,98 6296.19 6298.19 s46 RIVER: Roaring Fork REACH; Study Reach RS: 95.5 lNPM DescripEion! xs-95,6 (71'Ds of Bridge _ StaLion ElewaLlon Data num= 349 8La Elew SLa Elev SEa sEation 1) EIev SLa 0 5l2l . 06 05 6320.88 Elev SLa Elev 2 .22 612r.49 5.81 5119-49 s.l9 6315.87 10 .89 6314 .49 14. I 5311 -51 16 .25 6309 .4 9 32.59 6307.48 17.86 530{.49 41.41 6102.44 44.91 6300.49 49.69 6291 .9! 54.t3 5295.49 59.57 6293.41 94.39 6292.52 lzo.17 6291.11 144.16 6294.17 147.42 6294.54 154.52 5296.s L62.82 5297 .34 7A0.99 6291 .1 205.56 6295.52 211 .44 6299.15 234 -17 6298 .6 241 .35 6295.2 251.69 6291.54 261.39 5294.O4 280.51 5298.?1 2A8.99 6299.25 101.28 6298.5? 305.65 5298.49 132.93 6291 .55 315.32 6297.6 118.52 5291 .49 145.1S 6297.61 350 .46 6Z9B .5 361 . 91 6100 . l4 384.6 6299.9 41?.51 5299.81 4tl.l1 5100.21 449.61 6101.14 454 .A9 5101.21 452.23 5100.41 495.51 5t00-49 507.1? 6100. l4 512.91 6299.99 521.0s 6299,8 5f,1 .15 6299.81 552.45 6100.04 55S .35 6299 .71 552.75 6299 .49 609.44 6299 .44 631.6? 5299.s 692.9! 6299 .06 752,52 6298.49 767 .23 6298.t9 715.7 6298.01 796.97 6291 .64 5319.48 5116.49 5311 .93 6311.49 5109.02 6106.49 6304 .28 6101.95 6299.71 6297 .49 5295.04 6293 .44 6292.9L 6122 .9 6320 .56 5318.49 6115.89 6113.49 61\1.47 5308,49 6305 .81 6303.{9 6101 .55 6299.49 6295.95 6294.49 6292 .19 6293.09 629) -)1 6294 -19 6296.OZ 6291.49 6291 .21 6298.49 6298.51 629S.58 529A.49 5296 629J.49 6292 -79 6291.09 6293.49 6294.49 6296.11 5291 .3 6291 .49 6294.52 6298.14 6294.64 5299.47 6291 .56 5298.05 6294 -49 6299 .16 5298.59 r E.G. Elew {ft) r vel llead (fLl r f,.s. Elew lfL) . criE k.6. (fE) . E.G. slope (ftltt) ' 0 Total (cfs) r Top widEh (tE) . vet Toral (fEls) i uax chI DpLh (fE) r conv. ToEal (cfs) + Length ffLd. (EE) + Mln Ch EI (fE) i Alpha r ErcEn hss ( f !) * c & E bss (fLJ r ElemenE . Feach Len. {fL) * EIow Area (sq tl) + Area (sq Et) r FIos (cfe) r rop widrh (fL) . ^v9. ve1 . { fEls) r Hydr. DepLh (fE) . Cof,w. (cfB) r weEEed Per. (fts) * shear (lb/Eq rE) * sLream Power {lb/fE s) * Cum volume (acre-ft) l cum sA (acres) I .69 5.8 1.18 10 13.19 15.62 12 .57 35 .6 41.12 44 .59 48.61 5l .19 51 .9 84 -4 120. 07 111 .42 t41,27 154.1 161 _ 53 118.14 205.07 2ts.99 211 . 16 219.41 251 .25 260 277 .22 246 .3 302.75 303.95 772.19 134.9{ 116 . 14 344.)2 150 - 39 362.4 171. {5 411 . 54 47t.21 .84 5)22.49 3.81 5120-{9 1.46 6377.52 9.78 6315.49 a2 -56 5112 .96 75.29 6tt9.49 12.64 5107.5 16.11 6105.49 19.83 6303.15 43.r 6301.49 47 .96 6298.45 52.29 6295.49 51 .11 6297.41 B4 .77 6292.19 119.8 6293.09 135.07 6291.{l 141 .15 6294 .41 L51.46 6295 .49 151.1t 6297.4! 116.A7 6297 -4 19!.97 629A.49 2L3 -33 6298.12 225.51 5294.55 275.2! 6295 -49 252.A1 6291.94 259.41 6298.01 269.55 5290.2r 294.55 6299.71 295-55 6295.95 103.s7 5298.55 327.59 6291.12 l3{.66 629?.55 l35.Sl 629?.64 t43 .15 5297 . 3 350.37 5298.{8 361.51 5300.15 370.9{ 6299.95 qo5.62 5299.12 q29.54 6299.99 4t8.4 6100.49 453.71 5101.28 456 .55 6101. 0l 4?9 .95 6300 - 15 500 .55 6300.5 510 .72 5100 . 19 518.65 6299.8s 514.12 6299 .9 541.41 6299.S? 557 .76 5299.92 372.A4 5299.64 601.91 5299.{7 625.19 6299 -49 657 .02 6299 -49 718.41 6298.84 755.48 6298,19 773.85 6298.08 119.06 6290.O2 6)21 , O1 61r9.5 ManningrE n valuea 6La n val sEa n val EEa n Val SLa n Valf. 5. 8. 11. 14. 2) 3{ 18. 42, 45. 50. 54. 59. 111. 120. 1{5. 150. 155. 163. 1S9. 210 , 220 . B2 76 53 l4 .4 .4 21 25 26 q5 95 76 94 z4 l6 91 53 48 88 o1 6311,49 5l 15 .2S 6172 .49 6310.15 5107.49 6305.22 6302.49 61o0.68 6299 . 49 5298 .55 6291 .59 6291.51 6291.67 5291.49 5299.49 6300.24 6299.96 5299.71 6101.28 6100.49 5100-23 6300.49 5300-04 o . 07 55 .96 .04 141 .21 .05 Bank sLa: LefE RighE LengLhs: LefE cbannel 55.96 A41.21 219.5 226.15 CROSS 6EC?ION OUPm Profile fl100-Yr 154.52 RighE 2)5 Coeff ConEr .7 Expan 1?07.31 1?07,31 {?30.07 739.8{ 2.71 2 .11 12616.5 141.52 0.61 1.59 )5.21 24.72 6294 6295 5291. 5295. 6299 6297 6297 21 , 6102.32 r 0.95 * 5101 . l7 { 5300. 85 +0.00{216 .t22go.oo i s{3 .78r 4.91 i 8.85 r 1885?9 .6 + 229.11 . 6292.52 a 2.55 ' 1.11 r 0.05 r Left og r 0 .070 r 219.50 i 4l -41* 4f -41r 148.89 + 12.53. 3.{l + 3.44. 22A1.6 ' 14.38 r 0.80 . 2.14 ' 10.59 | 3-32 Chamel 0.040 225 .75 752 .23 752 .23 7401. 0{ 91. l1 9 .94 a.24 113?15.5 91 .63 2 .11 21.)6 )1.52 4 .66 RighE OB r 0 .059 r 215. 00 r 231 .2t 250 .51 255.08 26a.26 282 - 38 290 -1 303 ,46 305 .58 llt.28 115.38 l{1-?8 145.55 355.54 155. 81 390.6s 418 . 81 435.21 449 .8 455 _ 43 469.68 498.14 50s.21 515.32 522 .21 518.59 552 -54 570.4 592. 06 509 ,34 51,.88 704 .5S 752 .51 712.62 778.49 6294.04 6299 .87 6299.94 5299.72 6299.91 6300.41 5301.28 6301 .14 6300.1 6300.5 5300,25 5300 .02 6299.19 6299.97 6300 5299.66 6299.45 6299.45 5299.51 6298.94 6295.24 6295.09 6295.03 5297 6297 6298 6299 6299 6298 6294 6291 6291 8S 97 o4 05 L1 55 18 55 5l f4 EarDing: The velocily head has changed by more lhan 0.5 tE (0.15 fl). frls may indicaEe Ehe Deed for addiLional crosB secEions. narningi The energy loss wae greaEer lhan 1.0 fE (o.l m). between lhe currenE and previous croas This may indicaEe Ehe need Eor addiEional cross secEions. CROSS SEMION 6297 6299 6300 6299 6299 6l o0 6101 5701.22 5300 .08 6too .5 RIVER: Roaring Pork RmcH: Study Reach 5300 {{8.02 5301.06 INPU DeecripEion: Sta!ioil ElevaLlon DaEa stsa Elev SEa 433 Sla 95 .45r Elev 453.S 160.s6 490.82 505.17 512.19 520 .37 5t5 .55 549.31 559 .25 581.? 501 .15 625.29 658.91 731 .6 765 .88 114.72 119.51 6299.79 6299 .59 6t00.05 6299.85 6299.49 6299.45 6299.49 6299.37 6295 .64 6299.t9 6294.07 6299.01 6115. 63L2 5110 . 6308. 5107. 6101 . 6101. 5302 . 6101 . .51 6 .14 10 -61 16 19 .89 24.09 21.99 15-2 51 .2f 62.84 69.16 15.64 s1 .45 5720.49 5111.44 6115.75 57t2.75 6709.11 530A.22 6307.62 6306.92 6l0l.59 6302 .26 6300.97 6299.8 5299,42 1 .53 7 t2 .4 17 .08 21 .06 25.12 2S.53 17. 31 57 .25 64.99 69 .81 7?.18 42.o7 El ev 6)19 .97 6317, ll 631{ .56 6311 . {2 5109.15 63 07. 98 5107. {3 6106.21 5103 -58 6301.81 5100.85 6299.52 5295.11 5318. ? 5115.78 5l1l . l5 6110 .6 6 6108.42 6301 .96 5107.08 5301.94 6)OZ.9l 6301. {2 6100-12 6299.26 6291.23 sEa Elew 8ta Elew 6l00.ll 6300.04 6299 .92 6299 .81 6100.01 6299 .6A 6299.49 6299.45 6299.49 6294.91 6294 .49 6295.1 6294.07 o 6120.72 5.51 6711 5119 . 18 6116 . l6 4.05 10.59 1{.21 1A.27 22.48 26.27 30. 96 44.54 59.6I 66.85 12.76 18.73 84.5 6111 . ' 5310, 6308. 5307. 6307. 610{. 6102. 5101 15 61 91 o2 51 92 .5 .4 .l 2517J 178.72 6299.47 6299 .09 5l 00 5299 6297, .24 3 .69 6.79 9 .15 12.O4 14.16 t1 .31 35 .58 39 .59 42,91 45 ,77 51.41 55 .95 g4 .27 1t9.77 112.24 .l IIIIIIIIIIIIIIIIIII 85 - 43 6297 91.95 6294.95 99.69 6291 .52 106 . 18 6291 . ?7 160.54 5297.O2 7AO.45 6291.41 195.tl 6292 .24 200.63 6292 .59 209.45 6295.49 213 -51 6296.45 234.A1 6296.29 254.71 6291.05 2O2.22 6291 .)A 290.66 6291 .73 10s-55 6297.56 117.15 6291.54 136 . 08 6297 .08 344 -49 6297 .10 152.63 6297.27 3f4 -14 5291 .91 352.57 6294 . 19 92.15 98.S8 105 .16 145 .39 119 .92 193 .32 200.45 209 .21 213 .01 225 .06 245.45 215.10 288.79 104 . s9 )L7 .27 134 .66 340.31 349.55 3?1.86 379. 18 395 .5 401.76 412.64 447.74 442.85 452 .26 {61.54q11.41 418 -94 488.6{ 521.51 547 .81 555.46 514.94 594.38 598 .16 524.41 651.12 664 ,44 610 .96 5S0 .95 699.52 703 .73 12r .32 710.09 145.O1 ?59.l8 192 ,4 811 _ 99 o29.4 861.81 911.62 959 .32 995.45 1005 .92 totz .62 1047.25 1051 .52 1062 -2 1074.18 1079 .9f 1088.46 1100.91 1110 . 19 1140.55 tt62.48 1221.59 1215.92 1109.26 1321.61 7121 -16 680.0? 5298.14 690.11 5298.21 ?01.49 6298.18 111 .25 5Z9g.E4 127 _99 6299.06 1E4.)9 6299 .17 760.25 5298.89 101 .46 6298.1) 800.59 6298.{9 923.t5 5299.54 055 - 74 5100 - 74 901.87 5100.11 918.02 6299 .81 992-1A 5299.15 1004 . 8t 6299 .5{ 1012.18 6299.61 1046 -S 6299 .27 1050.57 5298-7 1059 .25 6298 - 19 1069.51 6299 - 39 10r7.85 6299.18 108{ . s7 6100.42 1099.l6 6101.44 1105.23 6101 .57 11]S.{7 5101.94 1157.1? 6101.55 1218-7 6304.59 1232-68 510{.6 1302.05 6104.7{ 1120.91 6104.97 1326 .96 6105 .01 6295 .19 6294 .51 6292.54 629!.21 6291.15 6291.67 5292.4q 6294.7e 6296.18 6296 -43 6296.39 6291 .L5 5297 .43 6291 .15 5291 -62 6291 .71 5291.07 6297,26 6297.54 6298. 13 6298.01 6291.54 6291.45 6296 .As 6296.S8 6296.51 6296.96 629S.14 6298.01 5295.72 6298.55 5298.41 5298.65 6298.8S 5299.35 6299 .42 6294.52 6298.67 6298.51 5298.10 6298 .3 6294.42 629g.qB 6295.22 6299.04 6299.15 5298.9 6299.13 5298.51 6299.5 5100, ?6 6300.99 6299 .94 6299.92 6299.65 6299.6 6299.21 6295.14 6295.29 6298.31 8? .61 5296 .49 8S.79 95-43 6294.59 95.52 LOO.39 6291.24 102 .22 10?.96 6291.75 1{5.19 all-6s 629!.72 179.1 1S0 .58 5291 .47 189 . 11 198 ,92 5292.34 199.86 2o4.42 6294 206 .55 209,71 529s.92 217.45 21a.78 6295.4 220.44 21A.5 6296.34 240.)9 255.9L 6291 .!q 251 .9L 253.44 6297 -4 295.07 294.O4 5291 -24 297 .07 310.88 529?.54 112.93 ala.9 6297 -5 723 .96 336.2 6291 -O9 116 .69 344.6t 6291 -27 345.71 757 .64 6291 .41 162.49 375 .64 629A.O9 317 .71 184 . S3 5298 . 16 387 .7S 401 6291 .54 407.21 4O4.06 6297 .48 4O5.25 419.12 6296 .85 479 -57 442.19 6295.AS 442 .21 446,69 6296.4 450.5 454.87 5296.9 455.14 461.65 6297.58 469.47 475.A5 6295-14 415.\2 485 .12 6295.13 481 -59 493.92 6298.66 505.54 512.56 629S.{6 538.31 551.06 6295.52 557 .54 570.58 529A -A4 572.79 589 . 11 5299 .3? 589 . l5 595 6299.46 596 .59 605 . l3 5298 .79 614 . 91 642.09 6295.55 645.21 660.53 529A.52 660.16 661.67 529A.29 56?-57 613 .95 629A -28 677 .56 683.56 629S.{8 6S5.05 700.37 6298.59 ?01.9 109 -12 6298.06 1L1 .11 127 -17 6299.84 721 .62 138 .15 6299 -22 741.16 ?50 - 78 5299 ?58 .91 175-2 629A.9 191.19 194 .44 6299 -6 199.25 814 . 95 6298. 99 820 .4 s19.6 6100.75 846.87 8?8.01 6100.53 887.01 920.46 5299.85 9l{.65 919 -5 6299.92 978.51 997 .4t 6299.1L LOOA.f4 100?.51 6299.63 1011.89 1035.57 6299.15 1046.23 1049-02 6299.21 1050.48 1055.09 6298-14 1055.4 1067 .72 6299.29 1069.4 LO16 .5r 629A.57 aO11 .!6 1082 . l7 6300. 01 108{ . 0l 1095 . 5 6301 .32 1098 .64 110{.57 6301.54 1104.86 112S .27 5102 .0t 1137 . l6 11{5 . 87 6302 . I 1153 .4? 1195.98 6303.8 1201.49 L226 -69 6304.51 \2J2 .09 1289.11 6304.58 1101.12 1313.22 5104.9 1311.82 1322.0s 5304-9S 1322.14 Bl1-13 5100.64 871.02 6100.59 9t6.51 6299 .47 975 -21 6299 .94 996.96 6299 .7L 1007.04 5299.63 1011.2 6299.59 1041 .51 6299.26 1051 . 99 6298 .3{ 1055 . Sl 5298 .18 LO14 .61 6294.74 1080.31 6299.62 1093 -46 5lO1 .17 1101.11 5301 .59 1111. 85 6102 .1l 1141.5{ 5102-07 11?7.4S 6303.1 1221 -O9 6104.49 1271 6304.59 1110, o5 6304 ,87 1121, A7 6104.98 90.71 97 .15 103 .97 145. l4 179.72 79L.24 200.36 20s.41 2L2.84 221.15 243 -A 274 .15 417 .52 487.98 513.32 540.3 561 .31 514 .7 59{ .16 597 .22 621 .07 551 .5 663.1 670.56 6295.12 6294.L5 6292 -05 6291.27 6291 .45 6291.72 6292 .5 6295 .44 6295.54 5296 .29 6295.52 6291.2q 1129.06 L143.72 1754 .52 52 6105.07 09 530{.91 12 5305.11 6295.3S 5293 .72 629t.19 6291.2J 6291 -45 6291.16 6292 .52 6295.8{ 6296 .54 6296 .32 6299.19 6298 .95 6295 .15 6294.54 6294.53 6295.65 6295,9' 6299.41 6299.27 6294.54 6295.51 510 5 5304 63 05 .o2 1732.45 5105.05 1333 . 58 1346 .55 6304 .85 1347 .56 1159.52 6305.74 1161 1133.54 6305.07 1139.52 6305.13 1147.32 5304 . 93 134? .85 6104 . 99 Uanning's n valueB Sta n val SLa n val sEa n val sEa n va1 sEa n va1 01 LO?.22 04 200.{5 055 209,17 01 L76\.12 07 Expan. .lBank sLa: Left RighE toz .22 200 .45 LengLhs: LefE Chamel 2L5.5 225.15 RighL 215 Coeff con!r .15296.54 6291.25 5297 .J1 5297.43 6291.5C 6291 .08 6291 .O9 6291 .26 6291 .82 629S .16 5291 .64 5297 .52 5295.95 6296 .84 6296.91 5296 .61 6291 .51 * 6101.16r 1,49* 6299.67. 6299.57,0.005580 *12280.00 r 023 .81 . 5.22i 8.6s *L64192.5 * 228.05a 6291.02+ 2.49. t.21 r 0.00 CRosS sEgIoN OEPm Profile i|100-Yr Lef! OB 0.059 218 . 50 90 .03 90 .01 3S1.59 25.46 4 .24 3.48 5109 .5 26.59 1. r7 4.94 10.26 L22 chanflel 0.040 225.15 80{.89 804.89 9058.51 98 .21 Ll .21 s .19 21{01-8 9S .38 2. 85 12 ,11 29 .47 t .16 Righr oB 0.058 215 .00 10s0 .5? 1080. s7 2929.10 699.74 2 .62 1.5{ 37881.l ?01.lf 0.54 1 .41 27.15 20.94 400.12 401 .85 {18.17 41\.1 443.25 453.16 451.56 414.L2 482 .61 492.L2 52A.59 549.52 568.16 551 .O1 594 .5 603.19 640.l5 654 .72 565. 54 673.58 682.46 599. s9 10s.71 121.51 738.18 141 .52 172.2J 193 .29 814 .82 5291 .55 6291.52 6295.46 6296 .85 6296.93 6296.51 6291.58 6298 .46 6295.15 5295.19 6298.q9 5298.57 6298.8 6299.12 6299.46 6298.85 5294.51 6298.6 6298 . l4 6299.24 5298.45 6298 .57 5298 .05 6294.7) 6299.79 6299 .06 6298.85 6298 -62 6298 .98 2A5.f7 6291 .47 299.99 6291 .25 775.O1 6297 .55 337.L1 5291 .l 317.26 6297.05 347.L5 6297.25 167 -5 6291.65 178-69 6298.16 391.09 6291.57 40L.76 6291.51 414 -16 6297 .21 441.1 6295.84 4q2 -71 5296 .9 q32.O4 6296.1 458.t\ 6291 .2f 472.32 6298.55 r E.G. EIew (fL) r vel Head {fE)* n.S. Elev {fE). crlL l.A. {fL) r E.G. slope (fElfL) r Q ToEaI (crs) + Top flidEh (fE) r ve1 Toral (fLls) r Max Chl Dptb {fL} r conw. ToEal (cfs) r LengLh NEd. (fE) * Min ch E1 (fE) + Alpha+ Frcr. b56 (fL) * c & E bEB (fL) Elemen! w!. n-val Reach Len. (fLl Elow Area (Eq fL) Area (sq fL) Flow (cfs) Top wtdEh (fE) avg. veL. (fEls) Hydr. DePEb (fEl Conw. (cfB) weLLed Per. {ft) shear (lb/sq fE) srream Power (Iblft s) Cum vo1trme (acre-fr) Cum 8A (acres)6298.85 6295 .14 629A .51 6298 -42 5298.54 6295.92 6299.41 6299.ts 5298 .5t 629A.64 6294.4 6295.lq warning: fre enerry equaEioD could not be balanced eiEhin the Bpecified number of iEeratlons. The program uied crittcar depEh for Ehe waEer Eurface and contiEued on wiEh Ehe calculaEionE warning: Diwided flow cmpuLed for EhiE cross secLion. warnlnt, fte energy loss ra. greaEer Ehao 1.0 fE lo.3 m). berween Lhe currenL and previouE crosa fl)is may indicale Ehe need for addilional croEB secElone' warning: During ile ecanaaro srep iueraEionE, ,heo Lhe asdumed warer surface was Ber equal to cri Eical deprh, rhe calculaEed saEer Eurface came back belos crltical depth. Thle indicates Ehat Ehere iB noE a walid subcriUical answer. The program delau1Eed Lo critical depth' 5298.4 6298.t5 5298. l8 529S. 55 5298 .37 6299.1 6299 .O7 6299 .08 5298. 87 6295.64 6298 .12 5100 .62 6300 .7 6299.88 5299.89 6299 .11 6299.64 6299 .6 6299.27 629A .49 6298.11 529A.72 5299.34 6101.04 6301 .51 6301 .99 6302 . Ol 6301.1S 6104 .69 630t .6 5304 . S5 6304 .98 6305 .01 CROSS SEGION RIVER: Roaring Fork RilCH: Sludy Reach RS : 95.3' lNPM DescripEion: staLion Elevation DaEa num= Sla EIev SEa Elev 433 SEA EIev Elev sEa EIev 0 s.09 15. {2 22 .26 21 .11 6317 - 45 6314 . r7 5110.63 5306.9s 530{. lB 630{.{3 6104.71 5101 . 21 6295.69 5318 .386lt{ .95 6312.04 6tos .3l 6291 .91 6291 .12 6291 .Og 6295.85 6291.89 6292.54 5290.6 6259 .61 9.?9 5114.31 15.44 5312.03 21.24 6307.5 28.89 6305.0{ 35 6303.95 40.65 5104.?g 51 .14 5104 .55 s3 . 13 6298.69 9t-21 5298.O2 100.45 5297.44 709.51 6291.15 118 . l1 6295 .15 121 -25 6294.11 !)8.62 6292.55 145 . 8l 629I.4{ 156 .17 6290.06 74 6318.09 2.21 10.16 18. 02 24 .81 t0 .59 71.91 41.44 54.22 83 .17 91.41 101 .44 112.1 119 . 21 t2a.98 138.74 148.48 206.11 4.{8 1l .55 79.79 25.95 11.95 30.05 47.L2 62 .09 85.5 95. S5 10s .05 114.01 t22.6 131. B{ 141 . 1l 150 .82 205.11 6115 . 5 5712.87 5309.61 5106,15 6303. S5 5304 . l5 5304 .55 6299.99 6298.l4 6297 .71 6291 .1 6291.04 6291.7 6291.52 6292.f 6290 .26 6259 .61 89 6315.9 l9 6312.06 64 6109.21 5l 5106 .0{ 5s 6303 .58 .1 6304.{5 98 6)04.72 69 6299.93 58 6298 . l{ 11 6297 .53 5S 6291.25 16 6291.O1 14 6294 -69 86 629!.26 62 6291.91 43 6290.09 11 6289.51 6305 6301 13 16 7t 55 33 {8 16 99 51 93 78 6304 6298 6295 6297 6297 5296 6294 6292 6291 5299.O5 5100.33 5101 . 41 6101.65 5301 .95 5101. B1 Slol -96 6304 - 5 6lo{ .73 6104 .91 6304.98 zt 15 14 19 64 115.63 t24 .t 135 ,45 1{4 . ?8 153 .79 6290 . 08 TIIIITIIIIIIIIIIIII 265 .02 216 .04 300 - 14 122 .63 355 .05 368 188.59 19s.39 {19.53 429 .gl 445,14 461.11 478.95 498. ?l 502 .47 545.31 549.05 554 .56 564 .55 572.85 590.24 602 .15 5r2 .25 659.5 582 .11 ?06 .08 12A.61 715.81 148.44 ?91 . l5 815.9 s24 .52 832 .1 844 .04 854 .58 876 891 .1? 9!O .19 926.!9 959 .59 979 ,55 1004 .61 1014 .73 1081.67 11ll .55 a204.48 L221.59 12f9.96 L214 .22 t290.61 1299.0S 1311 .51 1124.38 1111 .4 2 134S.S1 1l5S .55 1l87.s1 1{10.25 t470.21 L507 .19 1584 .0? 1511 .54 62S9 .51 6299 .Ba 6290 . l0 5290.64 6294.99 6295.56 6295 .29 6295 .12 6295 .\ 6295.92 5296 -45 6295 -6 6296 -29 5296.4 5295.5 6291 .04 5291 .\3 6296 .51 6296.5 6296 .17 5296 .14 6296.L9 5296 .17 6296.65 6296 .91 6297.46 6291 .62 6291.25 5291 .29 6291 -15 6291 .51 5291 .65 6297 .22 6296.91 6296.7 5295 .42 6295.52 6291 .OB 6291.25 6296.24 5291 .42 6298.61 6299.41 629S.Zt 6297.11 6294.41 610t.19 5301.85 6100.71 6301 .l6 5101 -21 5301. r9 5101 . 17 6300.99 6100.l9 5100.4? 6301.1 6301 .75 5302 .61 6103 .0l 6103 .58 5103 6104 .I 6105-45 226.69 ?40.13 252.05 253.57 254.64 270.04 295.59 319.95 l5l .57 351 .87 185 .7{ 396 .5 419 .39 429 .51 439.51 {55. S9 41 6 .25 497 .59 499.70 s44.14 548.46 550. t5 561.2 572.74 58S .08 598.53 610.08 655 .01 6S0 .22 701 126. tt 115.79 7{5. B1 79t .24 g0s .8 s22.13 831.84 842 .1 863.62 874.85 890. ?9 910. ?9 922 -2L 952.4 97S. 13 1004.45 1024.3S 1073.11 1129 -17 1200.49 t221 .O4 1219 . l5 1246.59 1288. 89 1296.73 1311 . 2 1121.96 1328.91 1344.97 13s5 .76 1369.9r 1401.86 t141.65 1s03 .39 156{ . l8 1609.68 152{ .11 1611.57 1650. 81 1654.01 235.54 6259.72 240.22 6259 .53 252.6 6290.47 25A.49 6292.5 239.61 62g9 ,42 245.98 6259.97 251.24 5290.49 261.08 6291.54 6289.92 6290 6290.54 5294.46 219.64 241.42 257 .51 263.36 265.19 279 .19 306 .51 34i .44 357.42 315 .26 194.93 {15.81 420.82 412.92 457.19 41L.45 486.5 499.11 515 .54 541.13 519.12 561.1 568.51 585. S8 592 .2) 605.02 515.99 568.95 597 .08 ?11 174.19 1 )S .52 17 4 .96 804 .85 s19.04 828.15 839.78 s52 .11 858.4 885.24 898.32 918.37 931.71 91 L .02 987 .06 1014 .63 1054.45 1110 . 84 1155 - 02 1227.56 1215 .66 tz45 -61 1241 .95 7292 .55 llol .17 1315.S5 1325.9 1ll4 .11 1752 .19 1359. l5 1399. 98 6289.42 5290.04 5290.54 6294.9 6295.6 6295.45 6295. 35 5295.91 6296 6296.2 6296 .5 5295 -29 5296 .32 6296.47 5296 .93 6297 ,17 6296.59 6296 .5 5296.18 6296.L2 5296 -11 6296.O3 5296 -6s 6297 . Ll 6291 .56 6297 .54 6297.76 6291 .25 5291.29 6291 .75 6297 -55 6297,51 6296.93 6296 .12 6296.46 5296.J 5296 -95 6291 -2 6296 .41 6291 .76 6298.24 6298.5\ 5299 .25 5297 -8 6291.94 6101-75 6301.96 6100 .75 6301.14 6101 .21 5101.19 5101 .1S 6301 5300.48 6300.17 5101.07 6101 .58 6102.59 6102 .95 6301.a8 5302 - 93 6704.79 6106 .86 5106 .57 6106.41 6306 .55 6305 .75 6306.92 5105 .58 239.78 215.92 253 .64 264.36 268.98 2S) .7 I 108.54 145,21 161 .59 301.26 395. l9 411 ,65 424 .59 E35.86 463 .11 472 .05 492 499 .65 517 .39 s48.02 549 .05 561 . l5 512 .7 L 587 .24 591 .98 505, g2 646.02 678.2t 699.71 7at.29 715.05 7)9.61 116.29 so7 .57 420.51 828.64 840. S{ a62.12 868 .68 890.19 900.9 920 .75 940 .92 977 .05 10 01 to22 .27 1051 .87 1122 .75 1181 . 04 1226.4L t231 .99 12{6 .18 12SS .5 1291.72 1f05 .77 132l.Al 1321.21 1338. S7 1154.07 L)65.42 7402 .55 L429.)2 1501 _ 9l Haoning's n values sEa n va1 sLa n vaf SLa n val SEa n val SLa n va1 07 14s, {8 o4 253.64 06 265.02 .07 1672 .81 6295 .01 6295.5 5295.29 6295 .B 6296.12 6295 -75 6295.55 6296.51 6296.29 6296.41 6296.62 6291 .12 6297 .OA 5296 .5 6296.41 5295.13 6296.L5 6296.11 6296.2 5295.61 6291 .33 6291 .48 6297 .31 6291 .2 6297 .14 6291.35 6291.61 6291 .54 6296 _15 6297.04 5291.09 6296.45 5299.16 6295.6 6294.1 6297.99 6291.54 5299 .s 6)02 6702 .79 5300.8{ 6101.35 5101 - 2 5101. r8 5l 01 5100.65 6300.35 5100.71 6301.18 5102.18 6302.85 6l0l .1 5102 .84 6306.2 6705.14 6105 .6 6106.32 6t06.55 6305.67 6306.8{ 6106.{4 6108 .05 6291 .t7 6296.51 6295 .55 5296.4 6296 .54 6291 .t5 6297 .29 6296.26 6291.58 6298.58 5298.{ 6298.12 6297.12 6295.49 5702 5101 .7 8 5300.79 6101 . 15 5301.2l 6101 . 19 5101 . 05 6r00.9s 6100.l9 6300.6 6101.24 6101.9a 6302.16 5101.09 6301 .19 5l0l . 3l 6305. s2 5307.08 5106 .12 6105 .54 267.51 219.05 302.{5 123. 86 l5? .05 111.72 391 .1 404.58 420.71 430.71 451.66 469.17 452 ,56 499.01 501.91 s{s.85 5!9.15 559.2\ s6s.13 552.4 591.01 504 .55 626.45 565 .55 590. 02 104. l7 125,9t 117.15 750 .14 BO0 .91 915 . 17 821.2q 831 .01 845-S6 865 .45 882.1S 897.89 915.17 916.11 9?0 .91 985.12 1011.25 1043.61 1092 .6? 1150. 9 1204 .56 1236 .06 7245.28 a2s7 .26 7292,44 1298.{5 1315 . 57 1125 .05 1331.45 1351 .31 1358.91 1198. 6l 1418 . l2 !41 6 .99 1514 .39 1598 .75 1614.28 L6Z4.44 t618.3{ 155a .94 t612.gL 6295.5 6295.43 5295 - 31 6295 .97 6296 .75 5295.52 6295.6\ 6296 .) 6296.29 6296 .45 6296 .B! 6297 -11 6296.14 6295.44 6295.52 6295.29 6295.41 5296.16 6295 .6 5296.65 6295.45 6296 -28 6296 .15 6296 -72 6297.15 5296.91 6296.5 6296.45 84 6105.63 ol 6106.? 12 6106 .59 89 5105 . l4 94 5l05 .55 34 5306.14 38 6105.8s 22 6106.44 Eank SLa: LefE RighL 1{8.{8 253.64 LengLhB: LefL channel 2AS-5 226.75 RlghL 215 coeff Conlr .1 CROSS SECTION OUPE Profile $100-yr kpan .l r E.c. Elev {fE)I vel Head (fE) * H. s. EIev ( fE) + crits w.s, (fE) . E.c. slope (fElfrl * e Torat lcfs)r Top widLh (fE) r vel Toral (fEls) . rax chl DpLh (ft) r conv. ToLal {cfs)* LengLh 'Ed. (fE) . Min cb E] lft)r Alphar Prctn Loss lfl) *c&ELoss(fE) * 6299.50. 1.51I 6297 .97 * 6297.97 r0.005516 r122S0.00 * 834 .02 . 6.44* 8.45 *165341.1 . 221,16r 6289.51r 2.lB a 1-29 r 0.01 ElemenE nE. n-va1 . Reach Len. (fE) Flov Arca (aq fL) Area (sq ftl Elow (cfs) Top HidEh lfL) Avg. veL (fElE) Hydr. Depth (tl) Conv. (cfs) wetLed Per. (fE) sbear (1b/6q fL) stream Poser (1b/ft El Cum volume (acre-fE) Cun SA (acres) LeE! OB 0.070 219.50 157 .90 157.90 559.3s Channel 0.040 226 .15 855.61 s55.61 9545 - 36 105 .16 11.16 8.14 129521.3 105. 2l z.go r RighL oB * r 0.05s r. 2t5.00 * * 893-01 r r s91 .01 . r 2o15.7O t+ 572.35 '+ 2.32 r. 1.33 * | 21942.4 *. 671 ,12 | * 0,45 rr 1.06 a * 22.43 * t 17.L4 a 6296 .11 5296.16 6295.94 6296.24 6297.19 6291.44 6291.51 6291 .)9 6291 .tl 6291 .4 6297.)5 6297.6\ 6291,67 5296.96 6296.85 6296 .54 5295.32 5296.5 6295.35 6296.12 6295.17 6295 .0s 6296.42 5297 .71 5291.49 6291.52 6291.31 6291.\J 6291.28 5291 .35 c291 .65 6291 .51 6296.91 6295.14 6296.41 6296.29 5296 .88 6296 .72 6296.99 6296.92 6295.27 6299.54 5299.29 6297 .98 6291.49 6100,19 5302 6101 .55 6300.85 6301.25 6101 . 2 5301.18 6101 6100 .52 6300 .29 6100.12 5101.48 6102.21 5102 . s8 5l03 .11 6302.79 55.50 { _18 2.79 ss11.7 51 .24 0.95 3.96 9.54 1 .02 42.87 5290.74 49.97 6300.95 58 . 99 5102 . l5 B{ .85 5291.91 1r3.69 5291.16 r21 .71 6293.53 t7s.51 6294.25 45 32 59 94 11 ,8 19 5100. 6299. 6301. 6302 . 6297 6291. 20 .25 30.48 17 ,9 45 .9 s3,31 61 .01 109.03 119. ?1 111.75 144 .11 71.24 25 -75 narning: warnif,g: Harning: freenergyequaEioncouldnoEbebalanced{ithinLheEpecifiednumberofiEerallooB'The program;;ed crirical depEb for the waEer surlace and continued on wirh Ehe catcutarions. Diwided flow compuEed for Lhis croes-seclion. Tbe energy loss was greaeer Lhan 1.0 fE (0.3 m). beEween Ehe currenL and prewioug closs This nay indicaEe Ehe need for addiEional croEB eecEions. During ahe sEandard sLep iLeraEionE, shen the assumed waEer surface saa seE equal Eo depLh,thecalculaEedwaEersurfacecamebackbeloscriEicaldepth'ThiBlndicatseElhaE noL a walid subcriLical ansuer. The program deEaulEed Lo criLical depLh' flarning: critical CROSS SEMION RMR: Roa.ing Fork RBCH: SLUdY Reach RS:95.15' INPU DeBcriplion: SLaEion ElevaLion DaEa SLa Elev Sta Elev 432 Elew SLa Elev 5313 .81 6309.19 6305.5 6101.78 5299.04 6300 .92 6302 .08 6295.44 SEa 1.73 20. 18 21 .07 l4 .8 Elev 6311.11 6308.3{ 510s.07 6301. {2 0 10.61 20.22 29.2 35.55 44 .05 53.21 50 .6 88.08 113.76 110.1 141 .79 151 .91 152 .7 6 178.9S 189. 89 201,{ 292 -53 299 .s6 105.2s 312.55 6t15 .04 6)12 630S . l2 5304 .07 6101 .0? 6299 .t2 5101. 9 6102 . 15 529) .11 6291 -16 629).Bl 5294 -5 629'.9 6292 .02 5290 ,92 6290 .04 528S,38 6285 6288.19 6288.51 6291 .01 6108.l 6314-9{ 5111 . 01 5105 .7 5102 .4 I 6299.5 5100.8s 6f01 ,98 6100 .2 6293.19 6293.81 5293.95 6294.65 5291 .52 6291.55 6290.71 6288 .55 62gS.11 5288.18 6288.29 528O.51 5291.45 .97 6315.68 12 .84 5311 . 19 2.92 13.11 2l .61 12 -54 40 ,12 49.76 5{ .16 71 .11 109.09 !2f.92 113.0{ 147 .0f 156 . 15 169.15 181 .97 19{.7a 267.01 299.55 103.59 106.79 l1B . l1 5. 88 \1 .19 25 .96 3{ .03 41.9 49 .9 56 .55 E1-43 113 .5 9 125 .7f 117.71 149.s3 160.S L72 -92 185.1 191 .69 261 .24 299.67 304.32 t05.82 119 .5 6306,26 6106.{9 5106 .57 6306 .75 6105 .78 5t07. E8 1624 . ll 6306 .67 1537.0t 6106.82 1654 .28 6106. ll 1570.1f 5108 1422. 1498. 1515. 1599. L622. 1610. 1538. 1555. 1519 - 0S r50s .7 1523 . I 1511 . 11 1645.68 1655 - 86 155 .1? 166 .9 191 . 81 191.26 204 .39 291 .44 102 .85 106.61 315.52 6297.92 6294 .51 6297 .s9 6291-14 5290.71 6259 .65 6255.11 6288. 1l 6289.21 52A0 ,55 5292.31 1{9.99 150.98 11 5 .51 198 .37 199 .59 261 .76 299.42 lo6 307.1 319.82 6293 6293 6294 6294 6292 5291 6290 62SS 6 2A8 6288 62AS 62AS 6291 16 a2 2l 7E 15 33 45 4B 11 18 l1 51 97 6294.s 6292.14 6291. 15 6290 .t1 6288 .39 52AS.Ll 5288.19 6285.49 62AS.69 6294.4 ITI'IIIIIIIIII-IIII 6295.61 6295.11 6294.67 6297.25 6298. 04 6297 .7t 6291.24 5296.51 6299.5 6f0l .25 6104 .6 6101 _ 85 6302.78 6102.15 6)02 .16 6102 .13 6102 . s5 5702.42 6l0l - 04 6t03.71 6104 .02 6104.29 6104 .55 6303 .12 5308.6 6307 .5Z 6308.6 6107 _ 91 5108.18 6308. t5 5308.62 6307.95 6f10. ll 123 .29 33s .69 164.5 389.8 429 _02 446.)6 459.26 485.19 503 .57 516.1 540 ,8l 562.24 517 .15 595.78 602.58 552 .15 6s6 .04 651 .91 674 .92 695.11 705.51 72L.5 147 .42 794.18 o22 .54 B{1.96 868.47 414.92 905.77 951 .55 97L .59 984 .55 995.29 1005 .65 1031 1049 .59 1058 .15 1088 .57 3ZO.2A 6294 .15 )33-29 6294.6 35L.77 6294 .2) 388.16 6294.{5 426.61 6294 .85 441.91 6294.27 466 .29 6295.65 471 .SB 6295.67 502.56 6295.5 s15.01 5295.63 513.81 6295 . S2 s59 . g2 6296 .Ls 573.1 6295.99 595.45 5295.47 600.s1 5295.46 651.5 6295.41 655.91 6295.41 652-41 6295,42 514.2E 6295.49 554 .04 629s.75 104.59 6295.92 1L9.11 6296,24 730 . 64 5296 .0S 785.44 6295.97 813.16 6296.0s 841.49 6295.86 868. 11 5295.84 s16.62 6295.81 891.54 6295 -54 944 .62 6295.19 91\.26 6294 .54 991.56 6294.5 990,64 6294 .19 too{ . 52 5295 . S3 1028.19 5296 1042.29 6294.4s 1062-58 6296.51 1081 .39 6298 .14 1101.59 6297.I 114L.\9 6291.q4 115{ .55 5295 .8q r\94.26 6291 .99 t229 . S7 670) .25 1285.14 5lOt.04 1146-64 6101.71 t4)0.47 5302.18 1151 .11 5102 _16 \412.19 6102.7s 1512.88 6102.71 L512.11 6102 .72 1541.08 6302.{4 1559.1t 6)02.92 1572.15 6707.52 1580.47 6301 .95 160t.02 6304.2 1512 . 53 6304 . s4 1645.75 6304 .34 L613.62 5304.37 7144 -55 6307.24 17SS .9 6309 .34 1B?9 . 0{ 530? .65 1911 . 85 5308.17 !926.52 6108.35 1941.51 6308.s9 6294.59 6294.61 6294.2 6294.46 5294 .88 529q .05 6295.58 5295.59 5295.5 6295.65 6295.9\ 6296.17 6295.81 6295.47 i E.G. EIew {fl) * ve1 Head (fL) I H.s. Elew {fE)i criE n.s. (fE) I E.c, slope (fllfr) r Q ToEal (cfs) . Top Width (tE) . vel Tolal (fLl€) * Max chl DpLh (fL) r Conv. ToEaI (cfs) * LengEh trLd. (fE) r uin ch El ltl) r Alpha " Frcln bEE ( f E) I C & E hss (f!l . 6297.5) r 1.58 r 6296.05 * 6296 .0s .0.005828 *12280-00 ' 869 .91. 6.94 . 8.05 *16085{.0 | 225 -95+ 5288,00. z.Lz i 1.7S. o.o7 + ElemenE * f,E. n-vaI. i Reach Len- lfE)+ Flow Alea {sq fE) ' Area {Bq fE) * Flow (cf8) . Top tidEb ltL)r Avg. vel. (ftls) * Hydr. DepEh (fE) + Conv. (cfE) + tseEEed Per. (ft) * 6hear (]b/eq tr) r sEream PoHer (1bltE e) . Cum volume (acre-fE, . Cum SA (acreE) 124.7t 331 359.42 414.12 429.45 450. 55 47J.19 498.48 504 .39 518.68 548.07 564.2f 542.12 595.97 616.32 654 .35 6s5-71 6?0.15 615 .92 699.44 706.95 122.06 6294.65 6294.51 6294.!5 6294.69 529{.85 5294 .39 6295.55 6295.5 6295.5 6295.66 6295.91 5295.19 6295 .1 6295 -47 6295.44 6295.41 6295.q4 6295.41 6295.62 5295.a2 6296.11 6296.71 725 .2 156 .52 185 .18 424.91 437.09 462.9! 415 .65 502 .69 514 .84 526 .59 55? .65 s69.92 595.47 591 .59 550 -42 6s5 .23 557.46 612 .64 681 .91 702.04 71{ .39 72A.OA ?81.14 810,93 837 .85 865 .15 875. E9 888.44 942,12 6294 .61 6294.1 6294 .19 6294.83 6294.5 5295.41 6295.55 6295 .5 6295 .61 5295.12 6296 .1 6296.O7 6295.47 5295 -41 5295.{1 5295 .42 6295.45 5295 .46 6295,15 6295.49 6296.L4 6296.46 6296 .02 6296 .01 6295.91 6295.81 6295.84 6295.54 6295.25 LefE OB 0.070 218.50 345.71 145.71 1321 .80 114 _ 55 3.82 7.02 17115.1 115.78 1.09 4 .15 6.l8 2 .59 Channel 0 .040 226.15 878.04 8?0.04 9e20.12 112.08 Righl OB 0 .059 235.00 545.74 5a5.14 1117.40 647 -25 2.08 0.85 14999 .7 6{5.00 0.31 0.54 18 .55 1l .59 124 .96 6294.65 342.35 6294.57 Bank Sla: Lef! RlghE 194 -74 706 .52 LengEhs: LefL Chaonel 27s.5 226.75 RIghr 235 cRoEs SEOION OffiPm ProIiIe fl100'yr coetE Contr .1 Expan, 6295., 5295 ., 6295. 6295. 5295. 6296. 6295. 6296, 6296. 6295 6296. 6295. 5295. 5295. 5295 629s. 5294. 6294. 6295. .t2 17t.82 6294.17 4L5.OJ 6294 .1 434-4 5294.61 457 .64 6294.91 415.52 6295.65 500.64 6295.5 508.82 6295.54 522 -t5 5295.69 554.16 6295.05 564 91 5296.77 58S.5 6295 .49 591 .55 5295.47 642 .t4 6295.41 654.11 6295.41 555.88 5295.44 610.47 6295.4 6Af.g1 6295.1q 101.o5 5295.13 109.O1 6296.t7 962.A1 5294.g 91A -61 6294 .51 990.1 6294 .76 tooz.91 6295.77 toz? .66 5295.91 lo40.92 6294.42 1059.76 6295.42 1081.19 5298.06 1096 -59 6297 .89 Lt32.57 6297 .56 1162.9S 6296.91 1194.0S 6297.95 12L1 .54 6302.94 1215.24 6303.12 1r41 .45 5101.58 1425.74 6302 .14 t4s1.t2 5702.16 1{71 .68 6102 . ?5 L4SO.57 5fO2.15 1530.22 6102.71 1539.48 6102.{l 1555.58 6302.77 1569.29 5103.45 1577.5 6301.88 1596.{9 6104.05 1610.{2 5104.48 t625.95 6705.24 1656 .07 6l0l .92 1717.S1 6106.1 178t.7 6308.43 L955.11 6307 .93 1909.29 5t08,11 1925 . 35 6108 .35 1915.29 630S.{9 11.18 7.83 8640. I 112 . 11 2.85 31.87 20 .57 3.07 L55 6296.14 191.52 5295.93 a5 5295.91 7 6295 415.4t 62 9.51 62 922.55 62 721.01 170 .5t 808.55 831 .95 847 .65 a15 .12 881 .18 924,46 96\.42 916.9 946 .12 1000 .74 1026 .12 1013.64 1059 .05 LO7t.72 1094 .7 7128 .46 1161 . 7 1190 1215.1l t261.94 1331 .87 t40z.11 1456.38 6296.13 6296.15 6295.94 6295.91 5295.18 629s.84 6295 _15 6295.72 6294.41 6294.5) 6294.45 6295.51 6295. 85 6295.15 5295.02 6291.5 6297.9f 6291 .52 6295.96 5291.17 5102.87 610!.23 5301 .51 5302 . l9 5)02.15 warniDg:Tbe energy equaLlon could noE be balanced wiLhin Lhe specified nufter of itseralionE. The program used c!iLical dePEh for Ehe raLer surface and cooEtnued on {itsh Ehe calculation8 Diwlded floe compuLed for lhiB crosa-eecEion. fre welociLy head has changed by more Eban 0.5 tL (O-15 m). nris mav indicate Ehe need for addiLional cross EecEiona. fre enerry losB vas greater Ehan 1.0 fL lo 3 m) berYeen tbe curren! and prewlouE cro6E 97 98 99 95. 95 .', 95. 94. 94. 94. 95. 95. 95. 295 91, 91 , 6102.76 6102 .71 6102.55 5302.4 5301.05 6301.?9 6304 .01 6r04.32 6104 .58 5l03 .65 6107 .7 610s.8 630S.59 5307.91 5308.32 610s.46 5108.62 5308.02 ?g 84 18 72 92 54 t5 {l 16 41 -2 35 97 {arnlng: larning: criEical s.21 62 4 .91 62 5,74 52 9.49 62 1014 .06 62 1013 .I 62 1051 .21 5 1068.65 62 1092 . l6 62 ThiE may indicate Lhe need for addiLioilal cro€s aections Duriog the Btandard sLep lleraEions, {hen Ehe aEsured sater aurface raE seE equal Eo deplh, Ehe calculaLed waEer surface came back belos critical depEh. fris indicateE EhaL noE a valld subcrlEical ansser. The program defaulEed Eo criElcal depEh. lhere iE CROSS SECTION 1113.14 1154.45 11?1 .59 L202 -lJ 1240 .l6 1298 .34 1351 .74 1430.56 t461 .14 1478.68 t52E .28 1514.41 1541.52 1561.?{ \572 .95 1582 . S7 1501.97 t612.95 1659 .89 1681.16 1152.5 a196.1 1896 .39 1914.71 t926 .15 1941.17 1962.78 1981-91 1115-29 115{ ,57 1173 .5l 1206 .11 1253.11 1119. I t112.Ol 1{50.65 1{58_{9 1{79_11 t529 .1 1514 .54 154?.08 1562 .07 1571 .9s 1583 ,65 1505 .01 1513.48 1661.49 1588.5 1777 . l5 1797 .55 1897 .7l L924 .91 1931.?1 194 I .21 1961.11 6291.1 6291.24 6296.5 6300.53 5l0l -25 6302.8 6301.88 5102.16 5302.75 RIVER: Roarlng Eork RilCH: Sludy Reach INPUT DeEcripLioni xS-95 (CD) SEatlon ElewaEion DaEa SLa EIev SEa RS:9s Elev SEa Elev Sla Elev SEa Elew 1589 15 0? 1470.r 1479. L529. 1s15. 1551 .', 1568.I 1 5?5 0 71 109 3?5 s27 5S5 846 984 tL75 tz56 1360 1452 15 51 1A 82 19 51 2010 2255 6311.7 6300 5259.2 5288.I 6293 .2 6292.5 6294.4 6295.3 5294.2 5293.6 6297 .5 6295.s 5lo{ .5 6104.2 6305 . S 5108 6111 . 5 5110 . 5 6105. 9 5300 6288.9 62gg .1 6293 -7 44 B3 161 241 {01 586 816 895 1121 L207 1211 1l9l 1 504 !szz 1921 2028 z!74 2281 6296.4 6299.8 5290.2 6296.1 6297.1 6294.1 6294 6295 6292 .6 5292 .6 6297 .2 6299.5 6105 . 4 5306 .1 510{ .5 6309,3 6309.2 6172.3 53 88 188 t59 415 530 820 923 11{ 4 1271 130S 140S 154 5 18{ I 1937 2052 2221 2295 6291 .9 6291 .2 6292.8 6?86.5 6292.9 6295.7 6294.1 5294 .5 6292 .6 6292.9 6291 630{ 5102 .5 6105 .5 6305.4 6111 . 2 6110 61!2 .6 56 105 199 360 501 551 816 955 115 5 LZ39 133I !425 158 9 18 67 194I 2064 2248 6299 .1 6244.9 5249 .6 5256.6 6291.6 6295.2 5295 6294.9 6294 .5 6296.5 5295.5 630{ .5 6l02 .9 6f06 6f, 11 5110 . 4 6310.4 .75 .15 .1f -{8 .55 .41 .42 - 14 .39 5302 5702 6102 6102 6)O2 Slol 6303 6104 05 75 91 l{ 65 .5 21 24 55 64 15 96 21 14 98 g6 84 88 304 22 75 115 2)5 l?9 544 811 849 1 093 1 191 1256 1119 1489 1? 91 19 06 1988 2019 2265 HanniDgra n YalueE sla n VaI SEa L620 1654 L696 17 81 18 02 19 08 t925 1934 19 51 19 51 104 .98 30r .83 t06 .39 309.01 308 .54 108.09 108.l4 l0s.48 6294 6294 6294 6291 5294 6297 6296 6104 6104 530s 5107 6110 6l0 s 5108 .71 1957 .91 6106 . 99 5308.18 1971.s1 5110.091962 6)01.8 1980.?3 6110.25 Manoing'E il values SEA n va]Sta sEa n val sta n val '07 n val SLa n val 241 0a 160 .0707 1983.91 o1194.14 04 306 .82 f20.28 I I I I I I I I I I T' IT I I I I I I I Lenglhs: LefE Channel 800 1000 coeff conLr .1 kpailRight 10 00 216 312 758 CROES SECTION OmPE ProEile fl100_yr ?t0 678 .1 Bank aEa: LeEE RighE 241 160 CROSS sESIoN ouPm Profile Sl00-Yr r E.G. Elew (tt) r vel Head (tEJ i H.s. EIev (fE) r crlE w.s, (fEJ r E.c. slope (EElEt) I Q ToEal {c[s). Top Hldth {It)* vel ToEal (ftls) r Hax Chl DpLh (tL) r Conv. ?oial (ctE) . LengLb WEd. lfL) r Min cb EI (fE) . Alpha. ErcEn LoBE (fL) * c & E hes (fE) r ElemenL ' Reach Len. (fE) . Elow ^rea (sq fE) i Area (Eq IE) * Flow (cf€) r Top widLh {fE). Avg . vel. ( fEls) ' Hydr. DepEh (fL) . Conv. Icfs)r treLEed Per. (tE) * shear (Iblsq fE) + SEream Power (lblfE a) r Cum volume (acre-fE) r cun SA (acre6) Chaonel'RighE OB 0.0{0 + 0 .070 | 7426.91, E.G. Elew (ft) r vel Head (tE) . w s. Elev lfL) r crir w.s. (fE) ' E.G. Slope (fLlrt) . o ToEat (cfs) . Top WidEh (fL) r vel Totat (fLls) i Mil chl Dprh (fE) + Conv. ToLaI (cfa) r LeugEh wrd. (fL) ' Min ch El (fE) . Alpha. ErcLn bss (fL) *C&ELoss (fE) EIemenE w!. n-vaI . Reach Len. (ft) Eros Area lBq tE) Area (sq fl) Ftow (cfE) Top BidLh (fL) Aws. vel (fEls) Ilydr. Depth lfE) conv. (cf6) nelEed Per. (fL) 6hear {Ib/sq fL) sLream Power (lblft s) cum volume lacre-fL) Cum SA (acres) r 5285 .01 * 1.16. 5204 . 85. 6284.92r0.005995 rt22BO. OO* 1128.55r 5.17| 1.35 .158587 .7 . 5217.50. 2.14 LefE OB 0.070 . 6295.O5* 2.26| 6292.14 ' 6292.15.o.oll212 *12280 .00 a 771.21. 9.9S | 6.20 r115664.0 , 972,65. 62A5.50+ \.45 * 7,80. 0.ll Left OB * 0 .0?0 i Channel 0.0{0 1000.00 1)5.61 115 .61 9112.94 119. 00 13 ,25 5 .1S 92050. l 119 . 01 RlghE OB 0 .070 1000 .00 49.05 49.05 t99.32 54.57 4.05 0.90 1A77.l 55 .92 o .62 2.57 15.94 11 .70 250.l8 250.38 1050. 9s 61 .35 4 .20 1 .12 71572 .3 58 .3? 1 .37 696 .00 695.00 1499.45 96,00 10. ?8 1 .25 96850.5 96.00 2.77 29.24 800.00 445.55 445 .55 2)O7 .74 1{3.70 5.18 1426.93 3129 .51 955 .17 z.67 1-44 48164.8 969.39 0.55 1.4{277 14 .10 5.{ .51 .15 .16 .l9 .94 4.35 51 .19 16. {l 2.41 warning: Diwided flow compuEed for !h-Is cross-aec!ion warning: Warning : sarning: Harnins: ffarntng: cri E Ica I Tbe energy equaEion could noE be balanced withln Lhe specified number of iEeraEions The program;;ed criLlcal deplh for Lhe waLer surface and conLinued on wiLh the calculaLions Divided flo{ compuLed for Ehis cros6-secEion. The welociLy head has changed bY more than 0.5 EE (0.1s m) frrs nav indicaEe Ehe Deed Eor addiLional cross secLions Tbe energy loss uas greaLer tshan l.o f! (0.3 m) beEeeen Ehe currenl and prewiou6 cross This nay indicaLe Lhe need Eor addilioilal croBE secLio'6' ;r;i.s il* sEandard sLep iEeralions, when the assumed water surtace wa€ sel equal !o depLh,theca]culatedwatersurtacecamebackbelowcrltica]depth.nlisindicaLesEbaE SWMRY OF MNNING'S N VALUES River:Roaring Pork Reach River SEa a2 n{n5 The program detaulLed Eo criEical depEh +SEudy Reach rsLudy Reach rsEudy Reach rsEudy Reacb 'SEudy Reach rSLudy ReachrsLudy Reach .SLudy Reach*s!udy Reach rsEudy Reach .Study Reach rSLudY Reach 91 95 95 .95* 95.9. 95. 85 95.15 95.7 95.6 .01' . 01' .07r .o7r .07r -07r - 01+ .07+ .07r . 01' .07 ' .o7' , 07' -053r .05?r .05r - 05r . o5i .05r .055i .06+ .055. .0?i .07* .04r .04r .04* .04r .04i ,04r , 04' .0t. .04r .04. .04r .04* -04* 01* 0?. 07r 01' noL a walid subcrilical an8wer. CROSS SECTION RIVERT Roaring Fork REACH: SLudy Reach INPttr DescriptioD, xs- 9{ sLaEion ElevaElon DaEa SLa Elev SLa 95.45. 95.3r 9s.15r 95 94 94 Elev SEa Elev SLa Elew 6Ea Elev 79 0 131 2L6 {18 514 581 556 733 912 119 4 1280 1350 1479 t511 1880 2075 6121 .5 6292 6217.7 5284 .E 6283 .2 6281.1 5285.8 5202.1 6281.9 6283 6252.4 6254 .t 62A5.6 6291.2 6291.1 6291.1 53 7f1 J!2 431 515 593 565 165 1018 1214 r292 14 05 1491 1515 19S{ 2054 629!.6 6291 6217 .5 6281 6281.1 5255.2 5284.8 62A2 .1 6284 .8 5281.8 62A1.5 6284 62A4 .7 6297.9 6295.2 6294 80 154l{l a61 54{ 607 58? 819 10s 1 1243 13 07 l4z2 151S 1646 r985 2072 6290.1 6282 62al .5 6284.8 5281.5 5285.1 6ZS6 6282.1 5285.1 5283 .1 6294.1 6255.1 5290 6291 529q.2 6295.2 121 181 155 484 552 629 706 816 r 110 1251 131? 14 55 151{ t6 9l 1995 2044 6290.9 6242 6284 . l 52A4 6284 .5 5285,5 6254 ,9 5284 .5 52S0.3 6241 .Z 6282 .1 6285 6294.4 6294.5 5295.2 6295.5 125 191 180 499 57S 619 119 9{6 1155 1262 1122 1462 15 55 1751 2 013 6292 6281.3 5ZB4 5282 .7 6254.t 6295.6 5285 .1 5284 .3 6281.2 6252.4 6252.4 6283 .8 5294 .6 6294.! 5295.4 SWMRY OE RE'CH LHGNS Riwer: Roaring Eork Reach Rrver SEa LefE iChannel'RighE rsEudy Reach '6Ludy Reach rsEudy Reach +SEudy Reach +aEudy Reach .sLudy Reach rs!udy Reach.sEudy Reach rSLudy Reach 'Sludy Reach .sEudy Reach .sEudy Reach .SEudy Reach 91 95 95. 95r 95 .9. 95 .85 95 .15 95.7 95.5 95.{5r 95.1r 95. 154 95 9{ 12{ 8r 2l5.3lr 235.73. 215.331 17* 30' 63* 2L5.5. 214 . 5. 218 . 5. 218. sr a00r ?68r 1tl5* 205' 206r 205. )7' lo. 6l* 226 l5' 226 .15. 226.75. 226.75r 1000. ?30' 1t79r 195 i 195. 19 5r 37* 30r 53r 2)5. 2t5r z!5. 235r 1000r 619.Mannlog's o values l sLa n val sta n val sLa o . 07 216 .0{ 112 .0? Bank Sta, LetL Right LeogEhs: LefL Chailnel Right coett ConLr. Expan .3 .IIIIIIIIIIIIIIIIII SWMRY OE CONTUMION AND EXPNSION COEFEICIENTS River: Roaring Fork ERRORS HANINGS ND NOTES Errors warninge and NoLeE tor PIan : EC l2o1o-02_2{) Riler: Roaring Eork Reacll: SLudv Reach RS: 9? Profile: 100-yr warnlng:ihe energy equaLion could noE be balanced wiLbln Lhe specified ilumber ot iLeraLionB. The program used criLical dePth for Lhe waler surEace and continued on wiEh Ehe calculalione' lar.ing:Divlded floe compuLed for !hiB croaE-6eclion' rarnln;:The weloclEy bead has changed by more Ehan 0.5 fE (0.1s m). nris nay indicaLe Lhe need for addlLional cross aecEionB. warningITheenergylosswasgreaEerEhanl.ott(0.3m).betweenLhecurrenEandpreviouscrosg secEion. flris may indicate Lhe need tor addilionar cross eecEions' NoEe|MulEiplecriEicaldepEhswerefoundaEthislocaEion.frecriLlcaldepEhHiEhEbe lowesL, va1id, waEer surface was uEed. River: Roaring Fork Reach: 6LudY Reach RS: 95 Proflle: 100-yr Harnlng:ihe velocilY head his chansed bv more Ehan o s ft (0 15 m) ' frIs mav indicaE€ Lhe oeed for addiEional cross sec!ionE. flarning:TheenergylosEwasgreaEerthanl.0fL(0']m)'belxeenlhecurrenEandpreviouacroaa secLion. Thia maY indlcare Lhe need tor addiLlonal cro6s EecEions Note: Multlp]e criEical depLhs were found aL Lhis locaElof, The critical depEh wiLh the loweEtr waIid, waler surface was ueed' River: Roaring Eork Reach: sLudy Reacb RS: 95 95' Protile: 100-vr warning,ine energy equaEion could noL be balaoced sithin Ehe specitied number of iteraEions. The program u6ed cr1!icaI dePEh for Lhe waEer surface and conEinued on sith Ehe calculallonE' warning:Divlded tlow compuEed for Lhis croae-EecEion' Iarning|TlreenergylossYa6greaLerLhanl'0ft(o'3n).beEweenlhecurrenEandPreviouscross secEion. This may indlcaEe Lbe need for additional crosE sections' NoEe:MulEiplecriLical.lepLhEweretoundaEEhislocaLion.frecriEicaldepEhtiththe loBeEL, va1ld, waEer surface traa used. Ri,ver: Roaring Eork ReacL: Study Reach R8: 95 9* Profile: 100-yr Earning:ihe eoergy equacion could nor be bataoced wiEhin Ehe Epecified nunber of lLeraEions. The program uBed criLical depth tor Ehe saLer surface and conti.nued on wiLh lhe calculaEions- aarning:freenerrylosswaggreaEerLhanl.oIL(0,3m).becweenEhecurrenlandprewiouacross section. friB maY lndicate tbe need for addiEional crosd aecEions' warning:During Ehe BEandard BEep iEeraLions, when Lbe a66umed saLer Burtace waE seL equal to crlLical depLh. Ehe calcufaLed gaLerBurtacecamebackbelowCriErcaldepLh.ThisindicaEesLhatEhereiBnoEavalid subcriLical answer. The program defaulEed to c.iLical deptb NoLe: HutLiple criEical depLhE eere Eound aL EhiE locaEion The crlEical depLh uith Ehe loeest, va1id, waLer su!face was used. Riwer: RoarlDg Fork Reach: SLudy Reacb RS: 95.95 Proflle: 100-yr warnj.ng:Divided flov compuged for Lhle cross-secEion larnin;:The welocitsy head haB changed by mre Ehan o 5 tL (0 15 m) ' Thts may indicaEe Ehe need for additional croEs secEione Riwer: Roaring Fork Reach: study Reach RSr 95 6 Profile: 100_vr warntng:ihe velocily head his changed bv more Ehan o-s fE (o 1s n) This mav indicaEe Lhe need for addiEional crosE Becbions warninglfreenelgy]osE,asgreaEerEbanl.ofl{0.]m).beEleenlhecurreoEandprewlouEcroas seclion. fris nay indlcaEe Ebe need for addlLional cross BecLionB Rtwer: Roarlng Pork Reach: sEudy Reach Bs: 95.{5r Profile: 100-yr narning,itre energy equaEton coulit noE be balanced {itbio Ehe Epeclfied number of ireraEions. fre program used crl!lcaI depth for the waEer Eurface and cotrElnued on wiEh Ehe calculaLlons' warf,lng,Divlded flov conputed for Ehl5 cros6-BecElon' warnin!,fre energy loss was greaEer Eban 1.0 IL (0.3 m). beEseen the currenL and prevlouB cro6s secEion. Sis maY indicaEe Ehe need for addiEional cross €eclionE' walnlng:DurlngEbegtandardstepileraEionE,rhenlheassumedwaEersurfacewaegeEequalEo cri!ical deptsb, Ehe calculated waLersurfacecamebackbe]orcrilicaldepLh.Th]sindicaEesthaLlllereisnoEavalid subcriLical anBwer. fre program defaulEed to criElcaI depth Riwer: Roarlng Fork Reach: Srudv Reach RS: 9s 3* Profile: 100_vr warning,ine energy equalio, could nor be balanced rlrhin Ehe Epecified number ot lLeratsionB. The prqram used crillcal deplh for Lh€ waEer surface and coDEinued on eitsh che calculaEiona' warning:Divided Eloe compuLed tor Lhls cross-seclion. warnrn!,me energy lo6s was greater than 1 o fE (0 3 m) betteen lhe cuErenL and prevlouE cro6e Eectton. friE naY indlcaEe Ehe need for addiLioilal cro€s seclions' warning:During Ehe staodard sLep iLeraLlons, when Lhe aEsumed waEer Eurtace waE aet equal Lo crltlcal depEh, Ebe calculated IaEersurtacecamebackbelowcriEicaldepLh.ThiEindicaEeEEhaEEhereiEnoEavalid subcri!ical aoswer. The prqram defaulLed Eo criLicat depth' River: Roaring Fork Reacb: sLudy Reach Rs: 95 15r Proflle: loo-yr warning,ihe enery equatioo could not be balanced eibhin lhe specirted Dufrber of iEeraEiona' fre prqram used criEical dePlh for Ehe waEer surface and conEloued on riEh Lhe calculaEions Harning:Diwided flow compuEed for Lhis crosE-section' warning.mewelociEyheadDascbangedbyrcreEhano.5tLlo.l5m)'frtBmaYindicatseLbeneed for addiLional crosB secEions Rarning:The energ loss uas greaEer Ehan 1.0 tL {0 1 m) beEteen the curren! and prewlous cross secLion. ThIs may indicale Ehe need tor addiLional cross secEions' xarning:ouringlhegEaf,dardsEepiEeraLions,vbenEheassumedUaLersurtacegasseEegualto criEical deplh, Ehe calculaEed waEer surrace came back beloe cri!1cal depLh fris indicaEes lhaE Ehere is noL a walid subcriEical answer. n)e program detaulted Lo criEical depLh' RlveEi Roaring Eork Reach: sEudy Reach RS: 95 Profile: 100-yr Harning:ine enerry equatton could noL be batanced siLhin Ehe specified nuder of iLerarionB. The program used crlEical depLh tor Lhe waler surtace and contlnued on w1!h lhe calculaElonE' larning:Dlvided flow compuEed tor Llri6 cross-secLion' Narning'The welociEy bead hae changed by more Ehan 0'5 fL (0 15 m) This may indicaEe Lhe Deed for addlLional cross secLions tarning:fre enerry 1o€s vas greaLer Eban 1 o ft {0 3 n) beL*een lhe current and PrewiouB croaB secLion. Thi6 may indicaLe Ehe need for addiEionat croes secEiona' warning:During Ehe sEandard EEep iieraElons, when Ehe assumed (aEer surface sas EeE equal to criEical depEh, the calculaled waler surface came back below criLical depLh nris indicaEes LhaE Lhere iB noE a walid BubcriEical ansser. fre program detaulEed Lo crlEical depEh' Riwer: Roaring Pork Reach: sEudv Reach R8: 94 Proflle: 100-yr Harning:Dlvided floe compuEed tor Ehis cross-Bection' rsEudy Reacb *sEudy Reach *SEudy Reach *SLudy Reach rSludy Reach 'Atudy Reaclr 91 96 95.95. .3i.l. _3r .3. .3r .l* .3r.lr .3..lr .l* 1| 1. 1* t+ 1a 1r 1r 1i 1l 1. rsLudy *sEudy +srudy raLudy rSbudy 'SEudy 'sLudy Reach Reach Reach Reacb Reach 95.9r 95. S5 95 .75 95.1 95.6 95.45r 95.3r 95. 15+ 95 94 r Reach r River sEa. r contr. r Expan. ' I II T I I I I I I I I II II I I T I II I HEC-RAS Plan: EC (2010-02-24) River:Fork Reach: Study Reach Profile: 1 Reach River Sta Q Total Min Ch El W.S, Elev CritW.S.E.G, Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(fuft)(fls)(sq ft)(ft) Study Reach 97 12280.OO 631 1.50 6318.65 6318.65 6320.30 0.009925 13.60 1676.72 488.21 0.90 Study Reach 96 1 2280.00 6302.30 6308.32 6307.58 6309.1 4 0.006500 9.91 2261 .64 732.71 0.71 Study Reach 95.95*12280.00 6299.47 6306.1 6 6306.16 6307.56 0.008539 12.15 1875.44 657.14 0.83 Study Reach 95,9'1 2280.00 6296.64 6303.96 6303.96 6305.57 0.008432 12.71 1679.30 540.93 0.84 Study Reach 95,85 12280.OO 6293.81 6301 .66 630'l .58 6303.14 0.007514 12.39 1773.O1 654.08 0.79 Study Reach 95.75 12280.OO 6293.20 6301 87 6300.96 6302.74 0.004485 10.04 2363.75 745.27 0.62 Study Reach 95.7 12280.00 6292.94 6301.77 6300.81 6302.60 0.004016 9.48 2481 .68 781.54 0.59 Study Reach 95.6 12280 00 6292.52 6301.37 6300.85 6302.32 0.004236 9.84 2502.95 843.78 060 Study Reach 95.45*12280.OO 6291.02 6299.67 6299.67 6301 .1 6 0.005580 11.27 1975.50 823.83 0.69 Study Reach 95.3-1 2280.00 6289.51 6297.97 6297.97 6299.s0 0.005516 1 1.16 1906.52 834.02 0.69 Study Reach 95.1 s',12280.OO 6288.00 6296.05 6296.05 6297.63 0.005828 11.18 1769.56 869.91 0.70 Study Reach 95 12280.OO 6286.50 6252.78 6292.78 6295.05 0.011272 13.28 1230.27 317 27 0.94 Study Reaoh 94 12280.00 6277 50 6284.85 6284.82 6286.01 0.005996 10.78 2373.31 1128.55 0.71 I II T T I I I I I I I I T II I II I'T I TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 314t2010 Roaring Fork StudY Reach Legend WS 100-yr + Ground OWS 100-yr 63 coFo o ul 6290 6280 0 2000 30006270 1 000 Main Channel Distance (ft) 4000 5000 I I I It II II I I II I II I IT I II I I T I TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 94 XS-94 6320 Legend WS 100-yr + Ground a Bank Sta OWS 100-yr 631 0 # co o (uil o 6270 1 000 1 500 2000 2500 0 500 Station (ft) TCt Lane Ranch Bridge Models Plan: Existing conditions Model 31412010 RS = 97 XS-97 (CF) co (u o tu 6420 6400 6380 o 0 600 Station (fl) Legend WS 100-yr + Ground Levee a Bank Sta__+- OWS 100-yr 6300 200 400 800 1000 1 200 I IT I I I T I I I I I II I II II I' I T I TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 3l4l2O1O RS = 96 XS-96 (CE) 6 # c 'E(, o IU 6340 6320 U 200 400 600 800 1000 1200 Station (ft) Plan: Existing Conditions Model 31412010 RS = 95.95' 1 400 1600 TCI Lane Ranch Bridge Models 6360 6350 Legend WS 100-yr + Ground Levee a Bank Staltr co (! o) t-t 6 631 0 6300 U Legend WS 100-yr + Ground 11'--+-- Levee o Bank Sta OWS 00-yr 200 400 600 Station (ft) 800 1 000 1200 1 400 N II I I I II I T !I I T I T I I I I I I TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.75 XS-95.75 (10'US of Bridge - Station 3) 6315 Legend WS 100-yr + Ground o Bank Sta6310 ltr c .o G o tu 6290 400 600 800 1 0000200 Station (ft) TCt Lane Ranch Bridge Models Plan: Existing conditions Model 31412010 RS = 95,7 XS-95.7 (10'DS of Brldge - Station 2) 631 Legend WS 100-yr + Ground a Bank Sta631 rtr E .o o o trJ 6305 6300 6295 0 400200 Station (ft) 600 800 1 000 I I I I I TI I I II I I I I I I I I I I TCI Lane Ranch Bridge Models Plan: Existing Conditions Model RS = 95.6 XS-95.6 (73' DS of Bridge - Station 1) 31412010 6325 Legend WS 100-yr + Ground o Bank Sta coEo _q IU 631 631 6305 6 6290 600 8oo Station (ft) Plan: Existing Conditions Model RS = 95.45. '1000 1200 200 400 TCI Lane Ranch Bridge Models 3t4t2010 6320 631 5 Legend WS 100-yr + Ground o Bank Sta co o o LU 631 6300 6295 0 200 400 600 Station (ft) 800 '1000 1 200 1400 0 IIIIIIIIIIIIIIIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.3. 6320 631 5 Legend WS 100-yr + Ground a Bank Sta631 rtr co fi, C) UJ 6295 6290 0 200 400 600 800 1 000 1 200 1400 1 600 1 800 Station (ft) TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95 15" 6320 6315 631 0 Legend WS 100-yr + Ground a Bank Sta rtr co.F (E () tu 6295 6290 6285 1 0000500 Station (ft) 1 500 2000 IIIIIIIITIIIIIIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95 XS-ss (CD) 631 Legend WS 100-yr + Ground a Bank Sta --+-OWS 100-yr 631 0 6305 coE6 c) [tJ 6290 6285 1 000 1 500 2000 2500 0 500 Station (ft) APPENDIX F PROPOSED CONDITIONS MODEL Floodplain Development RePort TCI Lane Ranch IIIIITIIIIIIIIIIIII HEC-RAS Plan: PC Riven Fork Reach Reach Profile: 1 Reach River Sta Q Total Min Ch El W.S. Elev CritW.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Wdth Froude # Chl (cfs)(ft)(fr)(ft)(ft)(fuft)(fls)(sq ft)(ft) Study Reach 97 12280.00 6311.50 6318.65 6318.65 6320.30 0.009925 13.60 1676.72 488.21 0.90 Study Reaoh 96 12280 00 6302.30 6308.32 6307.58 6309.1 4 0.006491 9.91 2263.07 732.72 0.71 Study Reach 95.95*1 2280.00 6299.47 6306 16 6306.16 6307.56 0.008559 12.16 1873 52 657.04 0.83 Study Reach 95.9',12280.O0 6296.64 6303.96 6303.96 6305 57 0.008395 12.69 1682.73 540.98 0.83 Study Reach 95.85 12280.O0 6293.81 6302.07 6301.58 6303.1 I 0.005573 11.05 2067.08 692.60 0.69 Study Reach 95.75 12280.00 6293.20 6302.06 6301.04 6302.94 0.004337 10.03 2306.31 757.73 0.61 Study Reach 95.72 Bridge Study Reach 95.7 1 2280.00 6292.94 6301 59 6300.78 6302.60 0.004829 10.24 2170.06 770.47 0.64 Study Reach 95.6 12280.OO 6292 52 6301.38 6300.82 6302.28 0.004073 9.65 2548.56 844.11 0.59 Study Reach 95.45-1 2280.00 6291.O2 6299.65 6299.65 6301.13 0.005611 11.28 1976.10 830.84 0.70 Study Reach 95.3.12280.O0 6289.51 6297.97 6297.97 6299.50 0.005516 1 1.16 1906.52 834.02 0.69 Study Reach 95.15'1 2280.00 6288.00 6296 05 6296.05 6297.63 0.005828 11,18 1769.56 869.91 0.70 Study Reach 95 1 2280.00 6286.50 6292.78 6292.78 6295.05 0.011272 13.28 1230.27 317.27 0.94 Study Reach 94 12280.OO 6277.50 6284.85 6284.84 6286.01 0.005996 10.78 2373.31 1 128.55 0.71 IIIIIIIIIIIIIIIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 3t4t2010 Roaring Fork Study Reaclr 6320 Legend WS 100-yr + Ground OWS 100-yr 63 6300 ltr co (! o tU 6290 62 2000 30001 000 Main Channel Distance (ft) 4000 5000 IIIIIIIIIIIIIIIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 94 XS-94 6330 Legend WS 100-yr + Ground o Bank Sta OWS 100-yr 6320 631 rtr coEo 4) UJ 6290 6280 0 500 1 000 1 500 2000 2500 Station (ft) TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 97 XS-97 (CF) 6440 E co o oil 6360 6340 6 0 600 Legend WS 100-yr + Ground Levee o Bank Sta_ ,+- OWS 100-yr 200 400 Station (ft) 800 1000 1 200 IIIIIIIIIIIIIIIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 96 XS-96 (CE) € E .9 o o tu 6320 b 800 1000 1200 Station (ft) Plan: Existing Conditions Model 31412010 RS = 95.95. 1 400 1 6000200400600 TCI Lane Ranch Bridge Models 6360 6350 E .o o o tU 6 bJt 6300 6290 600 Legend WS 100-yr + Ground -----+]-Levee o Bank Sta__€'- OWS 100-yr Legend WS 100-yr + Ground --.tF- Levee o Bank Sta n 200 400 Station (ft) 800 1 000 1200 1 400 IIIIIIIII'IIIIIITIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.9. 6 Legend WS 100-yr + Ground Levee O Bank Staco (! o IU 6320 6ri0 6300 0 200 400 600 800 1 000 1 200 Station (ft) TCI Lane Ranch Bridge Models Plan: Existing conditions Model 31412010 RS = 95.85 XS-95.85 (47' US of Bridge - Station 4) 631 5 Legend WS 100-yr + Ground o Bank Sta 631 rtr E .o o o IU 6305 6300 6295 0 200 400 Station (ft) 600 800 1 000 ITIIIIIIIIITIIIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.75 XS-95.75 (10' US of Bridge - Station 3) 6320 Legend WS 100-yr + Ground o Bank Sta 631 6310 # g .9 o 0) uJ 6305 6290 400 600 800 1 000 0 200 Station (ft) TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.7 XS-95 7 (10'DS of Bridge - Station 2) 6320 Legend WS 100-yr + Ground o Bank Sta 631 63 t Co o o t-lJ 6305 0 400200 Station (ft) 600 800 1 000 II-IIIIIIIIIITIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.6 XS-95.6 (73' DS of Bridge - Station 1) 6 Legend WS 100-yr + Ground o Bank Sta631 E co=G 0) ul 63 6305 6300 6295 0 200 400 600 800 1000 Station (ft) TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.45' 1200 6325 6320 Legend WS 100-yr + Ground o Bank Sta itr c .o o _9 tU 631 631 6305 6300 6295 0 600 800200400 Station (ft) 1 000 1 200 1400 IIIIIIIIIIII-IIIIII TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95.3. 6320 631 5 6310 6305 Legend WS 100-yr + Ground o Bank Sta rtr c =o o IU 200 400 600 800 1 000 1 200 1400 1 600 1 800 Station (ft) TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 314l2O1O RS = 95.1 5' 631 Legend WS 100-yr + Ground Bank Sta631 rtr co (s 0) trj 6300 6295 0 1 000 Station (ft) 500 1 500 2000 0 l-] IIIIIIITIIIIIIIIITI TCI Lane Ranch Bridge Models Plan: Existing Conditions Model 31412010 RS = 95 xS-95 (CD) 631 5 Legend WS 100-yr + Ground o Bank Sta OWS 100-yr 631 0 co 0 c) UJ 6285 1 500 2000 250005001 000 Station (ft) III'IIII'TIIIIIIIIT Flow TiLle: FEU flows -w- knom DS RS and no US WE HEC-MS VerBion 4,0.0 March 2008 U.s. Amy corps of Engineere tlydrologlc Engineering cenEer 609 aecond SEreeE Davia, Calitornia Flow Eile: H:\858?5.1\Reporls\Floodp1ain\addlttonal tnvesEigation\Ess?5 1 fo1 Elow DaEa (cte) 500 Yr r. Roaring Fork 18430 * Reach Sludy Reach 10-yr 5680 50-yt 104 30 I00-yr 1229O RS 91x x x x x x xffi uuMXxuxxx xffi xux x x x x x x x x x xuxx xxx xxxxxxxffix ffix x x xxxx x xxilx xxxxxxx Boundary condiLtons )ffiX Reach Prof i 1e UpsEream PROJECT DATA ProjecL Titler TCI Lane Rauch Bridge Mode16 Projecr Ftle : 85875 1.Prj Run DaEe and ainet 2/2512010 lt29t25 PM Projecb ln English uniEs ProjecE DescriPLlon: Bridge hydraulics rcdelB for TCI Lane Ra.ch floodplain permir applicaEion (2010) revised versions of original submiEEal. i Roarlng 6293.22 + r Roaring 6294 .44 . + Roaring 6284 .85 * 6295.79 * atudy Reach SLudy Reach SLudy Reach AEudy Reach 1O-yr 50-yr 100-yr 5OO - yr Known wS = Known wS = Known IS = Fork Fork rork obseryed waEer Surtace Marke PLN DATA Plan TiEle: PropoBed CondiEionE ModeI Plan File : H:\E5s?5.1\RePrEs\Floodp]aln\AddiEional InveeEigalion\E5875-l p0l Geome!ry TiLle: PropoEed CondiEions (PC) Topgraphv Ceometry rire : H:\E5s?5.1\Reporls\Elodplain\AddltionaI InwestigaEion\Es87s-l 903 Reach scudy Reach SEudy Reach SEudy Reach study Reach SEudy Reach Study Reach sLudy Reach SEudy Reach Sludy Reach SEudy Reach aEudy Reach 10-yr 6117 -29 6306.64 6304 .55 5102 .66 5100 .57 6300.1 6297 .9 6295.7 629).49 6291 .29 6241.22 50-yr 5118. 16 6301 .92 5105. 8S 6103 . B{ 5301.8 6301.22 5298,96 6296.1 5294.45 6292.19 5244.44 5OO-yr i * Roaring Eork 5320.t1 'i Roaring Fork 5308.82 + r Roarins Fork 6101.O2 a * Roaring Fork 6f05 - 23 r i Roarins Fork 5l0l . 4l * r Roaring Pork 6JO2.9Z ' 'Roaring Eork 6300.94 l * Roaring Fork 6295.95 . . Roaring Fork 6296.97 . + Roaring Fork 6294.98 + . Roaring Fork 6245.79 . 100-yr 6118 .51 610 8 .11 5106 .3 6104 .2S 5302.21 6101 .69 6299 .41 6291 .21 6295.01 6292 .14 6244 .45 Flow Tit]e : FEM flowa -w- known DS WS and oo US XS Flow Eile : H: \Es8?5.1\Repo.ta\Floodplain\AddiEional lnve€Eigation\Es8?s-1 f01 RS 91 95 95 95 95 95 95 95 9s 95 94 9lllrr 8665rr 55r 4S15tr 325' . 152 5. + Plan DescripEion: PropoBed CondiEions (PC) bridge rcde1 P1ail Sumary lnfomaLion: Number of: Crose SecEions CulverrE Bridgea MulEiple Openings Inline Structures LaEeral SErucEures compu!aLional rnfomaEion waEer surface calculaEion tolerance = Critical deplh calculaEion Eolerance = Maximum nuder of rteraEions Maximum dif ference !olerance Flov Lolerance facLor 0.01 0.01 20 0.1 0. 001 1l 0 1 compuEaEion OpLions critical deprh compuEed at al] croEs secEions Conveyance CalculaLlon Metbd: Between every coordinaLe poinL (HEC2 SLyle) Friclion Slope ueEhod: Average Conveyance CompuLaElonal EloY Regime: EubcriEical Elow GEOXETRY DATA GeomeEry Title: Propo6ed CoodiEion6 {PC) Topography GeomeEry File : H:\E5s?5-1\Reprls\Floodplain\Additional lnwesEigation\E5875,1 903 CROSS SEOION ELOE DATA x x x x x x x x x x x IIIIIIIII'IIIIIIIII Sra Elew SEa Elew SLa Etew SEa Elew SLa Elew RMR r Roariag Eork RmCH: Sludy Reach INPUT Description: xs_97 (CF) sEaEion Elevation DaEa sEa Elev SEa 0 146 188 245 351 445 515 653 ss2 1012 \062 t129 1171 Manning's n valueB sLa n val 85 165 204 214 188 {81 602 151 951 102 0 109 0 114 4 6319.4 6320.9 6312.4 5111 , 5 6111 611{ . 5 6315. S 5320. S 5321.4 5327.7 6322.2 6ll4 .5 6179.5 6101 6302 . l 5303 - 8 5)02.4 5107 .3 5307.4 6308.5 6117 . 6 6118.4 6320 .7 6322 6)21.9 Manning's n values sla n val 91 0 96 196 395 481 601 151 e40 925 ro92 11? 5 tz55 116 0 64 L25 286 422 501 631 716 851 944 1111 1192 1260 137 0 6112 . 3 6301 6302 . l 5306 5303 6t07 .5 6105.7 5114.5 6317.5 6119 . 4 6320.8 5f22 6319.4 69 115 292 444 526 665 780 870 990 1111 119l t2s7 1392 6fIf, I 6104.9 5305. I 6304 .9 5106 6707 .3 5305 .6 6 315 531?.I 6rl9 6120.7 672L.5 6724.5 76 165 341 450 5qz 59S 808 898 lo29 1115 t20L 1l15 14 05 5113 . l 5105 .2 6305 .7 6103 .7 5107.5 5107 .5 5105 . 8 6116.2 5117 .5 6119 . 7 5320 .8 6321.2 632q .1 o2 ls2 381 479 563 819 9r5 104I 114 9 1244 114l 6)lL.2 6f04 .5 5305 6302..9 6307.2 5307 .2 5304.4 5 318 5317.5 5320 . t 6322 .2 512L.2 62 Elev Sla Elev SEa EIev Sta Elev 64r3 .3 6311.3 5318.7 531{.4 531s.1 6315.7 5317.1 5118 .5 6321.9 6!20 6120.1 6325 .1 513 9 50 161 202 265 112 464 566 598 898 1019 1071 1 115 l1g2 5400.3 5120.5 6112.5 611{ . S 5 315 63 15 .9 5111.4 6119 . 3 6322,2 6120.4 6321.l 6325 .1 5119 .6 6158.8 63Zt 5tr1.9 6114 6116.2 5115 . 2 6115 . 3 6120 6121.5 6321.l 6121.9 6334.s 13s 115 229 208 419 505 625 922 98? 1016 1104 1151 141 180 235 352 425 524 644 861 1 005 105 0 1a23 116 { 6317.1 5 319 .4 5113 . 9 6f11,? 6t16.9 6l 14 .8 5119 . 5 612r.2 6)21.6 6121 5128.3 633?.4 Expan. Stsa n Val n VaI .o7196.04 3 SLa 286 Bank sEa: LefE RighL Lengtsbs: LefL chaf,nel RighL 195 286 235 ll 206 195 RighL Lewee SEaEion_ 1160 ElevaEion= 6321 9 CROSS SECTION OmPE Proflle $100-yr Coeff Con!r .1 Expan .07 BaDk SEa: Left 2SS RighE Levee RighL 352 01 2AB 0{ SEaEion- 1123 Lengtbs! Lef! Channel 1249 1ll5 Elewa!1on= Right L179 6728.3 ' E.c. Elew (tL) + ve1 Head (fr) r ts.s, Elev (tL) . criL H.s. lfE) . E.C.81ope (fElfL) . o ToEal (cf6) r Top Htdth IfL) r ve1 ToEal (fllB) r Max Chl Dplh {fE) r conv. ToEal (cfs) * LengLh WLd. (fL) r Min ch E] (ft) . A]pha r ErcEn bE6 (f E) . c & E hss (fL) r Element . Reach Len. (fE) . FIow Area (Eq tE) * Area {sq fE) r Ftow (cfE) r rop widLh (fE) * Avg. Ve1. {fLls} + Hydr. DepLh {ft) . conv. (cfs) * werEed per. (fL) r Shear (1blsq fE) r srream poser (]b/ft s) r Cum volume (acre-fE) I Cun SA (acre6l CoeEf ConEr .1 frannel + Rigbt OB ' 6109.14 * 0.82 + 610 8 .12 .6307.58 .0.006491 *12200.00 ' 132.12 . 5.41 * 1.32 +152426.1 , 205.74 r 5102 .30 . 1-80. r.s3. 0.06 LEIE OB 0.070 235.31 s27 .21 521.21 2695. 05 110-05 5 .11 4.79 13452.4 113.3? 0.040 206.00 542 .02 542.02 0 .070 19s.00 1191.78 119t.78 4215.38 512.61 3.51 2.24 52121.6 534 .3? 0 .91 1 .20 55 .88 13.49 CROSS SESION OmPE Protile fl100-Yr 5169 .58 90. 00 9 .91 6 .02 66650.1 90 .00 2.44 24.14 41 .52 6.07 . E.G. EIew {fl) I vel Head (fE) r H.A. Elev ( ft) . criE n s. (rr) . E.G. S10pe (EElft) i Q Toral (cfs) * rop wldth (fE) 1 ve1 roLal {rLla) . Max Cht Dprh (ft) r Conv. To!a1 (cfs) r Lengrh wrd. (fL) + Min ch El (fr) r Alpha r Frcrn hss (ft) *C&EhEE(fr) i 6120.30 * 1.55 | 6118.65 r 6t18-65 r 0 . 009925 r 122S0 . 00 . 488.21 . 1.12 + ?,15 .123264 .1 LEfL OB 0.070 1248.00 5lo .72 5lo .12 t171.36 115 . 01 6.21 1.44 t1B5l.5 111 ,24 2 .10 15,71 28.50 1.43 Channel r 0.040 r rl35 .00 , 450.91 * 450.91 i 6L32 -7\ + 64 .00 * 13.60 a 7.05 r 51558.9 + 64 .00 . q.J1 ' 59 .17 '58.?4 '8.41 r RighL oB 0 ,070 13?9.00 ?15.10 ?15.10 2913.91 t09.19 4 .16 2 .3! 29851 . ? a EIemenL i Reach Len. (fE) r Plos Area (Eq fr) . Area (sq fL) * Flo{ {cta) r Top widrh (fE) . awg. vel. {fEl8) ' HYdr. DepEh (tE) * Conv. (cfE) . weEred per. lfL) I shear lIb/sq tE) . SErean pover (tb/ft s) * Cun vo1ufre lacre-fL) a Cum SA (acrea) 1.88 9 .67 13 .63 1.20 * 6111.50. 1.99 warningr The veloclEy head has changed bv more than o 5 fL (0 15 m) A)iB nraY indicaEe Ehe need tor addiLional crosE secEiooB f,arnlng: fre energy loEs was greaLer Ehan 1 0 fE (0 1 n) ' beEween Lhe curreDE and prewiouE croEs This nay indicaEe tbe need for addiLional croBE seclions' Noier MutLiple criEical depEhs were found aL thls locaLion fre criEical depLb wiLh the loweat' surtace waE used.warf,Ing: The energy equa!ion could nor be balanced withln Ehe specified [uder of ileraElons The program;;ed crlLlcal depth tor Ehe Pater surface and conLinued on with the calculaLioos Barning: Divided flow conputsed for Lhis crosB section' warnin6, fre velociEy head haE changed by more Lhan o 5 fE {0 15 m) ThiB may indicaEe Lhe need ror addiEional cross secEions. warnrng: n)e energy Ioss Pas grealer Ehan 1-O -fE (O l m) beLeeen Ehe currenL and previous crosE TbiB nay indicaLe Ehe need for addlEional cross sections' NoEe: MulEiple criEical depEhs sere tound aL Lhis localion fte criEical depEh riLh Ehe lowesl vaIid,0aLer surface waa used. CROSS SECTION RIVER: Roarj.ng rork REACIII SEUdY REACh RS: 95.95r INPE Descrlp!ion I sLaElon EIewaEion Data SLa Elev Sta Etew 410 Sta Etev SLa EIev SEa Elev CROSS SECTION RIVER: Roaring Fork REACH: Sludy Reach RS 95 INPE DeEcripElon: x8-95 (cE) sEation ElewaEion DaLa !0.17 51 .59 1t .18 95.98 104 .99 109.94 6.54 49 .8 61 .11 91.46 102 ,5l 707 -A2 0 6t57.08 6)56.21 5348.51 6112.21 6107 .54 6fo4.52 5106.12 6105.2 z.5s 6754 .56 7 .12 41 -95 100.94 lo1 .54 112 .09 5350 .5 6112 . 11 6111 . 04 6103.88 5106 .15 6105.49 .86 0.55 50 .94 66 .56 95.45 r01.51 109 .76 6145.42 6112,35 6304 .2 5104 .66 5105. 9 5305.1? 11 6354 . 01 51 6340. 84 71 6712.75 1S 5304 .16 81 5105 .56 56 5105.8 94 6104 .08 5353 .4 6311.84 6712 -45 5304.14 6106.21 6105.53 5304 .86 56 .92 a2 .26 54 IIIIIIIIIIIIIIIIIII 112.{ 120 .58 L21 .94 114 .89 140 .7 150 .59 154 .95 220 .4 22L.OB 222.51 221 .96 240.L2 250.41 299.25 299.5s 321 .01 116.48 340-19 341.44 345 .4 350. 11 s38 551 581 599 601. 620.9 633 .8 554 .1 580 .4 6104 .82 6303 .93 6301 .17 6foz.27 6300. g9 6299 .64 5299 ,52 6299 .45 6299.49 6299.51 6299.6 6101.9 5103 .l1 5301.57 5101.05 6102 6101.19 6302.14 6102 .26 5302.42 6303.24 6l0l ,75 5104 - 31 5104 .5 6105.22 5104 ,99 6to4 -99 5fo4.62 5104 .5 6)04.16 6104 .91 6305.1{ 5105.44 5305 . l8 5304 .15 6305. S4 6109.11 5r10.17 5311 .94 5111 . 7 631r.71 5111.r1 6t11.59 6311.63 6311 .5l 6311 .61 6111 . 5 611 1 .2 6111.51 6312 6112.36 6712 .27 6)L2 .91 6304.18 6103.64 6102 .7 I 6t01.84 6299.1 6299 .6 6299 .47 6299.44 6299.5 6299.51 6299.66 5702.65 6301.41 6101.28 6702.22 6301.15 5301.46 5301.49 6301.55 6702.1 6)02 .14 6301.52 5103 , 82 5104 .36 6l05 . l4 5105 - 0? 6304 .9 6104.82 6104.59 5l04 .6 116 .89 724.24 \3r .12 131 .15 147.93 154.42 218.68 221 22a -28 225 -65 211 . 15 254.75 292.12 6t04 .2 3 5303 .6l 6102.1 5101 .55 5299.51 6299.54 5299 .41 6299 .49 6299.5 5299 .54 6299.1 6J02.66 6301 .75 6304.07 6301.2 5102 .61 5t01 .02 6299 .64 5299.52 6299.49 221.O1 6299.49 222.06 6299.51 226.86 5299.56 236.52 5307.71 255.22 6)02-65 286.38 5303.63 299.21 5101 .O1 120.45 5101 .85 3ll.43 6301.29 140.11 5301.45 141.85 6301.54 l{4 . g1 6101 .74 148.51 5102.01 )62.18 6102.41 158.93 5102 . 91 782-25 6302.5 t06 . 75 6302 .23 405.51 5301.?2 411 -5 6102.L2 417 .11 5102.24 421.96 6302 .4 4ll .95 6301 .21 438-94 5f03.72 {43 .3 6104 . 12 446 .55 6304.42 466 .74 5305.25 419.49 6105.O4 525.49 6704.9 5{5.?1 5104.79 579 -17 6704 .5 596 . s2 5304 .7 605.?3 6304.9 618.09 6105.1 511 - 15 6305 .38 652 .34 6305 .46 512.91 6304 .16 704 .71 5305 .31 736.71 6309.15 ?46.1{ 6310.0? 194-52 6312.01 s21 -25 6111.7 861.16 6111.72 851,39 5311.? 854 .69 6311 .7 874 .86 6311 .65 s87 .01 5111 .54 895 .57 6111 .62 906.17 5111.51 911.6 6111.2 912.82 6311.29 920.1{ 6311.88 949 -99 61\2 .15 955.53 67!2 .25 962.16 6)L2.66 958 .9 Slrl . 2 9?1 .55 6313 .21 986 . 07 5l1l . ?5 LO25.17 5314.47 1059.82 631{ .95 111S.31 5114.94 1123.18 5314.{5 1124.12 51r4.38 L126.52 6314 .5 298. t2 6301 .11 119.43 5301.95 331.04 5301.1 3{0.09 530r,45 140.94 6301,49 143-69 6301.66 l4?.29 5101.94 )59.61 6102.21 158.31 6102.92 181.95 6302.51 185.51 6302.2{ 401.74 6101.92 4 13 .29 6102 . 1 416 -37 6302 .2 421 -O7 6102 .f3 413.4 5l0l-17 418.85 6303.?1 442 -41 6304 -04 445 . 53 5104 . { 451. 16 5105.33 478.86 5105.04 518.35 5104.9 544.?8 5304.81 570.07 5304.51 592.88 6304.61 604.5 6104.79 5 12 .66 5l0s .07 629.64 6305.l1 650 6105.45 669. l3 6104.91 699.49 6704.12 725.56 6105.88 744.96 6110.04 118.41 61LO -92 82? . t1 6111 .59 860.7 6317.12 B6l.1B 5311. ?1 g5{,42 6311.7 87{ 6311.5{ 885.04 6311.5{ 895.07 5111.62 904 .87 6111 . 53 908.93 6111.4{ 9t2 -55 5317.26 919.06 6311-S7 915.02 6312.3) 956 -49 6312.24 960 -25 61L2.42 967 - 15 5l1l . r 6704.71 6t05 . 05 5105.25 6305.47 53 05 .21 5104 .15 6305.85 5309.9s 5t10.56 5311.5S 5111 . 71 671t.7 6111 . 7 6311.65 57Ll.62 5311.53 5111.s6 5111.48 6 311 .2 5111 . 81 115.42 124 .12 111 .5 tl7 . o4 146 .55 153.69 158.68 220.14 221.24 223.16 2)0.L1 254 .58 272.41 295.51 115.1 725 -62 319.85 340.91 141.61 420.L9 42A.11 435.87 140.72 445.9 460.08 471 -12 5t4.92 544 -2 56L.12 591.8 603 .51 611 .54 621 .3 647.59 560.49 591 .95 122.49 718.72 766.02 s19.56 856.92 862.98 853 .8 a?1.L2 880. 6S 890.91 902 .96 908.18 911.71 91? .65 94{ .37 952 . s9 959.84 965.87 970 .59 914 .A8 1002 ,88 1042.21 tto2 .11 1123.08 112t.8S 1t25.41 11{ .25 510{ . 54 121 .75 5303 .67 111.5 6302.?3 115 .0s 5102 . 09 \45.91 6299.42 L51.78 6299.62 155.32 6299.5 220.6 6299.49 221 -16 6299 .q9 222.94 5299.51 229.7A 6299 .65 242-95 6302.05 269.8 5303.17 291.16 5103.35 104 .05 5102.81 118. 86 127 -12 112 .05 140.21 !49 ,74 154 .91 220.26 1115-53 6315.2 1115-61 5115 21 1118.15 6315.22 r146 5? 6315 19 11s2 22 5315 18 11sZ.s7 5315.18 1158.s9 631s.15 1156 97 531s 1 1168 0S 6315 09 1159 59 5315 07 irii.ie e:rs.or t1?5.21 6115.01 11?6.17 5ll5 1177'ol 6115 01 1177 98 5115 02 1178.56 5l15.Ol 1191.5? 6115.19 1200.51 6313'59 1220 1S 6117 01 1211 S1 6115 85 Manning'E n valueg sta n val SEa 5 sEa n va] sEa n val sta n va1 o .07 145.55 o{ 231.15 .051 285.18 07 1231.81 Bank 8La: Lett 145.55 RighE Levee Righr LengLh6: Lef! Channel RighL 21! -15 235 . 33 205 195 sLaEion=1087.S4 Elevatsion=5115.74 Coeft Contr .1 Expan. .l CRoss SECTIoN OEPm Profile S100 Yr 163. l?o. 792 . 393. 406 . 414 , 418 . 425 r E-c- Elev I fE) l vel Uead (ft) * f,.s. Elev (fl) r criE B.s. (fL) + E.G. slope (frlfE) * e ToEal (cfs) + Top widEh (fE) + ve1 Toral (fLls) r Uax Chl DpEh (fE) * conv. ToEal (cfs) i LengEh HEd. (EE) r Hin Ch E1 (rL) * AIPha. FrcEn LoEs (fE) rC&Ehas(fE) 346 .75 6101 . 9 159.54 5)O2.24 168.02 6102.89 316.a6 6702 -19 384.1 5102.39 400 . s3 6l01 . 9l 412-94 6102.04 415.54 6302 .19 53 01 5101 6101 6301 63 01 6302 6302 5302 81 46 64 19 l1 5S 92 48 19 2g 95 48 B1 .4 34 12 5311. 6311. 5113 . 6f 14, 5115 - 5314. 6 314 123.9 5301 .58 338 . 55 6101.4 340.1 5301.{5 143.51 5101.65 145-9s 5101-83 152.17 6702.35 355 . l5 6102 .59 312.44 6302.9 384 . 13 5102 .4 395.77 6301.9S 412.3 6102 4t4 -6) 5302.L6 4!9 -51 6102 .29 427 .L2 6702.59 {34.85 6l0l.12 419.16 6103-?5 445 . ?? 630{ . ls 454-45 6304.96 472 .85 6105. t5 512. 84 5104 .91 5t9 - 66 5104 .97 558 . 84 6304 .52 582 .52 6304 . 51 502 .45 5304 . 78 610.17 6305 521 .?2 5105.19 635.23 6105.45 555 .45 5105 . l6 684 .67 6304 .15 716.36 6105.85 738.19 5109.91 754 .28 6110 .19 go2 .57 6111.79 856.?9 6311.71 852.54 5111.?1 861.57 5311.71 865-83 5111.? 880.55 6111.52 890 .07 5111 .51 901.15 6111.58 90s.17 6311.48 9t! -67 6111.2 917.15 5111.7S 935-1 6112.19 951.91 6112.15 958 -44 6312 .12 954 -91 63L2.96 959 -61 6311.11 972 .48 5313 .46 1001 .04 5l1l . 95 1041.34 5114.51 1097 .6? 6315 . 55 1122.26 6314 .55 1121.87 5114.{ 1125.1 5114.19 1110.19 5114.8 1 610? .55 r 1.{0a 6706.15+ 5106.15 r0,00s559 .t22AO .OO . 657 .04 r 5.55 , 6.69 *112715 .0 a 6299.41r 2.10 Lef! OB 0 .070 235.13 180.51 180.61 . Elenent r Reach Len. {fE). Ftow Area (€q tE) . Area (sq EEI r Flow (cfB) r Top HidLb (ft) . Avg. veI. (ftls) * Hydr. Depth lfE)+ conw. (cts) r FerEed per. (f!) . Shear (1b/sq fE) r SEream porer (lb/ft s) + Cum volume (acre-fE) r cum SA (acreE) 754.71 16.22 4 .18 2 .31 8158.1 11.69 7.21 0 .040 206 .OO 561 .31 55t ,31 6851.59 8{.50 12.16 5 .66 Channel Righr oB 0 .068 195 .00 1129.59 1129.59 461 I -65 496.22 {.14 2.28 50517.5 491.25 1 .2L 5.02 50,68 31. 19 ?4059.0 8{.61 3.55 43.21 40-91 5.55 5.19 at _72 3 .10 !arning: fre energy equaEion could noL be balanced eiLhin Lhe specified nua$er of iEeralions The prqramused-cricicaro.ptnr".EhesalersurfaceandcontinuedoDwiEhLhecalculaLlonE. warning, biriaea flow computed tor Ehis cross-6ection aarning: The energY loss *as greaEer Ehan 1_0 fr (o l m) beEreen Lhe currenl and prevlous cross ThiE may indicaLe the need for addiEional crosE secLions' NoEe: uultipt; criEical a.pt1",... found at Ehis locaLlon The criEical depth wiEh Ehe lowest surface eas used. CROSS SECION 101 RIVERr Roaring Fork RSCH: SLUdY Reach lNPUT Description: sEaEion ElevaEion Dala SEa Elew Sla RS : 95. 9+ EIev SEa Etev Sta Elew SEa 462 863 s65 979 889 s98 90? 911 0 4,4 3l 40.62 61.92 61.91 7t.47 14.41 79 .49 5306.S5 6305.31 5103.59 z .41 31.1 31 .55 54.5 66.88 1t.25 14 .27 ,57 5135.14 5-5? 6310.55 13.75 5t11.57 6l14 .1{ 5329.21 6311.61 510? .4 5107 .02 6100.53 6299 .)4 6295 .99 6296 .75 6295 .65 6296 .69 5296 .12 6295 .92 18 .15 04.52 8?-{9 92.99 103.48 111 .81 15t ,51 156.13 158 .12 L67 .7 2 2 .05 5l3l . 81 l1 . 01 5325 .17 34.1 631r.51 51.?8 610?.13 65 -46 6301 .32 70.01 6105-55 14.17 6304.13 77 - 45 5l0l .36 82.)2 6302.06 a1 .21 6700.59 9t-25 6299.01 99 -85 6291 .O5 112.54 6296.19 151.15 6295.64 156.01 6296 .51 t55 -51 5296.71 165.11 6296.19 Elev 5113.44 6311.19 6311 .61 5301 .29 6lo7.51 6106 .08 6104 .67 5l03 .01 6301.l7 6335 .66 6131.59 6111.51 5110.09 6106 . ?5 6301 .!9 5305 .99 6104 .5S 5)O2.11 6301 .3l 5299.88 5294.19 6295 .98 6296.15 5296.65 6296 .69 6295 .1) 44 .15 5309.1 61.24 6701 -01 68 .58 610? .3 72-12 5305.39 75.69 6304 .02 81 - 99 5302 - 15 87 .13 5300.52 90.16 6299 .\9 95 ,69 5291 .2 107-56 5296.95 tl6 .64 6296.74 155.21 6296.61 156.72 6296.67 L59 .89 6296.1) I 7 l4 41 5l 69 12 76 .69 .13 ,1A .55 .59 .56 .84 .41 90.o 6299.1 97.09 6297.O9 att.11 6295-91 r2t-!5 6296.64 155.55 6296.61 156.t8 6295.7r 161.51 6295.13 964. 969. 971 1000. 1026 . 1087. 1119 . tL2) . 1L24. t129. 63!2.29 6312.t8 6312 .36 5311 .02 6!12.91 6373.52 6113 .98 6314 .24 6115.65 5314.4? 6314.4 82.23 510?.08 87 . 19 5300.6970.9 5111.03 914 .96 63\1.52 1024. I8 6114.41 10{9.1s 5114.65 tao6 -29 6315.62 1121.36 6114.{5 1121.9 5314.4 84_75 89. t? 91.22 105.3S 111 .9 154 .81 155.1? 759 .256114.{1 1126.29 5114.48 1110.79 6114.S3 1aa4.27 6)L5.1 1114.61 6l1s.ll IIITIT-IIIIIIIIIIIT 114.37 6291 .02 196.96 5299.56 212 .68 6tO0 .59 233.1 5300-54 251.21 252 -25 21 2 .16 271 .OB 275.46 218 .27 289.5 296.99 304 .16 311.34 125.55 336.59 ll8.89 742.99 350.55 357.69 150.55 155.56 l?8.15 393.71 426.51 452.13 467.43 491.3 504 .61 511 . 71 525.6 54t.{9 554 . S6 587 - S9 509.88 621 .85 641.91 695.1l 125.06 711 . 41 714 .11 142.35 149.Ot 758.01 768.66 713.21 716 -77 7SL .62 805.18 aL2.42 818 . 82 82{ . ll 828.18 812.07 856,11 891.46 944.29 962.15 963 .45 964 .85 959.54 9?6,Ol 5298.13 6299.61 6300,?8 6300.29 6299 .14 6299.34 6298.06 6298.01 6295.21 6294.45 6299 .48 5301 - 93 5302 .37 6302.9 5l0l .54 5301 .51 6702 .1 7 6l0l . ol 5104.99 Coeff ConEr ,1 Bank SEa: LetE RighE LengEhs: Lett Channet Right 97 .O9 116.7 2)5.71 206 195 RighE Levee 6!aLion= 9E7.95 ElewaElon= 6109.33 cRoss sEcTroN oUTPE Profile 11100-yr kpan169 , 91 6296 .9 184 .21 6290 - 5B 172 -16 196 .71 210.38 270 .97 240.58 25S .08 27L 272.54 275 -39 271.53 281.51 294 .63 100.88 311 . 19 121.45 316 - 02 138.08 342.4 149- 1 155.91 359 . A8 165 .54 113 .2 389.43 424.67 4{8.33 465 -21 486.11 501 .59 510.49 522 .45 5ll -48 550.41 5?6.14 60{ .1l 209 -2 226.65 275 .61 255.55 269 . tA 272 .45 275.31 277.04 281.19 291.l1 299.53 309.9{ 119. {4 331 .25 117.15 3rt .29 141.4 155. 359. 155 361 ., 3S5. 405. 447 . 46{. 485. 501. 508. 519. 5lr 549. 512 , 596 . 621. 635. 616. 702. 7t2 . 713 . 7)5 . 147 . 756. 765 . 6301.81 6302.19 6)02 .44 6l 02 .58 6102 .17 5101.08 6302 .14 6302.48 6301 . S5 6301 .53 6302.02 6102.42 6303 6103 .51 6!03.47 6302 .54 6tot .28 62! 611 Uanningrs l1 values sLa n val sLa 6291.09 5299.57 6300 .8 6300. l2 6299.22 6295 .19 6298-08 6298.05 5298 .15 6298.18 6295.92 5100.7 6300.92 6300.7? 6101.05 6101 . 57 6301.58 610r. ?8 6302 .15 6702.44 6302.56 6302.12 5lo3.1S 6302.49 6302.45 5102.15 5101 . 71 5101 . 8 6102 .14 6302 .7S 5301 . { 5301.55 6303.12 6)02.62 6103 .25 5l05 .37 6105.55 5105. B3 6305.64 6105 . 61 6105.61 5105 .5 6l05 .69 6105.73 6los.57 6305.37 5305.01 5106.07 6306 .35 6105.89 5305 .96 5305.9 5305.97 6707.37 5l0B.2t 5l08 .5 5109. tl 610? .34 6301 .24 5107.45 6108.8 5309.12 6108.98 5108-78 5109.55 SLa 225 n va1 Sta n val .o? r058.62 .0? Elenent Reach Len. {fE) EtoY Area (aq ft) Area (sq fE) Flow {cfs) Top widLh (ft) Avs. vel. (fllB) Hydr. DepLh (fE) Conv. {cfs) EeEEed Per. (fE) shear (lb/sq fE) SLream Power (1blfE s) Cufl Volume (acre-fr) cum sA {acree) Channel + RighE OB 0.040 * 0.066 206 .00 ' 195. O0 5100.4 5100.74 6100.27 6299.1 5298.11 5298 .06 629S.L4 6295.24 629A.59 6299 .19 6300.85 5300.91 5100.66 6301 .14 5101 - 62 5101.73 6297 .O1 6294.71 5300.46 5100 .55 6100.01 6295.9 6298.1 6298,05 6294.15 6294.25 6295.13 6300. 09 5100.9 6100. g8 5100 .73 6299.17 6294.5 6298.09 6299.07 629S.15 6294.75 6298.97 5100.54 6301 r E.G. Elew (tL) . vet Head (fE) * tr.s. Elev (ft) * criE w.s. (fr) r E.c.8Iope (fElfE) * e Toral (cfs) . aop xidEh (fL) . vel ToEal {fEle)r Max CbI DpEh (tr) r corv. ToLal (cfs) * Lengrh tsEd. (tL) + Min ch EI (fE) * Alphar FrcEn hsE ( f E).ceEhsa(fr) .5305.57 . 1.50+ 5103.96 + 5103 .96 *0-008195 r12280.00 * 540 .9Sr ?.lo 176 .1 19?.11 22L.24 235.15 254.14 266 .14 212 .15 27).1 215.51 279 -1 299 .62 291 .25 109 .25 313 . l1 32S.48 116.9 319 . 61 )a3.16 154.63 159.{1 162.57 155.21 119 . l1 !94.1t 429 .51q52.44 475 _ 14 495.25 505.58 5L2.69 521 .61 545 .51 562.66 509 ,26 613.12 629.1q 558 .86 701 .78 73r.4 1S1 .0l L91 .53 225 235 -11 255 .04 266.49 272.t9 213 .91 21 6 .52 219.78 292.01 291 .78 109 .51 311 .5 ll0. 05 ll7. 09 340.85 6t00. 88 6l00.ss 6301.54 6301.67 6301.?5 5301.95 6102.14 6102.16 6302.1 5101 . 19 6)02.91 6702.49 5102 .18 5101 .8l 6301.?6 6t01 .39 6301.64 6301. ?5 6301.89 5702.24 6302.44 6702.59 6303 .01 6l0l - 01 6102 .51 5702 .44 5301 .85 5101 . 51 6302.08 6102.61 6l0l .15 6303 .52 6303 .45 6302 .5 6103.25 5105.31 6100.13 5300 .92 5lo0 .76 6t01.01 6301.6 6301.?1 6101 .84 610z .19 6302.44 6)02 .59 6302 .73 6103.1 6102 .87 6302.q 6102.11 5301.54 g4 54 5l 64 61 .1 13 5l -9 o1 09 l4 8S 32 * 1.12 r 114028 .5* 201 -91, 5296.64. 1.94a 1.17i 0.15 LefL oB 0.070 235.ll 10 -91 ?0.91 356 . S5 21.21 5.03 3 .13 1894. S 22.40 1.66 8.35 11 .04 I .44 570. 10 570.10 12f7.95 19.2t 12.69 1 .20 78911.1 19 .23 3 .11 47 .41 15.23 5.25 1041.73 10{1.71 {591.30 440.{9 4.50 2 .)6 5L202 .6 4{1.40 L21 5.57 45.92 29.09 146.22 155 - 11 359 .51 l6l . l5 166.49 384 .03 395.21 415 - 83 453 .55 483.69 498.46 507 .41 51?.48 528.99 541 .65 565.81 591 . g5 622 .01 6305. 5304 5305. 6f06. 6305. 6105. 6105. 17 51 14 95 o2 93 92 .9.l o8 26 34 35 741 .89 754 .59 162 . 15 172.02 116 .25 117 -36 ?81 .98 010 .04 815.89 s20.86 a26 .g 429 .14 841.9{ s16 .94 906.91 958.55 951 .02 96) .65 96s .75 972.91 998.44 1001.76 1011 .15 1058 .62 711.59 714 .68 141 .12 152.O6 16t.71 770 .15 11t .97 111.1) 781.55 808. t9 81s - 86 819 . 17 EZ5.26 B2S .56 912.14 8?5 .55 a91.11 941.95 952.99 967.41 965 .58 912.61 983.46 5305.51 5t05.61 6305.62 6105.12 5105.62 6105 .47 6304 . 91 6306 5106.35 6306.t1 5105.85 6106 .81 5306.94 5107 .l1 510?.85 5309.21 6309.13 6307. t8 6301.25 6107 . 11 6308.21 6)09.01 6302.09 6102.72 6301.29 6301 .58 Slol . l5 6302.5 5301.25 6105.t9 6t05.52 5305 .85 5105.66 5305.61 630.38 6305.37 571 .05 6305 . 15 6305. 6305 530s. 6305 - l4 6305. 9? 5305.66 5105 .51 5105 .54 5105.54 6105.62 5105 .12 6305.5? 5105.4? 5304 .91 5105.95 6306 .35 6306.31 6105.46 6106.7s 6106 .98 6301.23 630?.83 5108.42 6fo9.29 6301 .52 6101 .25 6107.25 6lo8 .14 6309 .03 5109 - 09 530S.83 6108-87 warning: fte energy equaEion could noE be balanced wiEhin the Epeclfied.unber of iteralionB. The prqram used criLical depEh tor rhe uarer Burtace and conLinued on siLh the calculaEioos warnlng: fre energy loss waE gleaEer rhan 1.0 tt (o.l m). betreen Ebe current and previouE croBs Tbis hay indicate the need for addilional cross sectsionE. warning: During lhe BEandard step iEerationE, when tshe asEumed waLer surface sae eet equaf Lo critical depEh. Ehe catculaLed watser surface caEe back below crl!ica1 depLh- This indicaLeE that noE a valld €ubcriEica] ansoer' The program defaulted to critical depEh. NoLe: MulEiple criLical depEhs were tound aE lhis locaEion. fre criEical dePEh rith the loseEL wa1id, water Eurface was uEed, CROSS SEMION6305 5305 6305 6305 63 05 6305 510 5 6105 6305 5105 2L 34 o7 8l 6l 64 5l 62 72 13 49 91 51 121 . ?13. 7ll . 715 . ?48 151 751. 711. 116. 781. 701.91 5305 711 .98 530s 11).71 5305 734 .91 5105 INPM DeEcripLion: xS-95.85 {47' US of Bridge SLalloD ElewaEion DaLa 149 SLa 81ev Sla Elev Sla SLaLion 4 ) EIev RIvER: Roarlng Fork RBCH: Study Reacb RS: 95 , g5 111 SEa Elev SEa Elev116 114. 189 . 811 . 815. 422 626 829. 854 811. 6106 .2 5106.31 5l05 .87 6306 .7 5307 6307 .tZ 6107 .83 510s.25 6309 .28 6tos,09 6301 .25 530? .15 6107 .91 6309.01 6109.16 6l0B .8l 6108.?5 197 s11.82 817 .58 821.29 827.13 s29 .96 855.14 890 .67 940.35 952 .02 961.44 964 . sl 969 -2 974.68 99{ .06 1004 .72 1021 .14 6107 5107 .08 6101.62 6108.24 6305.12 6309.22 510? .3l 5101 -21 6107.49 6308 .85 6309.16 6108.9{ 6304.17 6309 .4 1 5114.06 6112.49 6110.85 6to9 -41 5t07.{9 6t04 .57 5102,19 5299.55 5295.4 6295.49 5294.12 6110.9 5310. {3 6308.49 6305 .58 5103.49 6300.62 6295.49 a 6714 -24 2.16 53a2.SS 16_56 5310.88 31.03 5109.49 l4 .11 5107.I 35.74 630s.49 31.52 5302.97 {0.19 5100.49 42.82 6295.47q5.55 6295.66 51.22 6294.11 12.12 6293.97 89.21 6291.84 91.25 6291.84 95. 88 6291 . 94 171.81 6294.2 110.46 5295.49 L50-96 6291.55 L10.6f 6291 .79 188.85 6296.{9 199.54 6295. l9 204.64 6294 .61 205.91 6294 .5 .28 2 .18 16 .81 1t.2 14 .15 35 .19 ls 41 .52 42.93 45.14 60-07 12.55 89 .81 91.48 96.83 116.14 119 . l4 152 .95 !72.55 189 .53 201.87 204.1 201 .ts 1.01 6311.62 5 .4 53r1 .49 26.39 6310.49 t3-lr 6308.52 15.05 5105.49 15.s4 6304.15 19.2 5301.49 42 -15 6298.s2 44.55 6296.75 41.64 6294.19 59.06 6294.21 8{ .0l 6293 . B1 91.01 5291.S6 91 . B5 5291 .91 104.95 529{.01 121.45 6294.49 r)9 -91 5296.53 155.05 6297.91 113.51 6291 -C9 192 26 6296.22 204.45 6294 .72 205.25 6294 .64 201 .3L 6294.64 5306.62 6104.49 5301.95 6299.49 6291.49 6294.55 6294.21 5291.9r 6293 .85 5293.91 6291.94 6294.t8 6296.49 5291.92 6297 .52 6296.18 1.5 21.61 12.12 l4 .96 l5 .44 l8.5{ 41 .59 4l_85 a7.44 51 .14 16 .96 90. ll 9l .12 99.27 118.5 139.4? t6) .62 117.46 190.07 203.45 204.18 207.25 83 6l1l. ?l r.21 63Lt .49 1. 9. 67 L 8. 95 9 96 96 63t2.O4 5l 10.66 6309,09 6294.4 6294.65 5294.64 6295 5294 6294 629! 6293 291 291 291 295 49 42 02 al 88 93 08 25 {9 75 21 49 .1 62 54 973 998 100 s 1011 1001.45 5109 1009.71 5308 r011.02 630? 01 1002.42 79 1010 _ l2 9S 1048. 37 6297.97 629! .Bs 629).46 6293.94 6294.79 5296.44 6291 ,7 6297.53 6296 .42 6294 -9) 6291.61 6294.67 5295 294o791 .09 04 I76.3 05? IIIIIIIIIIIII-IIIII 20s.23 217.05 222 .11 225. !5 218.25 250.71 250 .51 263.93 26A .58 216.)4 280.35 295.L9 291.94 309.? 146.17 370 - 78 389.71 405. ?4 411.87 425 .69 441.21 467 .1 507 .41 520 - 85 516 .92 60f .5 604.29 506.01 6t7 .25 62t .52 634.36 638. 35 641. 04 547.25 568. ?6 675.25 6?9 - 55 684 .19 689.27 126.91 ?99 . )4 s02.98 803 .49 80s at2 .15 Bts. 93 841.51 20s.6s z\2.21 223.91 272 .t6 218.39 2s5 .62 26L.25 264.31 271 -01 275 ,91 280.{1 285.41 291 .06 311.05 356 .44 171 . 61 395,8 406.57 EL2.72 426.54 6294.1 5294.99 5291.49 5299.2 6299.)6 6100.49 5101 . 1 6301 .2 6101.2 6101 . 15 5301.13 5301.04 6301.03 6100.71 6299.97 6299.1 629A.92 6299.49 5300 .49 5101.59 5301 .55 6100 .81 6100 .56 5100.48 6299.6 5299.55 6299.55 6299.57 6299.61 6299.81 6299.5 6299.7L 6295.45 5100.29 6100. t4 5299.41 6100.49 5300 .85 6101 . 1 6302 .OZ 6300.49 5100.1 109.7 219.47 225.95 216.59 2{0.08 259.75 261.53 265.27 212 .31 278 _51 2AO .99 285 . B9 301.l2 321.2 150. {5 l7l .5l 797.62 409 ,2 416. S7 429.92 445_4 q83 508.97 554 .37 599.2L 503.99 50{.94 612.25 620.68 629.34 531.21 6{0.96 543.44 652 571.59 676.12 581.66 656 .23 697,81 154 .t? 4o2.42 603 .03 s04 .24 810. 95 820.35 8l?.91 844.85 6294.11 6295.49 529S.39 6299.)1 6299.29 5300.78 6301 .12 5301.21 5301.18 6301.15 6301 -11 6301 ,04 5100.96 6100.49 6299.53 6299.06 6298.91 6299.85 5100.7 6101. s2 5101.5{ 6100.75 5100. 82 6300.19 5299.6 6299.55 6299 .56 6299.56 6299 .1 4 6299.55 6299.54 6294.6 6299,49 5300.19 5)00.21 5294.4 5100.55 6100. 92 5101.49 6302.49 6300.29 6300.1 5100.21 6302.49 5301.04 6302.81 6102.49 6294.5 629s. sS 6299.49 6299.34 6299.12 6300.99 5101.15 630L.22 6101 . 13 6301 .16 5101 .09 6101 .04 5100.95 5100.08 6299 .49 6299.71 6299.ls 6299.92 5100. 87 6301.8 5301.49 6300.65 5300.69 5299.91 5299 .56 6299 .56 5299.57 6299.58 6299.77 6299 _44 6299 -49 6294.61 6100.12 6300.51 5300-25 6294 .68 6294 .57 5296 .99 6299.19 6299 .76 6299.84 5301 .08 5101 .18 6101 .2S 5101 .14 6301 - 14 5101 .03 6l01 .05 6700.76 6299 -9 6299 .t 6294 .75 6299 .4t 5300.4 5101.49 5101 .63 5101 . 06 5100 .62 5300.49 6299.97 5299.55 6299 .57 6299.54 6299.61 5299 .61 6299.68 6299.45 6295.61 6100.21 6100.37 5299.49 6299 .9S 6100. g1 5101.1 5101 .99 6301 . l1 5300 .11 6299.95 610t.49 6302 _45 6102.91 5102 .56 ManDing's n values SLa , va1 2to.12 22t.64 226.64 2f1 .L1 241 .L1 6294 .42 6296.19 6295.55 6299.11 6299 .49 zo9 .71 219.51 226.15 215 . 81 245.)9 260.24 262 .21 265.79 215 . g6 280.03 282.74 255.\3 303 .45 118 .1 150 .9 187.6t 400.4 408.94 419 .02 430.12 449 ,24 260.51 5101 .04 262.86 6101.15 255 .45 630L.24 276 .2A 6301 -14 280 _ O9 6101 . 16 287.42 6301 -O1 245.91 5l0r.04 105.99 5100.86 740 .72 6100.O2 361.51 5299.46 189 .05 6298 .75 404 .91 6299.79 470.BZ 6300.22 421-17 5101.1 419.39 6301.69 46{.45 6301.11 495.88 6300.63 514.61 5300.58 516 -56 5299 .98 603.44 5299.55 604.11 6299.51 605.O5 6299.51 6t6 .27 6299.61 524 -12 6299 .S 512 .99 6299.15 518.3{ 6299.45 641.01 5298.61 645 . 5S 5100 - 19 655.98 6100.41 675.23 6299 .5 61A.r 6299 .49 681 . l7 5300.7 686.92 6300.95 109.24 6107 .7t ?98.79 6101.49 s02 .55 6100 .22 801 . 21 6300 .04 BO1 .23 570t.21 slt.92 6fO2.82 829.53 5101.04 842 .22 5)O2.64 Alpha PrcEn hsa {fE) C&ELoa€ (tL) 2.ol r sLreEm Power {lb/tt s) ' 0.18 + Cum Volume lacre-fL) 0.07 + Cum SA lacreB) 4.24 0 .75 3.35 30.59 35.49 4 .90 7 .21 40.25 26.74 RIVER: Roaring Eork REACH: 6tudy Reach NoLe: flutEiple critical depEhs were found aE Lhis locaEion. The criEical dePEh Yith Ehe loweEE, Burface sas uaed. CROSS SECTION RS: 95.75 INPU DescripElon: XS 95.75 (10' Ug of Brj,dge sEaEion Elevation DaEa num= 400 SLa Elev EEa Elew sEa staEion I ) Elev 444.59 419 . 02 508.1 529 .61 599.11 60t .84 604 - 46 611.58 517.35 625.16 6t5.82 614.92 541. g9 641.61 670.19 6?5.3 581.07 585 .25 589.ll 128 _L2 BO1 .79 801 .02 BOI .96 BO8. l 417.92 815 .7? 84{ . l3 491.9 511 .71 576.45 602 -6 504 .15 505.14 612.91 622.t9 6fl.22 538.15 640.98 545.l5 658.9 512.25 611.79 682.39 686.73 709 .03 799.6 802 .61 801 . 04 805.0{ alt.22 824 .93 842.1B 885.41 5l15.9l 5l1l.5t 5311.49 5109.78 6307 -51 6306.49 6304 -2 6301.49 6298. 85 6296.54 6295.21 6294.1 6294.01 5293 .59 5315.49 6111.44 6110.49 5309.11 6307.48 6105 .4 9 6)02 .1 6300.49 5291 .12 6296 .4 6294.44 629!.94 6291 .63 6291.58 1 .31 3 .12 t2 .15 29. ll 12.72 35.55 3S.93 4l,79 44 ,51 {5.45 s6.07 56.89 8l .31 84.84 85. 88 85.99 a1 .94 88. 07 88. 35 s9 .34 726 .49 116.21 154.? 163 . ?9 t10 .26 175 .9 189.17 191.29 191 .91 2r1.1L 22q.gg 277.21 246 .14 251.4L 262 .54 290 .28 109-67 )29.54 t53 .6 l?6.09 191.04 400. 08 415.86 420.6 4JO.29 410.12 435 .25 491.6 501.96 511 . 12 5114 .85 6112.49 67L0.22 0 5315 .18 .21 2 .62 4.1 27 .65 31 .19 )2 .96 35.91 40.04 42 .95 45-64 q9.66 61.51 69 .21 84 .17 05 .21 85 -35 87-08 87 .99 88.1 88 .78 107.54 110 .2 4 144.44 15?.99 154 .89 l7 3 .72 180.1 190.61 191_4s 211 -89 227.54 228.56 219.61 248.96 260.04 265.12 299.51 312.38 f40 -72 374 _ t3 t82-11 395.S 406.2 411 ,2 429.99 430.51 431.05 438.{4 498.{9 505. 14 515.21 .l5 2 .14 4 .89 21 .49 tL.22 34.79 )1.75 {0 .63 43.39 45 .71 51.24 52 .58 82.02 84.41 s5.52 86.54 87.3 88-02 ss.22 88.95 111.5? 130.07 145.1S 158.57 165 .53 114 .2 183.51 190,85 191.62 2lt.5l 221.77 224.65 240.\4 252.58 260.16 269.49 l0l.2g t11.63 !42 -42 t75.l7 182 . 18 l9B . s5 408.39 426.4t 470.2 410.62 412.69 444.19 499.59 505 - 39 577 .21 5315.83 6311.49 6111 -29 5109-49 6701 .49 6305 .59 6301 .4 9 6100.97 6295.49 6296.49 6295.02 6294.04 6293.51 6293 .54 5291 -55 5293.5) 5293 .51 5291 .51 5291 .51 6293.52 5293.49 6294,11 6295.61 5296 .85 6296 .61 6296 .)5 6295.9 5294.51 6294.52 6294 .9 6291 -49 6295.42 6291 .64 6298.49 6299.87 5300.49 6100 ,21 5300 .05 6100 .28 6298.f2 5291 .49 6299 .4 5300.17 5300,85 5100.59 5100 - 57 5300 .54 6100 .54 6101 . l 6101 . 15 6301.38 5291.56 6293 .54 5291 .52 6291.51 6293.51 629).42 6294.2 6294.66 6296 .57 6296.91 5295.1) 6296 _19 6296 -06 5294.11 6294.52 6294.49 6291.45 5295.41 6291 .66 6291.71 6299.95 5300.49 6300. {9 5300.07 6700.22 6298. {9 5297.49 6299.04 . 19 5116 1.69 5314.{9 4.32 5111.88 15 . O{ 6110 .12 29 .88 6108.19 l2 .55 5106 .58 36.55 5104.49 l9 . 1l 5302 . l1 42.28 5299.49 45.34 6296.14 41.41 6295.49 56 -41 6294.45 67.9 6294,O5 84 .01 6293 .59 s4.46 6293.51 86 . 19 6291 .54 g1 .07 5291.52 87 , 96 6291.51 g8 . 08 5291 .51 88.49 5291.51 95.69 6293.49 L29.45 6294.49 741.51 5295.49 155 . 39 5295. 91 164 .)4 6295.76 171.41 5295.19 171 .5! 6296.2 \99 .14 5295.2 191.11 6294.51 199 . l5 6293 . 89 219.21 5295.49 229 .41 629S.43 2)7.4 6291.91 247 .79 6297.49 259 .9t 6299.82 261.58 5300.28 298.15 5300,49 311.95 6100.08 140.03 6300.21 755.26 6299.25 !19 -69 6291.49 194.41 6298.S7 40L -E 5299 .69 a1? .1{ 5300.84 {28.66 6100.64 {10-31 5300.59 430.9 5300.55 415 .5t 6300.56 {95 .54 6101 .27 504 .91 6101 . 34 511.25 6t01.38 58 7S 69 15 24 9S 59 16 84 29 95 96 45 5t 8? 69 05 l1 13 59 08 66 08 2 6 2A l1 34 38 41 44 45 5l 5l a2 84 85 86 g7 88 88 s9 121 6306.49 5t05 .91 5105.15 6102.49 6301 6299.93 6297.49 6296.15 6294.49 6291.07 6293.61 6291 -51 6297 .54 6297.52 6297 .51 6293.51 5293.51 529).54 6294.29 6299.14 5300.51 6300.95 6101.7r 5l0l .04 5f,OO.2l 6300.09 5loo,49 6302 - 58 6301.14 6102.64 6101.95 6298.23 6291 .45 6299.49 6300.49 5300.59 6lo0.59 5300 .56 6300 .55 5301 .15 530r. l1 6301 .35 6301.30 channel 0. 040 37.00 587 .50 587 .50 6493.11 73. B1 11 .05 1 .96 86979 .9 73.84 2 17 5295.7 5296 .92 6295.18 6296.AA 6296.24 6295 .49 6294.51 6294.19 5296.05 6297.12 6298.16 6291 ,49 6299.49 6300.24 5300.5 6100 .12 6100 . {5 6299.49 629S.18 6295.49 5299.56 5300.87 6300 .65 5300 .59 5300.56 5300.56 6t01.19 6101.ll 6t01 .3? 134 149 t62 1?0 114 - 71 185 -58 t9t -21 191.67 2L4 -51 221.99 229.91 211.24 256.56 261.94 279 .25 309.l3 32t.07 744.91 375. 86 185. l2 f99 .37 412.96 424.21 410.25 430.68 43{ .59 492.41 500 .47 so?.29 517.55 6291.55 5291.51 5291 .51 5293 .51 5293 .51 6293 .51 6294.75 6295.49 6296 .16 6295.19 6296.49 6296 .73 6295.55 5294 .52 6294 .51 6295.49 6291 .53 5298.34 6291.49 6299 .32 5300 .17 5100.{9 5100.13 5100.21 5100.2 { sLa n val sla n va1 sEa n val 05 r5l .520741.64 04 121.45 CROSS AECTION OUPm Profile il100-yr Bank SEa, LetE Righu LengEhs: LefE Chatrnel RighE 41 ,64 121,45 17 31 )1 Right Levee Stalion- 789.6 Elewation= 5303.0{ Coeff ConEr .1 Expan . E.G. Elev (fL) r Ve1 Head (ft) r n.S. Elev (fr) . criL u.s. (fL) . E.c. slope (tulrE) . o ToEaI (cfE) I Top widEh (ft) . vel aorat (tLlB) r uax ChI Dpth (rL) . conv. Total (cfe) , LengEh wEd. (fL) . Min ch Et (ft) i 6101.19+ 1_11. 6302.01* 6101.58 *0. 005571r12280.00 . 692.60* 5.94r 8.26.164{9?.8 * 17 .00. 6293.8r r EIenenL r Reach Len. (tt) , Elow Area (sq fE). Area (Bg tt)l Plow (cts) . Top width (tl) r ^vg. ve1. {tEls}1 Hydr. DepEh (tE) . EetLed Per. lfE). shear (]b/Eq rt) 31 36 36 145 9 l LefL OB o.069 1952 .3 11.95 L05 Right OB 0.054 37.O0 1{4 I .55 1443.55 564 1 .08 609.64 1.91 2 .f1 75565.1 6t2 .20 o -92 6300 5100. 8l 6300.59 5300.57 5300.54 5100.59 6101 .29 6301 . l5 6101 . l7 _07 IIITITIIIIIIIIIII-I 520 .23 s22.93 525.25 526.6 511 .74 556.37 571 .62 591.01 603.47 519.49 619.95 549 .2 665.94 692 ,27 698.94 70q .5 1t3 .81 72L,21 129.2 131.99 760.11 835 .7s 864 .63 866 .93 873 .18 887.11 908. S9 975.12 945 .0r 5?6 .3 I 521 .54 s53 .8 5?2.13 585 .86 598.9S 616 .96 6f7 .l 64).78 566 .9{ 671.8 596,11 103 .42 708.19 719.98 126 .19 172.9 748.86 80?.9 s6t.21 965 .62 870 .09 875 .11 901 .51 909 .55 9{0. t8 524 -54 526 .97 5{1 .64 570.52 577.7 591 .4L 605.21 621 .31 641.75 655 .93 669.22 595.55 700.55 ?07. Bl 1t6 -77 124.2 1fo .62 140.32 ,82.09 8{S.44 864 .65 869.66 874.1 895.86 908.9 936.85 9{5 ,63 s19.36 5101.38 52!.27 5101 .11 523 . {3 5301 . l5 525.55 610\ .)2 527 .17 6101.1 55).52 5299.81 57t.r7 6299 .54 5?5.08 6299.59 597.84 6300.45 506.1 5300.49 529.04 6299 .91 642.9L 5299 .55 664.51 5299 .59 61t.13 5298.83 695.11 5298.50 702 .A9 6298.1 708.14 6298.6 7LE.l7 6297 .lL 121.56 6295.5 132.1 6299 -47 ?4t . 98 6100 . {9 ?84 .18 5101.86 861 .23 5101 .49 864 . 66 5300 . l6 869.9 5101.49 s75.6 6302 .91 898-15 5102.99 909.11 6102.51 938.55 5102.11 519.69 6101.l8 52a.79 630!.77 521.74 6301.15 510r.3 6300. 98 6299.5t 6299.53 5299.7 6300.49 5100. 19 5299.49 6299.6 6299.64 6294,19 6298.54 6298.?1 529e.59 5296.12 6291 .09 6299.49 6300.7? 6fo2.22 6301.{8 6300.04 6301.5s 6l0l 6302.71 6l02 .5 6302 .08 520 .05 522.49 523 .83 526,43 5t0.82 55{ .38 573.55 591 .47 602.49 617.85 631 .34 644 -92 568.59 671.85 695.22 104.22 1 t1.29 120.99 727.51 115.64 157.79 821 . 91 o54.24 855.71 872 .88 884 .55 904 ,61 909 .71 942.q6 6101.37 6301.36 6301.3s 6301.29 5t00.55 6299.79 6299.55 5299.1 6300-49 6r00. 16 6299.44 6299.65 6299 .56 5295.75 6298.52 6298. 71 6298.49 6295.49 6291.49 6299.11 6l01. ll 5102.49 51o0.49 6300 .4{ 6102.49 5103.15 6302.7t 6302.49 6302.06 6101.37 6301 .36 6301 .33 6301.21 6300.49 6299.74 6299.56 6300 5100.49 5300.11 6295.1t 6299.14 6299.54 6298.5 6295.61 5298.68 6291 .91 6296.49 6297.96 6299.88 6t01.49 6302.69 6300.17 5lo0. {9 6302.59 6101.22 6302.54 6102.15 6302.02 5300 6299 .17 6299 ,91 6299 .53 6298.57 5299.6s 6298.5 5297.49 6295 -q9 6294 _49 6299 .95 5301 .61 5302 .8S 6100 .35 6301.41 6302.9 6103 .04 6302 .54 6302.\3 6302 . 01 520. 94 6301 523 .37 6301 va I id, 36 36 33 t1 l1 56 57 41 49 6301 6301 610 0 6299 6299 6l o0 53 00 MutEiple criEical depEhE were found at this locaEion. fre criEical depEh eich Lhe loeeaE energy was u6ed, RIVER: Roaring Fork RSCH: SEudy Reach RS: 95.72 INPM DescripEion, Propsed TCI Lane Ranch Pede6trtan B!idge DiaEance from upaEream xs = 10 Deck/Roadsay Hidth = 1o ilelr coeffictenL - 2.6 UpsEream Deck,/Roadway CoordinaEes 9 6Ea Hi Cord Lo Cord SEa lli Cord k Cord SEa Bi Cord Lo Cord o 6308.92 6292 32.71 6108.52 6292 12.11 6308.52 6306.42 146 5307.13 5305.Ol 221.13 5105.2 5304.1 221.17 5106.2 6292 243.13 6tos.3 5292 259-\3 6101.79 6292 329.1! 6299.99 6292 UpsLream Bridge CroBs SecLion Data SlaElon Elevation OaEa 400 Sta Elew SEa Elev SEa Elev Sta Elev SEa Elew Manning's n values sLa n va1 4 sLa n va1 sEa r va1 sta n val 04 129.45 0 5316.18 31 5114 .85 12 63tZ .49 7g 63\0.22 ll 6108.{9 12 6306 .91 55 6105.16 9) 6102 .49 79 6299.93 5! 6297.49 45 6296.\5 o7 6294.49 89 5294 .0l 34 6297.61 84 5291.51 08 99 94 o1 l6 34 49 2t ,1 79 26 .9 .69 2 .15 5 .59 28.16 41.24 34 .98 18.69 41.16 44.25 45. 84 53.29 53.95 a2.96 84 .45 85 _51 86-87 87 .59 s8.05 88.11 89-11 121 .59 1f4 .74 149.0S L62.55 170,08 L14.71 186.68 191,23 791.51 2t4.Et 221.99 229 .97 247.24 255 .56 261. 219. 6115.t9 5311. {4 6310.49 5109.13 6107 ,48 5105 - 49 6302 .7 6100.49 6297.72 5296.4 5294.84 6291.94 6297 .67 6291 .58 6291.55 6297 .51 529).51 5291-51 6291.51 6293.5) 6294.15 6295.49 6295.16 5295 .19 5296.49 6296.71 6295.65 6294 .52 6294,51 6295.49 6297 .55 6298.14 6297 .49 6299.)2 5100.1? 5100.49 5100. 13 6300.27 6100 .2 6298.21 6297 .O5 5299.49 6lo0.49 6300.59 1. l- 12. 29- 72. 15. 38. 41. 41. 45. 56. 66. 81. 84. 85. 85. 87. BS. 88. 89. r25 . 116 . 154 151 . 170. 175 .19 1.69 4 _12 15 .04 29.AB 32 .55 36 .56 39.11 42 .29 45 .3{ 41 .41 56 .41 61 .9 84 .01 84.85 86 .19 a1 .o7 af .96 88 ,08 88.49 95 .59 129.45 141 .87 155.39 164 _ 34 t71.47 L11 .51 189 . ?4 191 . 11 199.15 224 .41 231 _4 241.19 259 .97 251 .58 29a.15 311.85 140.03 f5E .26 379,68 194.{1 401.8 411.14 314 311 310 308 306 304 102 299 296 49 88 12 19 58 49 31 49 .2? 6f15.9f .35 5115,81 2-52 6311.51 2.14 63\1.49 4.7 6311.49 {.89 6311.29 21.66 5309.78 21 -49 6309.49 31.19 5307.51 a7 .22 6307 .49 32.96 6106 -49 l4 .79 5105 .59 16.91 6304.2 t?.7s 5301.49 40.0{ 5101.49 {0.63 5100.97 42 9A 529S.86 47.19 6295.q9 45.51 5296.54 45.11 6296.49 49.65 6295-21 51.2A 6295-O2 51.53 6294.1 52.55 6294-O4 69 -23 6294 .Of g2 .O2 6291 .61 s4.t1 529).59 8q.43 6291.58 s5.21 5291 .56 A5.52 6291 .35 86.35 5291.54 86.54 6291.51 B7.OS 6293,52 87.1 5293.51 E7 .99 6297 .51 S8 . 02 5291 .51 88.1 6293.51 9A.22 6293.5\ 88.7A 629).52 SA -96 629).52 ao1 -5q 6297 .2 111 -51 6293 .49 lto-24 5294.66 lJO-51 6294.11 14!.4{ 6296.61 145.LA 6296.61 157.99 6296-A1 15S.57 6296.85 164.89 6296.71 166.53 6295.53 171-12 6296-35 L14.2 6296.76 180.1 5295.06 181.61 5295.9 190.6L 5294 .11 190. 86 6294 .61 791.45 6294-52 191.62 6294.52 2t1.A9 6294-49 211.53 6294.9 22!.54 5291 .45 223.71 6291 .49 225.55 6295-41 22A.65 5295.42 239.5L 6291 .66 240.14 6291 .64 248.96 6291.14 252.59 6299-49 260-04 6299.55 260.76 5299.41 265.12 6300.49 269.88 6300.49 299.51 5300.{9 103.28 6100.27 112.18 6100,0? 113.61 5300.05 !40.f2 6)00-22 342-52 6700.25 174.31 629A -49 115.17 6298.32 192.11 6297.49 )92.14 6291.49 395.8 5299.04 )95.55 5299-4 405.2 5300 !08.19 5100.17 417.2 6300.81 426.41 6100.85 0?55 .07 t54 .1 ElevaEion- 5302.88 R ighE l0 Coetf Contr .2 Expan. 05 Bank SEar Left Right 56.O7 129.45 Ineffective Flow SEaL StaR Elew 211.11 219,93 5305.51 219.9) 218 .11 6305.21 248.71 251 ,57 6704 ,12 251.5f 266.1) 6704.21 256.33 275,11 6307.69 275.1t 281 .91 5301 .1l 293,93 292,71 6302,51 292.73 10t.51 6102 .02 101.53 310.11 5301.45 110-33 319.11 6300.9 RighL Levee sEaEion= LengEhs: LefE Chanilel l0 l0 10 295.49 4{ Chan.el 0.040 10-00 509.47 509.{7 6110.95 11.30 10,01 8.11 92792.9 73.45 2 .25 22 .53 l4 .98 {.84 10.00 150?.54 1904 .21 5761.l5 557 .69 1 ,58 2 .65 87514 . I 508.75 189.1? 191.29 191 .9? 262 .59 6300 -24 290. 28 6300 .5 6294.45 6294 .06 6293.59 6291.31 6291.54 5293 .52 6291.5r 6293.5! 6291.51 6291.49 6294.49 6296.49 5296.91 5296.16 6296.)9 6296.2 6295.2 5294.5\ 5293 .89 6295.49 629A.41 6291 .81 5297.49 5299.42 5300.28 6100.49 5300.08 6100.21 6299.25 5291 .49 6298.81 6299.69 5100.84 6293.54 629t.52 6293.51 5293 .51 6293.51 6293.54 6294.29 6295.1 6296 .92 6296 -7A 6295.48 6296.25 6295 .49 6294.5\ 6294.49 5296 .05 6297.12 6294.16 6291.49 6299 .49 CROSS SECTION OmPE Protile {100-yr oBr+ E-G. Elev (fl) . vel Head (ft) . f.S. EIev (tE) * crir w_s. (t!) I E.c. Slope (fElfr) * 0 ToEal (cfE) r Top xidEh (fL) . veI Total (fEls) r Max Ch1 Dpth (fE) * coDv. Tolal (cfs) * Lengtsh wLd. (fE) . Hin Crr E] (fr) + Alphar Ercrn LoEE (IE) +c&ELoss(fL) . 6102.94r 0.88r 6302.06* 6301 .04 *0.004137 i122S0.00 | 151.71 i 5.32. 8.86r186{58.1 . 10.00. 629f.ZO. 2.00. 0.05 . 0.08 * EIemenE* Wt. n vaI. * Reach Len. (tL) r Flow Area (sq ft)* Area (sq fE)* Etov (cts) , Top EidLh {fE)r Awg. veI. {fElE)+ Itydr. DepEh (fE) r Conv. (cfs) . reLEed Per. ( tt). Shear (Ib/sq fE)r Stream Porer (Ib/ft s)a Cum volume (acre-ft) * Cun SA (acres) Lefl Oa 0.070 10.00 g9 .20 s9 .20 405.10 15 .66 4.55 5.l5 5160.5 19. 10 7 .26 5.75 10.70 1.34 RighL 0.06 217.31 224 ,8A 213.21 246.?4 257.4L 109 - 67 5300 . 12 J29. 8{ 6lO0 .46 151.6 6299.49 376 . 09 5298 .18 )91.04 6299 .49 400.08 5299.56 415-65 5fOO.87 309. 94 2E 3l o1 91 86 32 f7 95 24 o .12 2.56 3S.87 26 .20 723 . 3{4. 115 . 385 - 399. 4L2 . 428. 5115 ,4 IIIIIIIIIIIII'IIIII 6313 .28 6311.{9 6110 .4 5 5109 .54 6307.49 6305 .49 6702 .11 5100. 54 6295.49 6296.01 6293 .49 6291,12 6297.49 6294.t9 6295 .6 6296.0f 6295.04 6295.92 2.8q 4.45 5 .11 t2 .2 11 .41 35 .11 38 .85 43 .22 46 .01 {9 .54 54.99 a2. a3 106 .25 LZ1.87 146 .5 t51.29 151 -16 161 - 31 t1 0 .02 185. l7 197.22 202.29 205.52 208.92 217.21 229 .1l 251 -71 210 -64 211. S 215 .54 260 .1 211.55 218.53 2A1 .62 288.22 298.57 1tz.L !21 .6t 131 .!2 )40.14 148.1{ 156.15 387.37 405.91 424,61 451 .2s 459 .12 s06 . l9 515.62 52E.02 524 .24 535.46 570 .99 585 .21 589 .71 590.3S 591 - 55 595.29 604.1S 527.4 627 .14 641.97 644 .25 64? .51 66{ ,57 616.02 690.81 718.02 129.99 ?40.53 146 .41 7s{ .8{ 774.61 ?81.68 192 .1 428 .5 430.29 410.12 415.25 497.6 501 .95 511 .12 519.36 52L.21 523 .41 525 .5s 527.11 s53.52 57 L .11 575.08 597 .88 606 .1 629.04 642.91 664 .57 511.1f, 695 - ?1 102 .59 708.14 1\8 .11 124.56 132.1 141.99 78{ .18 851 .23 86{ .66 859.9 8?5 .5 898.15 909.33 938.55 5100.65 6300. s9 5100.56 6100.56 6301 .19 5301 .33 6101 .37 6101.38 5301.17 6101 .36 6101 .32 5301.1 6299.4t 5299.54 5299.59 5100 .45 6300.49 6299.97 5299.55 5299.69 6298.83 6294.55 6295.7 6295.5 6291 .ll 6296.6 6299 .4l 6100.{9 630r.86 6101.49 6100 . l5 5101.49 5302.91 6302 .99 6302.5t 6102 -11 429 .95 {30.51 4ll . o5 418.44 498_49 505.14 5L5.21 520.05 s22.49 523. Sl 526.4) 530, g2 554 .38 57 3 .55 581.41 602 .49 617. 85 6t7.3{ 644.92 56S.59 571.86 598.22 704.22 711.29 720 .99 121.67 ?35. 64 151 ,19 a21.93 464.24 s56 .11 s72 . SA 884 .55 90{ .51 909 . ?1 942.46 6304 .58 5302 .49 5100.49 6295.45 6295.49 6293.45 6293.24 6293 .67 6294.49 6295.6 6296.05 6295 .07 5295 .81 6295 .51 6295.49 6295.49 6296 .38 6291 .55 6299.49 6299.21 6299.51 6114.49 6372.34 5311 .09 6310.4 6308 .65 6105 .5 630{ .49 5102.12 6299.69 5297.49 6295.04 6291.45 6292.94 5293.15 6294.68 5295 .81 6296.01 6296.Or 6295.79 5295.51 6295.49 5295.49 6296.49 6297,54 6299 .62 6299.) 5290 .51 6299.08 6300.1 6100 .22 5300.2 6299.11 6299.49 6299.5 6300.05 5300.2 5300.05 6101 6301.1 5301.14 6301 .I 6301.07 6100 .95 6299.65 5299.04 5298 .54 5299.64 6298 -69 5298.89 6100.12 5300 .49 6to0.3{ 6299 -14 6298.29 6295.) 6299.41 6299.l8 6298 .25 629A -11 6297 .95 6297 .15 6297 .67 6291.12 5294.19 6294.49 6300.71 5311.49 6311.5 6110.46 6110.15 6307 .55 5105 .56 6303.49 5300.7 6294.5 6296.49 6294.31 6291.4 6293 .18 5291 .91 6295.49 6295.99 6295.01 6295.94 6295.11 6295.49 6295.49 6295.19 6296.68 6297 .41 629A.59 5299.13 6299 .01 6299.16 3 .01 4 .51 5.{B 21.11 31 .7 35 ,26 40.17 43.45 46 .0{ 50.48 19 .9) g4 .26 109 .31 tl1 .59 t4s -02 152 .26 158 .13 151.46 1?3 . B6 1S6.51 197 .24 202 -54 201 .45 6295.53 5295.49 6295.49 6293.S 5291 .49 2-2t 63L4.26 4 .16 6311 - 86 5.49 63r0.49 10.11 5110.27 29.9 6305.q9 33.{7 5106.49 t7.24 6104.38 42 .O2 610t.49 44.91 6299 .49 4g-42 6291.16 51.42 6294.49 91.94 629!.42 103.44 6297 .L2 t20.43 6293.79 141.71 6294 ,19 149.9{ 6295.86 t56.47 6295 .O7 159.52 6295.99 157 .O7 6295.15 1S0.1 6295.49 195.65 5295.{9 20L.72 6295.49 205.5 5295.61 208.9s 6291.56 211.02 629A.61 22s -45 5299 .21 250.48 6298.51 258.O4 6299,49 2?4.05 6100. 2 282.34 5300.3 255.71 6300.05 29).1 6299 .68 105.55 5298.49 1L4.94 6299 .59 313.55 6100.13 119.99 6300.1? t4l-79 6299.91 351.12 6299 .25 116 -21 6298.49 399.97 6300.49 417.01 6100.15 441.?5 6300.79 457.S1 5101.03 493.98 5101.14 511.9{ 5101.14 520.48 5101.1 525 .55 5101 .05 5l{.57 6300.89 566.7 6299.55 583.49 6298.71 585.98 6298.61 590.21 6295.66 591.72 6299-11 594.28 6298-95 501.73 6300.45 612.!2 6)00.49 525 _ 18 5lO0 .25 543-49 6295.49 644 -t7 6295.29 545 6298.49 555.15 6299.56 613.s\ 6299,3r 677.1! 6294.11 1t4.41 6298 .ll 125.26 6291 .92 118.11 6291 .51 1t2.65 6291 .6 151.t1 6297 .04 759.95 6294.41 119 -91 6299.14 787 .92 6300.74 6299.17 6294.25 6300.11 6100.49 6100.54 2 .04 7.11 5.05 7 .55 29 .14 31 .46 l?,05 41 .07 4{.6{ 47.82 52 .21 40.s4 96.56 t20 .o7 140.71 149.21 155 .56 158. B9 155 .2l 119 .22 195.95 200 .07 204 .99 208 .2 210.9S 221.3q 250.25 257.89 211 -31 282 .12 zEA .55 291.lS 305 .99 312 .81 !29.42 f39 .21 14\.44 150 . ?5 314 . t4 397.35 {11.17 472 .57 454 . S8 481 .2 512.91 518 .85 525.6 532.19 551.49 578 . O{ 585.73 5S9 .88 s90 .9{ 591 .14 501.l5 606 .56 1 . 91 6314 .65 1.65 5112.49 4 .95 63ll.2L 1 .26 6110.41 26.09 6309.49 33 .39 6106 -51 410.25 6300.59 410.6s 6100.56 {34.59 6300.55 492.41 6101.15 500.47 6301.11 507.29 6101.35 517 .55 6t01 .3B 520.94 6101.36 s23 .37 5301 . l6 52{ .54 5101 . l3 525.91 6301.17 541.54 5300.17 510,52 6299.56 57).1 5299.51 59?.41 6300.{4 605.21 5300.49 527.11 5300 547 .15 6299.17 655 -93 6299.81 669.22 6299.57 595 .65 6299 .57 700. ss 6298 .65 101.51 6299.5 116-31 6291.49 724.2 6295.49 770.62 6295.49 140.12 6299.95 782 . 09 5101 .83 840.44 5302.88 s54 .65 6100 .36 s69.65 6301.41 074 .1 5302 .9 895 .85 6l0l .04 5lo0.59 5100 .5? 5300 .54 6300.54 5l01 .3 5301.15 5101.38 5101.37 5301.l6 5301. l3 6t01 .21 5lo0 . {9 6299 .74 6299,56 5100 6300.49 5lo0.1l 6299.71 6299.74 5299.54 6295.6 5298.61 5298.58 6291 .91 5302 .59 6300 .37 5300.49 6702.59 5101.22 6102.54 429.66 6300.64 410.13 5100.59 430.9 5t00.55 415.63 5100.56 495.54 5f01.27 504.91 5301.14 513 .26 6101 . l8 519.59 6301-18 521.?9 5101.37 521 .74 6301 .35 526.11 6301.1 527 .44 6fOO.9S 553-8 6299.81 572.1! 6299 ,57 585 . 86 5299 . ? 598.98 6100.49 515 .96 5100. l9 631.1 6299.49 643 .1A 6299.6 666 .94 5299.64 57!.g 6298.19 595.31 6298.58 10f .42 6295.71 10s.19 6298.59 119 ,99 6296.12 726.79 6291 -O9 732.9 6299.49 148.86 6100.17 so1 .s 5302.22 851.2? 6301 _ {S 855 .62 6300 .04 870 . 09 6101 .55 876 .11 5303 901 -51 6302.71 909.55 5302.5 940.38 5102.08 sLa n val 430.2 410.52 432.69 4{4.39 499.59 505.39 511.21 520 .21 522 .97 524.24 525.6 511.14 556 .37 51).62 593.01 603.47 519.49 539.95 619.2 668.94 592 .21 695.94 704 .5 1 71 -97 121.27 129 .2 137.99 ?60.31 835.75 864 .61 865 .9l 87t.18 88?.11 908.89 5300.59 6100.57 6300.54 5300.59 530L.29 5101.35 6101 . 17 5101 . 17 5101 . 16 6101.35 6)01.29 5100.55 6299.19 5299.56 6299.1 6100.49 6100.16 6299.44 5299.65 5299.56 6294 .75 6299.62 6295.7t 6295 .49 6296.49 6291.49 6299.17 6101 . l3 6702.49 6100.49 5100-44 5!02.19 5301.16 6102 .7t 6102 .49 5702.06 n val o7 56.01 04 129 .45 -05 Expan. .4 {8 5100.25 99 5300.31 .3 5100.01 54 5299.6686 6299t6 6299.67 83 5300.21 6298.49 6298.14 6291 -A8 6297.1 6291 .51 6295.49 6295.49 5299.19 6100.87 6298.71 5299.91 6299.t9 6299.89 6700.27 5100. l1 6299.9L 5299 -49 6299.41 6299 .gl 5300.21 6300. 11 6299.57 6299.t1 6299 -49 6300.5 5lo0. l7 5100.9 5101 .05 5301.1f 6301 .1 5101-0s 5100.99 6100.51 5299.2r 6290.55 6298.62 5Z9E .61 6295.74 6299.3 5100.49 6300 . l5 6300. 16 6298.33 6299.24 6299 .11 5299.5s 6299.49 6298.71 6294 .01 6297 .94 5291 .69 5297 .51 6296 .11 6297 .49 6299 .67 5lo0 .98 214 . 242. 286 294. 309. l1? - tl5 - 6299 -04 6299.57 Sfoo .21 5100.3 5299.74 5294.95 6299 -49 6299.9 6300.21 6100. 1 5299.49 6298.49 6299.90 5300.49 6100.49 5100.92 6301.06 6l01 .1{ 6f 01,1 6301.08 6100.98 6100 .49 6299.t5 6299.54 529A.63 5298 .68 6299.g 6299.49 6300.49 6t00 . l6 6299 .49 6298.l 6298.21 6299.35 6299 .41 6298.12 5298.t9 6298.05 6291.52 6291 .68 6297.49 5295.37 6298 .02 6100.{9 16.s9 40 .5 41 .s2 45_09 57.45 80.8 85. 99 114.59 119.54 148 .33 154.45 158.32 163.92 177.79 195.31 197.09 204 .69 201 -86 2\O.56 215.1 240 .92 261 .21 21a .3 278.16 254 .O2 290.86 302 .52 112.51 122.11 337. 81 341 .21 149 371.39 192 .84 {10. 4l 430. 91 454 415 .25 507 .26 517 . A2 525 .4 529 . 05 535 .52 575.71 585.53 589.75 590 .59 591. 99 595.51 604.98 52L .9 640.49 544 - 07 544,31 544.2 571.51 616 .25 703 .51 718.45 130.12 740.1! 744.99 758_ 41 716.4 184 .12 Manning's n valueB sLa n val 6296 -49 5291.95 6299.55 6301-49 9t5.12 6102-1s 945.01 5102.02 908.9 6302.54 915 .86 5302 . r3 9q5-53 5302.01 SEa n Val 15{ .7 .01 6300.17 5299.85 5299.25 6299.26 6300.5 6t00. l8 6100-85 6101.04 301.12 101 . 11 301.09 101.04 300. 87 299.49 295.69 298 .62 294 .66 295.71 299.09 100 .45 100.42 100 . 21 6295.11 5298.25 6Z9E.12 6299 .61 6299 .93 3{0.04 742.2 154 .51 385.05 402.L4 421.53 441 . A2 458.54 500. 15 515. 06 522.64 526.82 534 .93 s58.93 501-7 s87 . S8 590,29 591.37 59{ .44 60t .88 515 . 5l 625 . t5 541 .87 644.23 645.7 650.51 571.61 671.49 714 . 91 121 .45 139.13 746 _ 31 152 .7 7 711.15 1SL . t2 7S9 .98 Bank SEa: Left RlghL 56.01 129.45 Ineffective Elow StaL StaR Elev 231.13 219.93 5105-51 coeff ConLr .2 10 T T T T T T T T T T .44 21 72 21 69 1l 51 o2 16 .9 219.91 244.17 61 05 0{ 0{ 103. 301. 102. 102. t01- 6300 2qB.73 251 .51 257.53 266.11 266.f3 215.11 215.11 297 .91 2A3.91 292.71 292 .71 )O1.53 301 . 53 110 . ll t10.33 119.1l RighE Levee 522.41 6{1.55 644.1 644.44 5{9.51 612,26 616 .7 5 112 .53 127 .59 7ll.11 140.79 750 .21 159 .21 111.9t 747.15 Elevation- 6102. sB sta Hi Cord Lo cord Elev sEa EIev Sla Elev SLatioil= 048 DomsEream Deck/Roadway C@rdinaLes 9 SEa Hi Cord b Cord sta Hi Cord b Cord o 670a.92 6292 3{.71 5108.52 6292 !4.71 6f0g-52 6106.42 1{7.98 510?.11 6305.03 221.12 5106.2 530{.1 22!.72 6106.2 6292 245 .r2 630s.3 6292 211.12 6)07 .19 5292 f1l.12 6299 .99 6292 Downslreah Brldge croBs secLion DaLa sLaLion Etevation Dala {05 sEa Elev Sta Elev sEa 4f 6315.49 1.0S 6115.67 1.23 6315.490 6f17 .02 .05 6116.95 0 II I !I I I I I I I I I I I I I I I I I 194. 199. 804. 850 - 901. 910 . 914. 911. 957 987. 197 .41 799 .1 816 -45 853 .79 901 ,54 91r.38 918 . 19 940.4 958.04 610t.21 6101.3S 5301 .54 5302.14 6300. t9 5301.49 6301.2 5l0l . 18 6102.57 191.63 799 .51 844 .31 467 .22 907,8{ 914 .03 920.7 9{1 .5 958.69 5701 .29 6to1 .39 5102 .19 5302,49 6300.3 6102.38 6303 .25 5103.12 6102 -49 79S.05 6101.31 799.94 6101.39 s46.q5 5102 -27 904.15 6lOl.49 90s.11 5100.39 91{-15 6302.49 928.88 5103 .4 942.43 6301.0S 9A0.9A 6102.12 798.61 6101. 800. 13 5301 849.71 6102. 904 .91 5301 . 908.{1 5100. 9L4 .41 6302. 929 .25 6lO3 . 955 .9 5102 . 984.12 6302. 35 21 24 49 53 41 59 08 BRIDGE OEPW Profile {100-Yr88 6101.1 11 6101 . 17 09 6301.4999 6302.3 22 6300.49 57 670t.22 59 6!02.53 6B 6l0l.24 .6 6102 . s3 05 6102 .05 . E.G. US_ (fr) r H.s. u6. (fr) . o ToEal (cfs) r e Bridge {cfs)* Q weir (cfB) + treir sLa Lf! (fL) 6102.94 6102.06 t22BO.OO 1017 L 1l 6295.50 6306.42 0. 34 o.41 1522 .16 s.75 ) EIemenE. E.G. Elew (ft) * w.s. Elev {ft) r criL w.s. (fE) r Max Chl DpLh (fL) . vel "oEa1 {fElB)i Flow Area (sq ft) 1 Froude I Chl. specif Force lcu fE) r Hydr Depth (fr) . w. P. Total (fE) r conv. ToEal (cf€) . Top Uidrh (fr) r FrcLn LosE (fE) .C&EhBE(fL) ) shear ToEat (Ib/sq fE) r Power Total {Ib/fE B) rlnslde BR us | 5302 . S1 +Inside BR DS. 6702.65+ 6301.53. 5300.81. 8.59 r 5.71. 2152 . 14 . o.l4 o4 t2 45 .6 99 05 01 92 21 5301 .55 6t01 .10 8 .15 5.42 1913.82 0.39 8028 ,99 3 .00 652 .80 ts4z41.o 615.22 0.06 0.09 1 .16 1 ,44 Manningrs n values 4 sEa n val 6ta n vaf sla n val 04 119.54 05 155 .55 Eeir sLa RgE {fL) Eeir Submerg welr Max DepLb lfr) Mln El wei! Ploe (rl) uin El PrE (ft) DelLa EG {ft) D€]Ea wa (ft) BR Open Area lsq fE) BR open vel (ftls) coef or 0 8165. 3. 107 . 176095 588. 0. o. 0. 5. 0 .07 53 .42 Eank Sla: Left Rlghl 51.42 139.54 Ineffective Floe SLaL SLaR EIew 213 -12 241.92 5305.61 241.92 250.72 6!05 .23 259.12 259 .52 6104 .12 259.52 25A -32 6304 .21 268 -32 211 .12 6fO3 .69 217.12 2A5.92 6)03.13 295 -92 294 ,12 6302.51 294 -12 30! .52 6)02 .02 301.52 312.32 5101.q6 3L2.32 321 -a2 5300.9 RighE Levee Station= Coeff Contr .2 10 Expan elevaEion= 6302.19 Broad Cresled 147 _ 98 r Br sel MeLhod rEoergy onlY NoEe: Ialne1t anBwer i6 nor walid if rbe yarer surface is abve Ehe lop chord or if there is uerr flov- The Yarnell answer has beeil diEregarded NoEe: MomenLum anEwer is nor valld if Lhe waLer surface is abwe Ehe lo{ chord or if Ebere is The rcmeilLun answer has been disregarded. CROSS SECTION RIVER: Roaring Fork REACH: Sludy Reach T T T T T T 1', T T T s63.22 UpsEream EmbankmenL alde Elope b*nBEream Embankment side slope Maximum aIlosable submergence for weir floe ' ElevaEioo al whtch seir tlou beslnE Energy head used in spillway deeign spillway heighr used in desjgn wei r crest shape O horiz. to 1.0 wertlcal o horiz. to 1.0 werLical 98 RS: 95.7 INPE Descriprion: xs-95.7 (10' Ds of Bridge _ StaEion Elewarion DaEa 406 Sla Elev SEa EIev sta SEaLioo 2) Elev Sla Elev 8ta Efev 0 1.91 1 .65 4 .95 1,26 26.09 31 .19 16.89 40.5 47 .52 45 .09 5L.45 80 .9 85.99 11{.69 119 . 54 148.33 154.48 158. l2 !63 .92 6!t7.02 5lr4.55 6312.49 6111 . 21 6310.{1 6)09 .49 5105 .51 510{ .58 6102.49 6100.49 6294 ,45 6295.49 6291 . {5 6293 .24 6297 .51 6294.49 6295.6 5296 .05 6296.01 5295.g\ .05 2.04 1.71 5.06 7 .56 29.14 ll.46 37 .05 41 .07 4E.64 41.82 52 .21 80 .84 96 .56 120 .07 140 . ?7 !49.21 155 .56 r58.89 165 .23 119 .22 195 .96 200 .01 204 .99 208.2 210.98 221.34 250 ,25 263 .59 217 .17 252 .72 2A4 .65 5116,95 5114.49 51t2.74 6111.09 6110 . 4 6108.66 6305 .5 6304.19 6102.t2 6299.69 6291.49 5295.04 629).45 5292.94 5291.15 5294.69 6295.51 6296.01 6296.Ot 6295.19 6295 .57 6295 .19 6295.49 6295.49 6297 .64 6295 .62 6299.3 5298 .51 5299.08 6300 .1 6100.22 5100.2 1 .08 2.94 4.45 5.71 12 .2 t1 .41 15.11 1s.85 43 -22 {6.03 49.64 54.99 82 .83 !06 .25 t27.81 146 .5 151.29 6115.67 5l1l -49 5111 . 6 6310.46 5110. 16 6307 .65 5105 .55 6103 , {9 5100. ? 6298 .5 6296.49 5294 . l1 6291.4 6291.74 629f.91 6295.49 6295.99 109.13 131.69 148.02 752 .25 158. 13 15r.45 173 .85 185.53 t91 .24 202 -64 207 -45 208.98 211.8 2)5 -54 250.1 271 .55 214 .63 253 .62 2SB .22 .43 6115.49 2 .23 6)t4.25 4.16 6111.85 5.48 5t10.49 10 . 13 5310 .2? 29.9 610S.49 11.47 5106.49 t? -24 510{ .38 42.O2 6101 .49 44.91 6299.49 45.42 6291 .16 51.42 6294 .49 8r.94 5297.42 101. B4 6293.12 L20.41 6297 .19 14t.11 6291.74 149-94 6295.96 L56.41 6295.O1 1_21 6315.49 Number of Piers - 1 1.01 a.57 6.44 2t .11 11.7 15 .25 t0 .17 4t.{5 45 .04 50.48 79. 9l a4 .26 5t13.28 5111.49 5110 .45 5109 .54 6307.19 6305.49 6102.11 5100.54 6299.49 6296 .03 6297.19 629f.32 6293.49 5294 .19 6295 .6 6296,O) 6296 .04 6295.92 5295.51 5295.49 6295.49 5295.5 6297.49 5291 .O9 2.5 6292 2 .5 6101 . 11 Nuder of Bridge CoefficienL SeEE ' 1 Pier Dala Pier SEaEioo UpsEream= UpsLream 2 wldEh Elew HldEh 146 Elev 2.5 6292 2 .5 6107 .11 Downstream 2 lidEh Elev WidLh Elev High Plow Melhd Energy Only hs Flow Melhods and DaEa Ener9y Momentum cd = 2 Yarnelt KvaI- 125 Selected hu Flow MeLbods = HigheEt Eoelgy Answer 111 .', 195 .: 191. 204. 201 . 210 . 215 248. 26) . 211 z1s . 294 . 151 . 31 170. 02 185. 17 t91 .22 202 .29 205.52 208.922lt.2t 229.11 257.11 270.61 278. {8 282.99 286 .1 Addilional Bridge Parame!ers Add EricEion compnenE Eo Momenlum Do noE add HeighL compnent to HomenEum CIas6 B flow criEical depLh compuLaEioos u8e crilical depEh inBide rhe brldge al Ehe upstream end criEeria lo cbeck for Pressure flos - Upstream enerry grade line 79 6295.51 )r 6295.q9 s9 5295.49 69 6296.34 86 6291.55 56 6295.49 .! 6299 -21 92 6295.5t 27 6299.O4 .3 6299 . Sl 76 6700.21 02 6300.3 159 .52 751 .O7 180.1 196 .55 201.12 205.5 208 .08 2l!.02 225.45 250.48 254.04 274.05 282.34 283.11 6295 _99 6295 .15 6295.49 529s.49 5295 .49 6296.51 6291.85 6298.5t 6299.21 6294.57 6299.49 5100 .2 5t00.1 5300.05 6295.94 6295 .11 6295.49 6295.q9 5295.49 5296.69 6297 .51 6294 .59 6299 .lf 5299 -01 5299.16 6100.2s 6300.13 6300.01 5298.17 629A.91 6299.t9 6299.89 6100.21 6100.31 6299.91 II I I I I IT II I T II I I II I I I tT I I 290.96 302 .62 312 .67 322 .71 317.81 341.21 149 311.39 192 .84 410 . 41 430.91 454 415 .25 507 .25 517 .42 525.4 529.05 536 ,32 515.71 585.63 559.76 590 .59 s91.99 596 .51 604 .98 62t.9 640.49 641.01 544.l3 648.2 677.51 615.25 701.51 718 ,45 130.12 140 .11 1E8.99 ?58.41 176 .4 144.12 ?94 .88 ?99.11 804 .09 850.99 901.22 910.57 914 .59 917.68 951 .5 987.05 298 .51 112.1 121 -61 317 .12 340 -74 6299.14 5299.95 6299.49 6299.9 5100.21 6loo. 1 6299.49 5294.49 6299,98 6300.49 6t00.49 6JOO.92 6301.06 5101 . 1{ 5301.1 5301 .08 6300 .96 6300. {9 5299 .15 6298 -64 6298.5l 6295 .54 6298.A 6299.49 29a -79 5299 .11 6299 .66 6299 6299.61 5100 . 21 6100.17 6299. 88 6299.26 6299.26 5300 . s 5300,38 5300.86 6301 .04 6301.12 6101 . 11 6101.09 6101.0{ 6300.87 6299.49 6294.69 529A .62 6295.56 6290 .13 6299.09 6300.46 6f00 .42 6100 . 21 6298.37 5298.25 5294.12 6299.63 5298.91 6295.19 6299.14 6291 .SB 5291 .1 6291.51 6296.49 6295.49 6299.49 5100.87 5101 . l1 6301.19 6302.27 6101.49 6100. l9 6)02.49 6301 .4 5l0l - 08 6302.12 629A -49 5299.5 6100 .05 6100.2 5300.05 6299.1t 629A -25 6300.11 5300.49 6300.54 5101 6101 . 1 293.1 52 t06 .55 62 314.94 62 133.55 5l 339.99 63 341.19 62 751.12 62 375.2L 62 6300 .79 5tol,0l 6101.14 6101 . 11 6301.1 6301.05 6300. 89 6299.55 5294.71 5298.53 6299.66 6299.11 6299.49 6299 .41 6299 .93 6300 .23 6300.11 6299.61 5299 .17 5299.49 5300.5 5300 . l7 6300.9 6101 ,05 6101.13 6301.1 6301.08 6300. 99 5100.61 * 6)02.60i 1.01 r 6301.59* 5300-78 +0.004829 i12280.00 | 110.41r 5.55. 8.55r176709.l + 6l .00+ 6292.94+ 2.O3 r 0.28 * 0.04 99.68 9A,49 99.59 00.13 00.17 99.9t 99.28 98.4 9 294.54 309.86 317.15 116.83 140 . 04 142.2 154.51 lB5-0s 402.14 427.57 447 .92 468 .54 500 .15 515 .05 522 .64 525.42 534.91 558.91 5Sl .7 5g? .88 590.29 591 - 37 594 .44 501-88 515 .53 626.15 643.41 644.23 645.1 660.51 674 .67 611.44 7 L4 .9L 121 .45 179.43 745.31 152.71 771.35 187 .12 789.98 790.05 199.94 s45.45 904.15 908.11 914. l5 928.88 942.41 980.98 CROSS SESION OUTPE Profile fl100-yr105.99 112 .81 129.42 119.21 341.4{ 150 .75 374 .14 397.15 411.17 472.51 464 .88 481.2 512.9t 518.85 525 .6 532.19 551.49 578 .0! 585 .71 589.88 590.94 593 .14 601 . l5 606 -56 522.4\ 641.55 644 .1 644 .44 5{9 .51 612.25 576 -15 1L2 -53 1 23 .59 7t3 .11 740.79 750 . Z\ 1 59 .21 171.93 181 .15 197 _47 199.1 816 .45 851 . ?9 907 .54 911 . l8 918 ,19 940.4 959 .01 444.75 457.81 491. B8 513 .94 520.48 526 .56 514 .57 556.1 ssl.49 585 .99 590.21 59t .12 5101 . 1{ 6f01. I 6301.07 6300 .95 6299 .63 5299.04 6298.64 6295.64 199.97 5300.49 417.01 6100.16 LefE oB 0 .070 63 .00 44.02 44.02 t59.25 11.55 3.85 I .81 2415.5 1l .60 0.98 3.15 10.66 t .ll frannel 0.040 53 .00 69L.77 581 ,37 6980 . l5 s6.t2 10.24 1.91 100447 -2 86,19 2.14 24.42 l4 .55 4.79 Righ! OB o .061 53 .00 1444 .68 1616 .29 5110.40 612.4O 3.55 2.40 73A26 .4 3{8 . r4 156 .35 )81 .J1 {06.91 424 .67 451.25 469 ,32 506 _ 39 5t5.62 524 .02 52A -24 535.45 5?0.99 585 .23 589 .71 590.38 s91 .55 595.28 60{ .18 621.4 627.44 6q3.91 6q4.25 54?.5r 664 .57 616 .02 690 .81 118.02 . E.G. Elew (EE) r ve1 Head (EE) . W.s. Elev (fr) * crir E.s. (fE) + E.c. stope (fEltt) * Q ToEal lcfs) * Top WidEh (IL) * ve1 ToEaI {fLls)r Max ch1 DpEh (fEi . Conv. ToEat (cr6) ' LengEh ELd. (fE) * Min ch El (fE) r Alphaa ErcEn LoEs (fE) .c6DLoEs(fE) ElemenE Reach Len (tE) (sq tL) r Area (sq fE) * Flow {cfs)r Top xidEh (fE * avg. vel- (fE + Hydr. DepEh ( + conv. {cfs) ) ft) + fferLed Per. {fE) + Shear {lb/sq fE) + sEream Power (Ib/tL s). Cum volume (acre-fE) r Cum AA (acres) 505.07 0.72 t7 .85 25 .14 5300.49 6100. t6 6299.49 6298.l 6299.21 6299.75 6299 .41 6298.42 6295 .49 5298 .05 5291 .42 6291 .54 5291.49 6296 .11 6298.02 6300.49 5101.1 6301 . l7 5101.49 6302.1 5100.49 5101.22 5102.s3 6701.24 6302 .53 6l02 .05 5295,69 6299.89 5300 .12 6100.49 5100 .34 5299.14 6298.29 6295.7 6299 -41 5299.l8 6298.25 6298.17 6291.95 6291.75 6291.67 6297.)2 6294.49 6298 . q9 6299 6299 5100. 5295 6297 .94 5297.69 6297 .5f 6295 .11 6291.49 6299.57 5100.98 6101 .35 6301.4 6)02 .21 6101.24 6300.49 6102.51 6301.41 6fo2 .59 6102 .08 RS : 95.6 5294. 6295 . 629S . 5294 . 2l 55 62 61 18 .l 49 l6 !5 33 24 l1 55 49 17 o7 MulEiplecriEicaldepthsweretoundaEEhislocaEion.frecrilicaldeprhwithEhelotresL, 594.25 6295.95 503.71 6300.45 512.72 6300.49 525.1S 6300.25 643 .49 6294.49 5{4.13 5298.28 645 6295.49 655.75 6299.56 671.51 5299.31 611.4) 6298-41 714 -41 5298.11 725.26 6291 .92 179.\t 6291 .51 142.58 6297.6 151.14 5297 .04 159 -95 6294 -41 119 -94 6299.14 787 -92 5100.74 197 .63 5701.29 799.67 6301 .l9 844 .31 6102.19 a6t-22 5702.49 90?.84 6300.3 914.03 6102.38 920.7 6103.25 941.6 5303.12 958 -69 6102.49 63 00 6300 5298 6294 6299 6299 6298 6294 va I id, energy was used. cRoss sEqroN RIVER: Roaring Fork Rmcll: SEudy Reach INPU DescripEiou: xs 95.6 (71' Ds of Bridge _ stalio. ElevaEion DaEa num= 315 sla Elev sEa Elev sta Stsalion 1) EIew SLa Elev Sta EIew129.99 740.51 146.47 ?54 .84 114.53 781.68 792 .3 798 .61 800.1l 84I - 71 904 - 91 908.41 914.41 929.25 955.9 984,12 0 6323 .05 3.05 5320 .88 5.92 5319.49 8.?6 6316.{9 6l1l .93 6111.{9 6709 .02 6305 .49 6104 .28 6101- 95 6299 .11 6297.49 6295.04 6291.44 c292 .91 6299 .25 6295 -51 5298.11 6297 .51 6291 .61 6291 .t2 6291.59 5299.49 .25 t-59 6 .19 9.35 t2 -04 14 .16 31-31 l5 .58 19 .59 42 .91 46.11 51.{3 55 -96 s4.27 -19.11 .f2 .24 6122.9 6120.55 5118.{9 5115.89 6111.49 5311.4? 6108.49 5305 - B1 5301.{9 6301 .56 6299.49 6296.96 6291.49 6292.19 6291.09 6297.!1 145 -49 6294.19 ts2.o1 6296 .02 15? . 04 174 . 04 191 . 19 211 .83 224 .69 235.L4 251.67 259 .12 265 _ 65 281 .55 292 .99 l0l .55 lll .98 ,34,47 3t5 .74 1^2.94 147.7 359.52 .84 LBI 7 .46 9.15 12.66 75.29 12.64 15,13 39.81 41 .1 41 .96 52 .29 57,11 8{ .37 119.8 135.07 147.15 153. {6 157 .71 1?5.87 191.97 211.33 228.5t 218.21 252 . g1 259 .11 269 .55 2A4,85 295 .56 l0l .8? 327 .89 3l{.66 335.83 143.15 350. l? t51.51 6122.49 1.59 5321.8? 6319.5 6311 .49 6t15.2S 6312.49 5110 . 15 610?.49 6305 .22 5302.49 6t00.58 6298.19 6296 6293.49 6292.79 6291.09 5293.49 2.22 5 .91 8_39 10. g9 14.l L6.25 12 -59 l?-86 41,41 4{ .91 49.69 5{. r3 58 .57 94 .38 120.11 144 .15 t47.42 l5a .52 162 -92 180 - 99 205.55 2t7.44 2fc.11 241.l5 251.69 261 .39 2S0.51 2ga .99 101.28 105 .66 732.91 ll5,32 138.82 l{5.18 150.46 363.91 6121.49 6719.49 5316 .07 6314.49 5111.53 5309.49 6307 .48 6104.49 6102.44 6300.49 6291.91 6295,49 6291.47 6292.52 6293.11 5294 .11 5294 .54 6296 .S 5297.1q 6291 .1 6299.52 6294.75 6295.6 6299 -2 6297 .94 5298.04 5294.11 6299 .25 6294.51 5295.49 6297.58 5291 .6 6291 .49 6291.61 6294.5 5100. l4 6300.71 630!.21 6301.18 6101.5{ 6102 .l{ 6100.l9 6101.49 6301 .2 5101.18 6302 .51 11 .53 1{ .14 23 .4 l{ .4 3A.23 42.25 46.26 50. {5 54 .95 59 .74 111. 76 L20.94 115.24 150. l6 155.91 151 . 51 189. {8 210.8S 220.01 2f1 -21 250. 51 256.08 267.26 242.18 290 .1 303.45 106. 5s lll.28 335. 38 l{1.7S l{5.55 155 .54 6J20.49 6311 .82 6315.49 5)12.96 6110.49 6307 ,5 6305.49 5l0l . l5 5101-{9 6298.85 6296 .49 6291 .51 6292.79 529t.09 5.8 1.78 10 1l .19 L5.62 12 .61 35.5 41.72 44 .59 48.61 53 .19 51 .9 84.4 L20 .01 131 .52 154.1 6296.11 161 .51 629?.3 118 -34 6291 -49 205 -O1 6298.52 275.99 C299.14 211.75 6298.64 219.41 6294.43 253.25 6291.96 250 6295.06 211 -22 6294.49 2A6.f 6299.15 toz .15 6298.59 103 .95 5299 .55 7!2.\9 6291 .59 131,91 6297.51 136.14 6291 .61 114.32 6291 .49 1ao -79 5298.49 162.g 6100.24 6291.11 6294.26 5295.49 6291 .49 6291 .t6 6299 .38 5298 .65 6298.71 6298.52 5297.9 5297 .91 6295.04 6294 -9 6297.41 5294.47 5296.49 6291 .41 6291 .4 6298.49 6299.12 6298.56 6298.49 6297 .Ag 5290 .03 6299.2t 5299.11 5299.95 6295.55 6291.12 6291 .55 6291.64 6291.3 6299 .48 5100. r5 141.21 6294.49Manningis n values n Val SEa n val SEa n val sta Bailk SLa: Lefl Right 51.42 119.54 IneffecEive Elow StsaL StaR Elev 211.L2 241.92 6105.6\ 241.92 230.72 6)05.2f 250 -72 259.52 6304 .12 239.52 268 -12 6104 .21 268 -32 211.12 6703.59 211.12 255,92 6101.11 285-92 294.72 6302-51 294.72 307 .52 6102 -02 103-52 312.32 6301.46 112 -12 )21.12 6100.9 RighL Levee Station= .04 139 , 54 .05 155 . s5 lengEhs: Left Cbannel RighL 61 53 5l 10 T T T T T T T T T TA6a.22 ElewaLion= 6302.49 51.4?.01 Coetf Contr. -2 6291 -49 6297.21 6294 .49 6294.51 529A .69 6295.49 6291 .EA 6291 .97 5298.04 6299 .06 6299.11 6298.56 6298.10 5291 ,55 6297.63 6297.34 5Z9E.04 6299.81 Expan. 07 .4 r I I II I I I T TI I I I I II tI I I I 366. S1 390.55 418 . 81 4!5.21 449. g 455 .4l 469.68 49S.14 508.21 515 _ 32 522 .23 5t8 .59 552 .84 570 .4 592 .06 609. l4 637 .88 561.15 669 .54 682 .7L 697.42 102 . L2 1 52 .52 167.21 775.L 795.91 807 _ l8 812.1 420.42 s21 .f 813 . l2 845.98 851 .1 891 .51 979.21 952 .56 6100 .01 6299.72 5299 .85 5100 . l3 6t01 .15 630t.22 6100 .0s 6300.5 6100.33 6300.0{ 6299 .52 5299.47 6100. 03 6299.6A 6299.49 5299.44 6299,49 6298.49 6299.16 5299.09 5298 .5{ 629A,49 6298.49 6298.19 629A .O7 5291 .68 6297.49 6296.29 5294.12 6296 .38 6298.04 6299.91 6700.22 6101.49 5101.49 5100.92 170 .6{ 402.16 420.01 {15 .5 457 .54 455 .92 479.1! 499. B? s09.14 515 . 61 524.24 519.11 554 . l5 571.66 596.1 611.08 650 .12 66{ .88 669.1 5B{ .58 697.71 70{ .58 752.51 712.62 715.49 805 .21 808 .51 812 . l4 s22 .23 828.84 834.61 846 ,54 854 .95 921.7 9SO.71 942.61 6299.94 6299.72 6299.9\ 5300.41 5101.28 6301.14 6t00 .1 6300.5 6300.25 51o0. 02 6299.19 6299.57 6f,00 5299.65 6299.44 6299.44 6299.5t 6291 .91 6294.15 6299.06 6295.49 5298.97 6295.49 5298.1 6298 ,01 6291 .54 5296.81 6296.22 6294.49 6295.49 5298.49 6f00 6100.49 6102.08 6300.5{ 5300.94 549.t1 559.28 581.? 601.75 625.29 660.1s 655.39 611 .7 694.2 699.4 718 . 41 166.48 117.55 119 . 06 806 809. l2 814 .94 925.24 830.54 s18.05 049.45 8?8.55 950.25 981.26 986 .25 99t _1 1014 .15 7041 .79 6299.95 6299 -17 610 0 6101 .06 5301.28 6100.49 5100.21 5t00.19 6100.0{ 5299.19 6299 .59 6300.06 5299. 86 6299.49 6299.48 6299.q9 6299.49 5291 .92 629g.SA 6298 . 85 6291 .57 6290.94 6299 .19 5298.08 5Z9A.02 6291.54 6296.19 6294.48 6295.49 6297 .1 5299.49 6100.14 6301.11 6302 .6 5100.49 6102.13 5t0l.35 5l0t . l7 6302.12 6299 .95 5299.9 6299.51 6299.92 6299.64 6299.41 6299.49 6299.49 6291 .56 5298.91 529A.91 6298.41 6298.94 6294.24 6295.09 6298.03 6291.54 6296.15 6294 . t9 5294 -95 6296.72 6295.51 6300.07 51 01 .07 5302.49 5300.49 6301.49 5lol.2B 6301.46 6302 . q9 370.94 405 .62 429.54 438.4 4 51 .71 {55 ,65 q1 9 .96 500 .65 510.72 519 . 55 514.12 5{3.{l 557 - 16 51 2 .04 603 .91 625.L9 657 .O2 655.91 61 | .56 597.72 597 .81 701 .11 763.39 177 118,12 805.55 808.58 9t4,76 823 .69 829.27 835.01 941.14 875.1 919.37 981.25 954,29 6299.95 6299.72 6299.89 5100.49 5301 .20 6301.0l 5300.15 6lo0 .5 6loo. 19 371.{5 411 . 64 431.21 448.02 {53.8 460-s6 490.82 505.17 512.19 520. l7 535 .5s .9 81 24 14 27 41 {9 34 99 .8 8? o4 1t {9 48 .5 96 49 05 71 19 64 19 0? 01 53 29 18 l6 49 80 19 15 6l 59 49 41 l5 07 184 .6 6299 417 .53 6299. 433.11 6300.1 449.61 6101. 454 .19 6101. 462.27 6100. {95 .51 6300. 507 . 17 5100. 5t2.97 6299 . 521.05 6299 531 .75 6299. 552.{6 6300. 564.16 6299. 582 -15 5299 - 604 .44 5299 . 61t.61 6299 661-7) 6298. 661.61 6294. 6AL.2-2 6299. 595.72 6294. 10L.24 5299. 711 .6 6295. 166 .SB 6299. 774 ,12 6295. 179 .5t 6298, ao6.25 6297. 811.24 6296 . 419.42 5294. s26 .95 6296. 87t.12 6297 . a44.!9 6299. 050 .59 6100 . 8?9.41 6101. 952.11 6fO2. 981 .55 6100. 987 . l5 5302 . 99? .58 5t0l , ffaming: fre energy lo6s ras grealer lban 1.0 tt (0.1 m). betsween lhe cur.ent and previou6 cros5 aectsi on - ThiB may indicaEe the need for additional croBs secElone. NoLe: MulEtple crilical depthe were found aE EhiE location- fre critical depEh wiEh Ehe loweat Burface sas u€ed. cRos6 sEmroN RMR: Roaring Fork RBCH: SEudy Reach INPE 95 _ 45r SLa Elev Sta 459 SEa Elev SEa EIev Sla Elew 1014 .7 6303 1050.53 6302 1 L2 ,4 17 .0S 21 .06 26.t2 24.51 )1.71 51 .26 54 .99 69.81 17 .19 82 .01 8S.79 95.52 to2 .22 317. l3 314.55 311.42 309.15 107.98 30? .41 10c.21 303 .5S 101 _ 81 lo0 .85 299,52 299.11 296.19 145. t19 189. 199. 206. 211 . 6294.51 6292.54 6291 -21 629L.45 6291.61 6292.14 6294.74 5296.18 5.51 10 .61 15.33 1S .66 21. 11 21.9J 31. S1 45.23 59.71 68.29 75.14 79,74 a5,41 91.95 99 .68 106.18 160. s4 180.45 198.11 200,65 209,45 2t!.s7 274 .O7 254 .71 292.22 290 .66 108.55 111 .16 315.08 344 .49 !52.61 374.14 182.6f 400 . 12 401.86 {18.17 441.7 441.25 45t .76 461.56 474.72 452.51 492.12 528. 89 549.52 55S.16 587 .07 594 .5 601.19 640.35 654.12 665.64 o 6320.72 5120.49 511?,44 5115 .75 6112 . 15 5109 .77 6304.22 6101 .62 6706.92 5303 .59 5102 .25 5100.97 5299 .g 6295.42 6296,45 6294.59 629).24 6291.75 5291.32 6291.41 5292.14 6294 6295 .92 6296.q 5296.34 6291 .14 5297 .4 6291 .24 5297.64 6297.5 6291 .09 6297.23 6291 .41 6294 - 09 5298.r6 6291 .54 6297 .49 6295.45 1.53 5319.97 5319.18 6316 .36 6313 -15 6110.92 6308.67 6JO1 .97 6101 .02 5104 ,51 6102.92 5101 . 6 6300. { 6299 .3 6297.25 6295.12 5294.15 6292.05 6291,2) 6291.45 6291.72 6292.5 6295.49 6296.54 6296.29 6296.52 4.06 10 .59 14.21 LA.27 22.44 26,21 10.95 44,54 59 .58 56 .86 12.76 18.11 a4_5 92.\6 96. g8 105. 16 1{5.39 179 .92 191. l2 200. {5 209 .2t 211 . 01 225.06 245.45 215.38 2gB.79 304 - s9 711 .27 314 .55 340.13 t{9.56 171.86 179.18 195.5 401.75 432.64 {41.34 442.55 452 .26 {51 .54 {7t.41 q1s.94 4S8.64 521.53 541,41 s65. {6 574.94 594.38 s98.16 628.11 657.72 664.44 610.96 6118 . 7 6315.78 6311. l5 6110 . 66 5105.42 5107. 96 610? .08 6303 .9{ 6102.91 6fo7 .42 6100 . l2 6299 .26 6291 .21 6295.18 6293.12 6291.79 6291.23 5291.45 6291 -15 6292.52 6295 .8{ 5291.92 6298. 15 5291 .6A 6291 .52 6296.95 5295 -44 6296.9L 6295 .61 6291 .5? 6298 .49 6295.95 6295.75 6298 .54 6294.53 5290.65 6298 _ 9l 6299 .41 6299 .27 6290 -54 6299.61 6299 .4 6294.15 63t7 .92 61\5.71 6112 . 6 63tO.42 6291 5294.95 6291 .52 6291.11 629t .02 629t.47 6292 -29 6292.59 6295 .59 6296.48 6296.24 6297 -05 6297 .15 5291 .f) 6297 _56 6297 .51 5297 -OB 6291 .tB 6291.21 6291 .91 6298.19 6297.55 6291 .52 6296 .86 529C.85 5296 .93 6295 .81 6291 .55 5298.46 5294 .15 6294.79 6298.49 5298.51 6298.8 5299.12 5299.46 5298 - 8s 5295 .51 6299.6 6299.31 108.l5 107 .53 f07 ,06 10f .72 102 _ 91 lol .12 299.51 299 .09 3.09 9 .ll 13 .51 17 .86 21.99 26.19 29 .65 42.14 59 .52 66 12 -32 79.49 84.41 90.11 97 .16 101 .97 145 . t4 t1 9 .12 19t.24 200. l5 2 08 .41 2t2 -44 221.)5 243,A 21 4 .75 245.77 299.90 116,07 .51 5.74 10 .53 16 19 .89 24.09 21 .99 15.2 51 .21 62.41 69.15 75.64 81,45 s7 -61 95.43 100 .39 107 .95 1?3 .55 180 .58 195 .92 204 .42 209.17 2la.1a 235.5 256.9L 247.44 294.O4 110 .8s 118 .9 )16 .2 6291.24 6297 -4) 5291 .25 6297.56 6291 -t 5291.06 6291.25 6291.65 6295.15 6297.41 6291.57 6297 .21 6296 .54 6296.9 6296.1 6297 .21 6298.55 6294.86 6298.14 6294.57 6298.42 6298 -55 6295.92 6299.41 6299.15 629S.51 5290 .64 6294.4 5298.14 220.44 5296.41 240.19 6296 .19 257 -91 5291 .75 295.01 6297.47 297.01 6291 -75 1t2 -93 6297 .52 )2).96 5297 .11 )76.69 6297,O1 145.31 6291 .26 f62.49 6291 .54 771 -fl 629A.13 791 .75 6294.O1 401.21 6297.54 405.25 6297.45 439.51 6295 .85 442.21 6296 .gA 450.5 6295-51 453-)4 6296.96 469 .41 6298.14 416.52 6298.81 407 ,59 6298.12 505.5{ 6298.65 5l8.ll 6298.41 551 .54 6295,65 572.79 629S.AA 589.16 5299.18 595.59 6299.a2 674.9t 6295.52 64S.27 6298.61 660.16 6298.5L 559.81 6298.18 980.91 6301.01 989.66 5303.25 990.21 1002.s9 5301.5S 1005.12 5303.51 1009.59 1015.21 5101.28 1022.16 6103.01 1032.84 Manning's n values SEa n val sEa n va1 6296.54 6295.)2 5296.54 6297.25 5297 .J1 6291 .41 5291,54 6291 ,Og 6291 .09 5291 .26 n val sEa n val 07 55 04 t41 .21 . 05 154 .52 Bank SEa: LefL RighL Lengths, LefE Channel Righc 55.96 741 .21 2lA .5 225 .15 2t5 RigbE Levee station= 952.77 ElewaLion= 6102.53 Protile {100-yrCROSS SEMION OMPM . E.G. Elev (ft) + ve1 Head (fE) + fl.s. Elev (fll r Crit H.A. I tE) * E.G. slope {tLlfL)+ e Toral (ctE) . Top wldEh (fL) r vel ToLal lfr/B) r Max Chl Dpth (ft) * conw. ToEaI (cfE) r LengEh wEd. (fE) I Min ch EI (rE) , Alpha r Erctn bBE (fL) .c&Ebss(fL) a 6)02.25 '* 0.91 r r 6301.38 r r 5f00.42 r r0.00407t . +l22SO.OO . r 84{.11 r r 4.82 '* 8.85 r r!92420.1 . . 229.11 * . 6292.52 . . 2.51 r * 1.09 ". 0,05 + ElemenE Reach Len. (tL) Flow Area {sq fE) Area (3q fLl FIow (cfs) Top widEb {f!) Avg. vel lfLls) Hydr. Depth (ftl Conv. (cfB) WeEEed Per. (fE) Shear (1b/sq ft) SLream Power t1b/tE E) Cun volume (acre-tt) cum sA (acreE) Coeff conEr .1 Expa.- warning: The velociEy head haB changed by more than 0.5 fL (0.15 m) additional croEs secEionE. RighL OB + 0.069 . 235.00 r !752.O1 '1752.Ol . 4853.41 . 740.15 . 2.15 . 2.31 1 75207 -O . 144 .tO + 0.60 r r.56 r 3s.41 * 24 .16 ' 446.69 454 .57 461.65 4?5.88 4S6.12 493.92 532 .56 551 .05 570 .58 589.11 595 605.33 642.09 550 .53 661.67 6296.5 5295.9 6291.54 6298.14 6295.11 6299 .66 6298 . q5 6298.52 6298.84 6299.71 6299. q5 6298 .79 5298.55 6298.52 6295.29 LefL OB 0 .070 218.50 {1.52 41.52 1{6.49 L2 .65 3 .)7 I .44 2295.4 1{ .40 Q,71 2 .59 10.59 J.12 Channel' o. 0{0 r 226.75 . 144.61 ls7 .54 115 .54 384 .81 401 40{ .06 4!9.t2 313 . 17 711 .25 347.15 157 .5 11 I .69 191.08 401.16 114.16 44r.1 442 ,13 152.Oq 458. 11 472 -32 471.52 {a7 ,98 517 .32 540.3 561 . l1 514 .7 594 .15 591 .22 621 .O) 651 .5 561. 1 61 0 .56 ?53 .01 753.0l 1210.O4 91 .31 9 .65 g .25 11917 .7 91 .61 2 -09 20.!7 l3 ,51 4 .66 This may indicate the need tor o I II I I I I I I ITI I I II I II' I I I 617.55 6295.28 652.46 5299.45 699. 59 629A .57 108.11 6294.05 121.91 6294.73 7lB.18 6299.19 141.52 6299.06 172.23 6299 .55 793.29 6298 .62 573 .9s 581 .56 700.37 109.12 121.77 7lB,18 150 .18 119 .2 6290 -25 629e.46 6295.59 6294.06 629A.84 6299.22 6299 5298.9 6298.6 6295.99814 811.1 a6L.1 794.4 814 878 580.9s 694.52 701 . ?l 721 ,12 730 .09 7{6 .01 769.l8 792 .4 811.99 829 .4 s59.16 861 ,24 87{ . {3 88S .76 907 .51 912 .5S 9lB .02 992.45 1004 .83 1012 . 18 1045.0 1050.57 105S.51 1058-11 1076 .61 1082. t7 1096.6 1104.57 t12E.21 11{6. B7 1 195. 98 L225 .69 121 I .92 121 A .29 1281 . l5 1t00 . l5 1317.4S 1319 .52 6299.04 5298 . 87 6294.54 6298 .72 6300.62 6300 .7{ 6299.25 6300.24 6300. 85 6299.59 6299 .21 6299 .51 6299 .75 6299.64 6299.51 6299 .21 6295.1 6296 .99 6297 .tS 5298 -87 5300.01 5301.32 5101 .54 6102 .01 6102.1 6103 - I 6lo{ .81 6302.89 6l03 .1 6304.17 5305.06 6704.94 6104.48 611 , g5 505.05 701.9 714.17 127.62 147.16 758.91 741 . f9 199.25 820. { 846. S? 863 ,62 871 .83 886 - 85 90t ,53 9\O.22 920.46 97S. 5 6295.1 5294.42 5298.{8 6298.22 6299.04 6299.15 6299.9 6298.73 6298.51 6299.5 5300.76 6299.99 5100.16 6t00.89 5t00.08 6294.46 6299 .A6 6299.92 5299.71 5299.63 5299.36 5299.27 6298.14 6296.45 629A.12 6299.14 5301.04 6299 .05 5299 .11 5298.89 6294.73 5298.49 6299.84 5300.14 6299.54 6300. 18 6300 - 9 6299 ,95 6299.04 5299.84 6299.92 6299.65 6299 .5 299 .21 298 .14 29A.29 291.07 295.14 299.62 301 .17 5301.51 1101.11 6101.59 6301.99 1111.85 5102.13 6302.01 1141.54 5102.07 6301.18 11?7.48 5l0l.l 5104.69 1221.09 5104.49 5104.5 1268.51 6303.5{ 6102.94 1274 .22 6101 .O8 5104.22 l2S2.4t 6104 .6 5t0{.85 1293.51 6104.93 6104.99 1115.51 6104.98 6104.62 1118.85 610{.49 6104.7 1161-72 610{.? n VaI Sta n val 580. 07 629S. l4 690.11 6299.21 ?03.49 5298-lS 6298 .36 629S .55 6294 .)7 6295 .7 5299.07 1t7.2A 5298-44 Earning: The enerry loEs waE greaEer Lhan LO fE (0.3 n). bet*een the currenE and prewioue croEB ThiB may indicaEe Ehe need for additional croas 6ecEions. Harnlng:DuringEheEtandardBlepiteraLions,whenLheasBumedwaLersurfacewa6EeEequalEo criEical deplh, Ehe calcutaEed waEer surtace came back below criEical depEh. IriE indicaEes Ehat nol a valld EubcriLical answer. The progran detaulEed Eo criEical depEh' 127 . 144. 760 . 781. 800. 821 . 855. 865, 472 . 887. 905. 911. 934. 978. 1004. 1011 . 1046. 1050. 10 55 1065 _ 107{ - 10s0. 1091. 98 39 26 46 59 15 74 84 0! 01 49 62 55 51 3{ 89 23 48 19 6l 31 46 CROSS SECTION 467 874 891 908 913 959 996 100 5 1012 lo41 1051 1 05S 105 9 t011 10 B4 1098 1104 1137 6298.98 5100 .64 5100.34 6299 ,41 6300 .25 6300 .73 6299.57 5299 .5 6299 ,89 6299 .71 6299.64 sl9. 851 .8 869 .1 6300 510 0 6299 610 0 5300 .14 .97 .21 .L2 .61 .s7 .94 ,11 .61 .59 .25 .34 .95 .o2 .18 .42 .44 .61 .94 .55 62 62 62 52 62 62 52 62 62 62 6l 63 63 6l RMR r Roarinq Fork REACflT study Reach RSr 9s.l*.5 .1 lNPM DescripEion, aLaLion Eleva!ion DaEa SEa Elev SEa Elev 459 Sta 6118.09 6114.11 5312.01 6107 .I 6305 . 04 6301.95 6104.?s 5104 .55 6295.59 5299 .02 6291.44 6291 .t5 6296 .15 629{ .1l 6292.66 5291.44 5290.06 6289 .12 5289.83 6290.41 6292.5 6295.01 6295.5 6295.29 6295.g 6295.12 6295.15 6296.65 5296 .51 5296.29 6296.43 6296 .52 6291.\2 6291 .OA 6296.5 6296.47 5296.11 6296 .!5 6296.11 5296.2 6296 .51 EIev SLa EIev SLa Elew t20L 1232 1212 1216 t2s4rl0l 112 0 13 41 6102 . 610 3 6104. 6105. 5304. 6303. 1105 113 B 1 15? L2! 1272 L212 721 A 12 g5 1308 1425 13 54 6304 .59 5304.6 6302.17 5303.95 6304. Sl 6305.02 6104 .79 5304 -72 5l01 5101 Manning's n values sLa n val 0 .07 6299. 6299 .2 995. 1007. 1013 1047. 991.41 1007 .51 1015.57 104 9 .02 1055. 09 !061.22 1074 ,18 107a .91 1088.45 1100 .91 1110 . 19 1140.65 at62.4g 122t.89 1235.92 1212 .92 1280-38 1289 .11 1314.83 1333.52 1358.05 ,74 9.79 15 .44 23 -24 28.S9 l5 40 .56 51 .1{ 91 .13 91.27 100.45 109 .87 11S . 31 121 .25 138 .62 145.81 156 - 17 215.54 240.22 252 .6 254.49 265.02 276 .04 lo0 .14 122.63 155.06 368 188.59 198.39 419 . 53 429. S1 445 .14 461.13 478 .96 495.7f 502 .41 5{5 .31 549.06 554 .56 564 . s5 572 . e5 4.48 13 .55 19.19 25.95 31.95 38.05 4l -\2 62 .09 85.5 9s. 85 105.05 114 . 01 tz2 .6 131 . 84 141.11 150.82 206.11 279 -64 247.12 257 .51 26t.16 269 ,19 219.19 105.61 l{{ .44 151.12 175.26 l9{ .91 4 15. gl {20.82 412.92 451.19 411.45 406.6 499.17 515 .54 541.13 549.72 551 .1 568 - 51 585 - SS 392 .23 505 .02 615. 99 668. 95 697.08 111 731.19 738.52 174.96 804 .85 5116 - 5 6112.91 5109 .6? 6t06.35 6301 .85 6104 . {5 6304 .55 6299.99 6295.34 6297.11 6291.! 6291 -04 6294 .7 6291.52 6292.3 6290.26 6249.61 5289 .42 6290 6290.54 6294.46 5295.6 6295.41 6295.11 6295.97 6296.75 6295.42 6295.61 5296 .3 6295 .24 6296.45 6296.81 6297 .11 6296.19 6295.5 6296.15 6296.12 6296.11 5296.05 6296.42 6291,33 5.89 15 .19 20 .64 26 .53 32 .65 ls.1 44.94 64.69 05 .68 97 .lt 105 .68 114 . 16 122 .1 4 1ll. 86 141 .62 152 . {l 206 .31 279 .19 24A .82 251.61 264 .16 269.95 247.1r 308 .5t fEs.27 351.59 tBt .26 t96 . l9 41?.55 121.50 415. 85 463.11 a12 .05 492 499.65 5l? . t9 5a8.02 s{9.85 561 . l6 512.11 581 .24 593 ,98 605.82 645.02 619 .21 699 .1 t 7lt.29 715. 05 139.61 176.29 so7 .51 61t5.9 5112 .06 6109.21 6105. 04 5l0l .58 6304.45 6JO4 .12 5298.97 6298. l4 6291.63 5297,28 6297 .01 5294.64 6293 .26 529!.94 6290 .09 5ZE9 .61 6249.82 6290.04 6290 .54 6294.9 6295 .6 529s.15 6295. t5 6295.97 6295 6296.2 6296.6 6296.29 6296 .32 6296.41 6296.91 6291 .71 6296 59 6296.5 6296.18 6296.12 6296 .11 6291 .51 5295.91 6296.72 0 6l1g.3s 8.09 6114.95 15.42 6112.04 22.26 6105.33 21 .11 6705.74 ll . 59 6301 .73 40.57 6104.76 46.21 6304 .11 67.L5 6299.55 86.74 6298.31 99.\9 6291 .49 1o9.61 6297 .16 1l5.Sl 6295.99 124.! 6294.51 L36 .46 6292.9) 14{ . 78 6291 .78 151.19 6290.OB 226.69 6289 .51 240.11 6249 .41 252-O5 5290.35 253 .87 5290 .64 254.64 6294.99 210.04 6295.56 295.69 6295.29 319.95 6295.72 353.57 6296.1 367 .A1 6295.92 3A5.14 6296.14 396 .5 6296.6 479.79 6296.29 429 ,61 6296.4 439.51 6296.5 {65.89 629?.04 416.28 6291 .13 491 -59 6296.51 499.18 6296.5 5t1 -14 6296.13 548.{6 5296.14 550.15 5295.19 563.2 6296.13 572.14 5296 .66 588 . 0B 6295 .9? 595.53 6297.16 6to.oa 6291 .62 655,O1 6291 .25 6A0.22 6291.29 0 .54 1.{1 21.16 20.86 EOz.49 BO2 .49 90{8. lo 9g.23 11.28 B.17 I t20199 -5. 98 .18* 2.96. 12.21. 29.46* 4.75 2.23 5117 .45 10,15 6f14.17 18.02 6110-61 24. S1 5306.95 10.59 6304.18 l7 .9{ 6304 -41 {1.44 5304.71 54.22 6fO3 .21 81.17 6299.69 9{ . {1 6297 .81 101-44 6297.42 rt2.1 5291 .Og r19 _2L 6295.45 Lzg.9g 6297 .69 a3s.1q 6292.64 LAS.48 6290.6 206.Ll 62s9 .61 239 -63 5289 .82 245.9A 6249.91 253 -24 5290.49 261.0S 6291.54 267 .51 6295.49 2,1A.06 6295.52 302-q5 6295.29 321.96 6295.Sl 357 .O5 6296.15 11t.12 5293.6 391.1 6295.55 404.58 6296.45 120.11 6296.25 4!O -13 6295.45 45t,66 5296,12 169.11 6291 .!5 qaz.56 6296.97 499.O1 5295 .5 503,91 6296.45 5{5.86 6296.13 549.15 5296 . t6 559.21 5295.9{ 555.11 6296.24 5A2.4 6291 .19 591.01 6291 .44 60{.55 5297-51 626.48 6297 .79 666 -35 5297 .17 690.O2 6297.4 70a.t1 6291 .16 128.91 6291.67 7)1 -15 6291 .51 160 -14 6295 .96 800 . 91 5296 .85 SEa n val aEa . va1SEa 102 .22 04 200.45 CROSS SECION OEPU Profile {100-Yr Bank SEa: Left RighE to2 .22 200 . q5 LengEhe: LefE Channel zts.5 226.15 R ighE 235 CoeIf ConEr .1 Expan .l 055 209.11 -01 1351.72 .01 + E.G. Elew {ft) * ve1 Head (ft) r w.S. Elev (EE) , criL E.S. (fr) . E.G. slope (fllfr) . Q ToLal {cfs)+ Top widlh (fL) * vel ToEaI (fLls) * Max Chl DpLh IfL)r conv. ToEal (cfE) . LengEb Htd. (tt) . Xin Ch E1 (fE) . Atphar FrcEn Loss (tL) .C&ELo66(f!) I 6101 . 11* 1.49| 5299.65. 6299.6s .0-005611 .12280. 00. 830.84 l ReacL Len. (fE) r Elow area (sq fL) (Eq fL) '(cfa)EidEh (fr) ve]. (fllo) Top AE. Hydr DepLh ( t L) lcts) LEIE OB 0 .059 218.50 89,40 89.4 0 379.19 25 .71 | .24 1.48 5062.4 26 .15 I.17 4.95 70 .26 1 ,22 Chanoel * 0.040 + 226.15 . RighL OB 0 .058 215.00 1084 .20 1084 - 20 2852 .50 705 .89 2 .63 1 .51 18082.4 709.02 629 2t 62.l 06 o2 48 27 00 weEEed Per- {ft) shear (1b/Eq ft)* sLream Power (lb/fL s) + cum volune lacre fE) * Cum SA (acres) 103 5291.76 726.17 6297 .51 735.19 6291 .55 145.91 5297 .22 191.21 6295.91 590. 502 . 6L2 . 659 552 . 106 - 128. 135 . 744. 797 . 5296 .03 6296 .65 6291 .ta 6291.56 6291 .54 6297.35 6297.25 5291.29 5291 .75 6291.65 6291 .49 6291 .52 5297.13 6297 .lf 6297.29 6297 -14 5291.65 6291 .51 6296 .91 5296.19 24 5291.13 15 6291.48 2S 6297.11 .5 6291.2 ll 6297.34 oB 6297.15 5t 6291.61gt 6291.64 44 6291.17 15 6295.81 xarning: The energy equation could Dot be balanced wiEhin the specified number of iEeraEions. The prqram uEed criElcal depth tor the raEer Eurface and continued on wiEh the calculations- warning: Diwided tlow computed for Lhis croas-secEIon 629 9 915 IT T I T I II I I IT I I I II I I IT I I T 80s .8 a22.11 831.8{ 842.7 851.62 87{ .85 890.79 910.79 922.21 952 .4 978. 1l 100{ . 45 102{ .38 106r.85 1069.17 1017.52 1091.75 111S.47 7125.37 11S1.04 1225.41 12f7 .99 1246.18 1288.5 1291.72 1102.55 1315.29 1t25. 06 1lt3.45 1151 . l1 1358.91 139S.63 1418, l2 1476.99 1514. l9 1561.82 1558.59 7511.9 1501.53 \522.94 1550.81 Manniilg'B n values SLa n Val SLa 6296 _1 5296 .42 815.9 s24.52 s32 .3 844 .04 864 .58 876 s93 . 17 9to .19 926.19 959 .59 919 .55 1004 .61 103{ .73 1051 .87 1071.09 1081 .67 1112 .11 1118 . 51 tl29.l7 1200.49 L221 .04 1239.35 L246 .49 12S8 .89 7296 .71 6296 .55 5296.4 6296.54 6297 .L5 6297 .29 6296.26 6297.55 6298.54 6299.4 6298 _12 6291.12 6299.49 6102 5101 . 71 5101.45 6fot .62 5101 . 18 6100 .75 6100,71 5101 .36 5101 .21 5101. l9 5301.1? 5100. 99 5300.l9 6296 .3 6295.95 5297 .2 6296 .41 6291.36 6294.24 629A .51 6295.25 6297 .S 6291.94 6t0t. ?5 6fo2 6101 5301 .51 6102.67 5300.81 6100 . 15 5300.85 6t01.25 6101 . 2 5l0t .18 6301 6100.62 6299.49 5299 - B8 6lot.24 6101- 98 6102.75 5l0l .09 6l0t .19 6t0t.ll 6105.52 630? .08 5305. 1l 6105 .25 5106. l 6305 . 53 5305 .6 5105.49 Et5.t1 6296.54 819.04 5295.{7 820.61 6296.46 921.24 6296.32 S2S-t5 6296.29 525.64 warning: Diwided flow compuLed for lhis cross_6ection. warning:Theenerglodswa€greaterlhan1.ofL{O.lm).betweenqhecurrenEandprewiouBcroas secEion, Thls may indicate Ehe need for addiElonal croEB secElons warning: During Lhe ELandard BEep iEelaLions, when lhe assumed eaEer surface was Eet equal !o cuitical depEh. Ehe calculared paEer surface came back below criElcal deptsh. fhis indicaEes Ehat noL a valid subcriEical an6wer' The program defaulLed Lo criEical depth. 6296 .52 6297 .OS 6297 .25 6296 .24 6297 .42 6295.5f 6298.11 629A.21 5291.17 629A.41 6101.79 6101.73 5101 .12 6101.51 5302 .4 6300.77 5100 . 51 5101 .14 6l0l .23 6101 .19 6301 .1g 5101 6100-4s 6299.49 6100.2 6301- 38 5302 -1A 6302 . 85 6103.1 817 .07 8{5.86 865 .45 8S2.18 a91 .99 915 . 17 935 . t3 910.91 9A5.42 1011.26 5295,75 839.78 6297 .O4 g52.rl 6291 .O9 858 _ 4 6295 .15 895.24 6298.16 B9A.l2 6298.5 919.37 6298 -1 9t7 .77 6297 .99 911.02 6297.54 957.O5 5299 .5 1014 .53 840.84 962 -!2 868 .68 890 .19 900. 9 920. l5 944.92 911.05 1 001 1022.21 5296 .88 6296.12 6296.99 6296.82 629A.21 6299.54 6295.29 6297 .94 6291.49 5300.19 5101 . 5S 6302.71 5101.12 6100 .22 6100.8{ 6301.35 610r,2 6301.18 6301 CROSS SECTION 1041.61 6302 1054.{5 6302 1059.37 1064.08 5101-40 1066.8 5301-18 1058.51 RIVER: Roaring Eork REACH: SEudy Reach INPM Deecript ion: slaEion ElevaEion DaEa SEa Elev SEa 101 4 .L2 LO92.41 1112 .86 1121.03 1113.55 120{.48 t221 .59 t2)9.96 127 4 .22 1290.61 1298.08 1108.01 1727.41 1121 .2t 1318 . 87 1354 _ 0? L355.42 7402.65 t429.72 1501.9l 1519.08 1554.29 1573 .4 1594 .07 1615 . 5 1518.3{ 1658. l4 5lol - 57 6702 .7l 6301. l2 6100.15 6100 .79 6301. ls 6101 . 2l 5301.19 6301.05 5100.98 6300.39 6299.51 61 01 .0? 6101 .58 6102 -59 5302.95 5301-48 5302.91 5J04.79 5l05 . s6 6306.57 6105.09 6305.95 5306 . l 6706.51 5l05 .55 6fo7.za \o14 .11 to92.61 1115 .25 1t22.75 1150.9 1204.56 1215 .06 1245.28 l2a1 .26 1292.44 1298-46 lt1l .15 112t.96 1328 .91 134{.97 1t56.75 1359.91 1401.85 lq47.55 1501 . l9 1559. 04 1555.88 1575.88 ls89 - {? 1616.17 1544 .87 1672 . gr 1077. l 109{.81 1117 .92 a123.92 7755,02 t22t.56 1236 .66 7245.64 t2s7 .95 1292.55 1302.26 1l14 1324 .38 1331.42 1148.81 1358.55 138?.51 1410,25 1470 .21 1507.79 1561 .05 1565 .96 1511.O1 1591.82 16 18 ,74 1645.68 R8: 95 . 15r Elev 458 Sta Etev Stsa EIev sEa Elev 6102 . s4 5106 .2 5105.74 6306.5 5105 .05 6105 . s 6306. l 6106 .55 6105 .58 5305.3 6100.65 5300.35 5299.69 6301.1 6lo1- 75 6102.51 5301 .0l 6t03.68 6303 6104 .8 5306 . {5 5105.5 6)O3.24 6l05 .19 6l06 . l9 5306.61 5f05 .49 630?.31 0 10 .61 20-22 29 .2 15 .55 6108 .: 6304. 6101. 6299. 6301 5302 . 6297 . 2,92 6!L4 .94 13.33 5311.01 23.67 5)O5.1 12.54 5102.44 530S.34 5105. 07 6107 -42 6298 .14 5300.95 6302 .15 6116.0{ 6f72 6293 . 5294 7 5294.21 9 629s.65 -97 6f15,68 12. 94 6111.19 20.25 6308.f 30.48 6101.45 3?.9 6300.12 45.9 5299.69 53 .31 6301 .9{ 61 -07 6302.17 109.03 6293.8 L79.11 6291 .19 t17.15 G293 .92 144.11 6294.51 155 .17 6293. g9 165.9 6291 -74 1S1 .81 5290 .71 191.26 6289.65 204 -f9 5ZAE.37 297 .44 6244.17 302-95 6285.21 t05.61 6288.55 31s.62 6292.11 J27.29 6294.59 )35.69 5294.6L 164.5 6294 .2 189.8 6294.q5 429.02 6294.SS 446.35 6294 .05 469 -26 6295.69 485.19 6295.58 501 .57 5295 .5 515 . 1 5295.55 540 - 83 6295.91 562.24 6295 .71 511 .35 6295.47 596 .78 6295.47 602 .58 6295.45 652.15 6295.q\ 556.04 6295.41 561.91 6295.35 61q.92 6295.51 695_31 6296.03 705.51 6296.O1 721.5 6295.29 147 .42 6296.14 194 .18 6295,A 822.51 6295.\5 84t .95 6295.81 s59.47 6295.44 s1s.92 529s.5! 90s .17 6295.4 5.88 5lll. 81 17.78 5309.39 7.71 6311.11 6293 )2 07 o7 12 .9 l5 11 76 84 .5 ,9 oz 92 04 38 6295 .12 6295,49 6295.15 6295.92 6296.24 5295 .08 5295.97 6296 .05 6295 .85 5295.84 5295 . A3 5295.54 40.12 49.16 54 ,36 71.11 109 - 09 121 _42 113.0{ 1{7 .03 155.l5 159.r5 181 . 97 194.74 267 .03 299.55 l0l .59 ,o5.19 31S . 31 124.11 6299.5 6100.88 6101.98 6300.2 6293 .19 6291 .A7 6297.98 5294.65 6291.52 5291.s8 6290.71 6288 .55 525A.11 5288.18 62EE.29 6298.57 6293.45 5294 .65 5294.57 6294.15 6294.69 6294 .56 6294.19 6295.66 6295.5 6295.5 6295 ,66 5295 .97 5296.L9 6295.7 6295.q1 629s.44 6295 -41 5295.44 6295.41 95,78 95-8{ 9s.14 95.32 199.6 251 .f 25 -96 6105.6 t4 .01 5101 -78 4\.9 6299.04 49.9 6300.92 56 .55 6302 . 08 81.41 6295.48 ttf ,59 6297.76 725.77 6291.82 117.17 6294.21 r49 -51 5294 .15 150 .8 6292 - 15 \12.92 6291 .13 185.1 5290.45 19?.6S 6288.48 261 -25 62Ag.ll 299 .67 6258.\A l0{.32 6288.11 l05. s2 62S8 .5? 119.5 6291.97 324.96 6294.65 3q2.75 6294.57 111.52 6294.11 415.01 6294 .1 4)4 -4 6294.61 451 .54 6294.91 415.52 6295.65 500 .64 6295. 5 508 .82 6295 .54 522 -15 6295.59 20. t4 27 .O7 34.8 42.43 49.97 58 .99 8{. S5 113.59 127 .31 rts-61 1301.71 6299.41 1ll8.7l 6300,s4 1325. 9 6301 .48 1314.11 6102.21 1152 .19 5302 .8B 1359 . t5 5303 .11 1199.98 6302.79 1122-A4 6105.6) 1498.03 6106,7 1515.12 6305.59 1551 . gl 5105.05 1571.57 630s.79 1580 .24 6305 . l1 1508.14 6105.58 152S . 09 6105 .57 1564 . 01 5307 .24 11 5293 5293 6294 9t 16 8l 25 .8 L4 15 !7 39 11 19 49 69 .1 130 143. 152. 1?S. 1S9. 201 L49.99 6291 a60.98 6292. \13.51 6291 - lb8.37 6290 . 6294 6292 . 6290. 6290. 6288. 5 n val SLa n Va1 Sta n Va1 Sla n Val 01 L672 . BL 299 305 112 120 ll3 151 3Bg E26 5288 62S8.19 6288.51 6294.01 6294.!5 6294.6 6294 -23 5294.45 6294.55 6294.51 5294.1 6294.39 6294.5) 6294.5 6295 .4l 6295.55 6295.5 6295.61 5295.12 5295.1 6296.01 62 62 52 62 5 88. 88. 88. 88. 88. 294 6295 6296 5296 6296 6295 6295 6295 6295 6295 0 .07 1{8.48 .04 253-61 .06 Bank Sta: LefE Righ! LengLhs: LefE Chanilel 148.{8 253.54 21A.5 226.15 CROAS SEflIQN OmPm Protile fl100 Yr 265.02 RighL 235 Coeff conEr .1 Expan .3 455 411 13, 159 -42 114.12 429.46 {50.55 417.19 498.{8 50{ . l9 518.68 548.07 554 .21 5A2.12 596.91 615.12 554.15 656.71 570. 15 61 g .92 699.44 106.9s 122.06 758 .55 797 .62 sf,0. 85 847,1 875.41 8?9.81 922.58 . E.G. EIev (tE) r ve1 Head (tL) r H,s. EIev {fu)r criE w.s. lfL). E,c, Slope (tLlft) . Q ToEa) (cf6) . Top WidEh (EE) r vel ToEal (fLls) + Max Cbl Dpth (fr) . Coilw. ToEal (cfs) . LengEh nld. {fE}. uin Cb E1 (fL) . AlplE. Ercrn bEs lf E).C&ELoss(tE) EIemeilL R€ach Len. (ft) Flow Area (sq fE) Area (sq It) Flow (cfE) Top WidEh (fE) Avg. ve]. (ttsls) Hydr. DepEh (ft) Conv. (cts) xeLled Per. I fE) Sbear (1b/sq tL) sEream Power (lb/fr s) Cum volume {acre-fE) cum sA (acre8) Channel * RighE OE| 6299.50. 1.53. 6291.97| 6297.97 r0.005516 +12290.00r s14 .02r 5.44i 8.46 r155141 - la 221.!6+ 6259.57* 2.18. 1.29r 0.01 LefE OB 0 .070 218 . 50 157.90 157.90 559.15 56 .50 4 .18 2.19 EA11 .7 51.29 0.95 1.95 9.64 f .02 0.040 226 .75 855.61 855.61 95{5. l6 105.16 11-16 8.14*t2s521.3 r 105 .23 r 2.80. )1.24. 25.15 ' r.63 0 .05s 215 .00 893 .01 893.01 2015.10 612.75 2 .321.tl 21942.4 67 ) .72 0.45 1.05 22.43 t1 .14 6295.67 6295 ,5 6295.6) 6295. 82 6295 .15 6295.99 6295 .41 5295 .46 6295.41 6295 .43 554 .35 564 .93 588 .5 59?.55 642 .74 654 .71 656 .8S 610 .41 683.8? 701.05 709.01 72) . Ol 770.51 808 - 56glf .95 447.65 a1s .12 881.18 924.46 6296.05 6296 . L1 6295.49 6295.41 6295.4L 6295.4! 6295.44 6295.4 6295 .14 6295 .73 5296 .11 6296.3J 6295.14 6295.98 6295.94 6295 .1 E 6295.84 6295.75 6295.12 502.85 515. 01 513. Sl 459 .52 571.1 596.45 500.87 551.5 655.93 552.43 614 .24 584 ,04 704 .59 119.17 110.64 7S6.44 811.16 841.49 868.11 976 ,62 891. 5{ 6295 6295 6295 6295.52 96.12 95 ,11 95 .11 96.14 9s. s3 95.97 52 62 62 52 62 62 62 62 62 62,arning: nre energy equaEion could noE be balanced slthin Ehe speciEled number ot iEerations The program used criEical depLh for Ehe uaLer surface and conEiilued oo wiEh the calculaEiona. 299 .52 306 107-1 119 .s2 326 .2 )56 -52 38s.1S 424.91 417 .09 462.91 4?5 .65 502 .69 5t4.54 526 .59 557 .5s 569.92 595.41 597 .69 650.12 655.23 551 .46 572 .64 583.91 102 . OA 114 .19 129. 04 781 - 1{ 010.91 0l? _ 85 86s .16 875 .89 s88. {4 942.12 II I I T I TT I II !T II I I I I I T I I I 6307 6308. 6308. 5109. 944.62 917 .26 9S1.56 990.64 1004 .52 1024.79 \o42.29 1062 .55 1083 .39 1101.59 1141 . 19 1164 ,65 1194 .25 t229 .87 1261.94 1272.81 t295.34 1121 . 3 1328.9 1341.45 a425.14 L451.12 1471.69 14S0.57 1530 .22 1519.48 1547.08 1555.47 1573.95 1581 .55 1505.01 1611,48 1551. {9 1688.s 1717.3s 1797.55 1855.12 1964.79 1874 .5 1901 .12 1911.05 1973.51 6295.19 6294 .55 6294.5 6294.19 5295 .41 6296 6294.45 5296 .51 6295.14 5291 .g 6291 .44 6296 .54 5291 .99 6103.25 6303 .11 6102.93 6102.96 6302 .61 5301 .9 6301 .68 5702.18 996.29 1006 .66 1031 1049.59 105S.15 1088.57 1111 .34 1154.45 1171.59 7202 .t1 t240.35 7264.55 7216.4t 1294.1 7322 .19 1311.85 1346 .54 1430 _47 1451 ,71 1472.19 1512.88 1532 .31 1541 .08 1552. B1 1s68.55 L51 5 .5 l5a9 .21 !601 .24 r620 .55 155{ .6{ 1696.16 1781 .96 tsoz .21 1855 .55 1866.43 18?9 .0{ 1915.18 1943,17 L97A .62 953 .55 5295 . 03 911.59 6294 .57 6295.\9 5295 .67 6295 .71 6294 .61 6291.24 6295.04 6297.11 6297.24 6295.51 5299.5 6301 .25 6fo2 .94 6302 -91 5104 .5{ 6702 .55 6301.43 5301-71 6302 .18 6)02 .76 6102 .15 5102 -13 5702.72 6102.44 5102.18 6101.43 5l0l .82 6304 .14 6304.39 6304.98 6l0l .81 6106 .39 6109.0l 5108.54 5107. l5 630? .5S 6301.75 6308.23 630S.47 6309. B7 sLa n val 958.21 914 .97 985.74 999.48 1014 .06 1033 .l 1053 .21 t06 s .65 to92.36 1115.29 1154 .57 1171 .53 1205.11 L253.!7 !267 .76 t215 .1t 1295.34 1)25 .02 llll .87 1357. 14 1430.s5 L461,78 1478.68 1s2S.2A 1514.{1 1541 .52 1556 .52 t569.29 ts17 .5 1596.49 1610.42 1625.95 1555 . 07 1717. Bl 1783. ? 18{ 9 .45 185? .54 1859.36 1S85. {2 1911.2 1950. 88 1983.91 6294.92 6294 .54 6294.45 6295.43 5295.t6 5295.41 5295.2 5297.t5 6291.97 6297.7 6291.24 6296.5 5lo0.5l 6101.25 6702.52 6102 .98 630E.51 6302 . l 6101 - 36 6101 .85 5302 .1 E 61o2.15 6102.76 6702.71 6102 ,56 6302.42 6l02-lB 6f03 .46 5301.88 6l04 .06 6104.48 5305.24 630f.92 6305.3 6308.43 5107.55 6107 .4 6301.14 5f07 , a5 6108.24 6108.49 6109.97 5294.9 6291 -57 6294.16 6295.7t 961.42 916.9 985.l2 1000,74 7026.12 1033 .64 1059 .05 \o1l .72 7094.7 t12B.E5 1151 . 7 1190 1215.13 1258.98 1269.79 1280.16 tlo0.86 1128.17 1335.26 13?2.01 14 50.55 1{6S.49 1479.11 7529 .1 1514 .54 546.01 559 .8S 512.15 590.4? 60t.02 612 . 51 646,16 613 .52 744.55 1788.9 1854.21 18s7.63 LB10,72 1S9s.2S 1920.01 1951.84 529t.A1 962 .41 6294 -57 919 .63 6294.45 990.1 6295.53 1002.91 6295.85 1021 .66 6295.76 1040.92 6296.02 L059.16 5297 .5 10S3 . l9 5297 .93 1096 .89 5297.62 1132.57 6296.96 tL52,9A 6297 .\7 1191 -OB )o2.a1 1217.64 l0l . 25 1261 .91 302,71 1210.55 102.9A 1280.42 304 .35 1304 . ll 101 .98 1328 .82 101 .43 1116 . 9 101 .88 1{02 .77 102 . ?5 1455 . l8 f02 ,75 1470 .06 102.76 1119 .14 102.7) 1529.75 102 .55 1515 .9I 89 95 6295.97 6294.42 6296 .t2 529S.06 5291 .49 5291.36 6296.9t 6297 .95 6t02 .94 5l0l.12 6102.17 5702 .94 6304 .07 6l0l . 91 6101.52 6102 .39 6302.75 5702.75 6302.15 6102.71 5102 .48 6301.99 5l0z.81 6101.71 6304 .02 6104 .29 6104 .55 6707 .72 5l0s .6 6701 .52 63 08 .6 5107. ll 5307. 51 6107.81 5308.05 6108.29 6t06 .75 program used crlElcal depEh for Lhe waLer surface and continued on wiEh Lhe calculations. tsarning: Divided flow compuLed for Ehis cross-section. warning: fre weloclEy head has changed by more Ehan 0.5 fE (0.15 m)- friB may lndlcate the need for addlLional cross Bections. warniog: fre energy loEs was greaEer lhan 1.0 ft (0.3 m). beteeen Ehe currenE and prewious cro6E Tbie may lndicaEe lhe need for addirlooal cross BecElona. trarning: During Ehe sEandard sEep iEeraLtonE, when lhe asBumed waEer €urface uaE se! equal to cri t i caI depEh, Ehe calculaEed waLer surface came back belos criEical depth. This indicates EhaL there ia noL a valid subcrrEical anEwer. The program defaulEed to critical depEb- cRoss sEcrroN RIVER: Roaring Fork RBCH: SEUdY Reach INPW DescripEion: xS-95 (cD) SLation Elevation Dala SLa Elev sLa Elev SEa Elev SEa EIev SLa Elev6102. 6102.', 6102 . ' 6102.', 5702., 6101. 5101. 5103 .' 6104. 6104. 6104. 5303. 6307 6308 6308. 6307. 6307. 76 15 15 7l {l 99 o1 19 0l 58 55 .1 .s 59 l3 62 .s 14 35 6302 1546 . l5 6302.57 1562.59 6303.62 1512.95 5101.95 1582.87 610{ .2 1501 . 9? 5304 -54 1512.95 5304.14 16s9.89 5104.17 1683.16 6301 -24 1752.5 5309.14 1795.7 5107. l8 1855 1 5107.41 r060.75 6101 .42 tg7l.14 6108.01 1899.79 510A.25 1924 .91 5tos.49 1957.91 D va1 sEa o 71 109 225 175 521 585 a46 984 1t76 L256 ll60 r162 16 51 1882 195l 2070 2255 5111.7 6300 62Ag.2 5288 .I 6297.2 6292 .5 6294 .4 5295, l 6294 -2 6293.6 5291 .5 5295.5 510{ .5 6304.2 6306 - 8 6to8 6111 . 6 5110 . 5 6105.9 6300 5288. 9 6288. l 6293 .1 6294.1 6294.9 6294.A 6291 .5 6294.7 5291.6 5295.4 5104.1 6104 . 5 6305.5 6107. s 5ll0 .6 610s.2 5295.1 6299 .S 5290.2 6255 .1 6293.1 6294.1 6294 6295 5292.6 6292.6 5291 .2 6299.5 5306 .4 6106 .1 6304 .5 6109 .3 6109.2 53 88 18S 159 415 630 420 923 114 4 L211 13 08 14 08 154 5 184 B 1937 2062 2227 2295 6293.9 6291.2 6292.5 6285 .5 6292 .9 5295.1 6294.1 6291.5 5292.6 6292 .9 6291 5304 6102 .5 66 105 199 150 501 657 815 955 116 5 1219 133S 1{ 25 1589 1 85? 194 g zo64 2246 6299.1 5288.9 6249 _6 6296.6 629).6 6295 .2 6295 6294 .9 6294 .5 6296.5 6295 .5 610{ .5 6702 .9 63 06 6l11 5310.1 6110 . 4 22 15 135 215 a79 5{4 811 849 109l 1193 7256 13?9 1{S9 17 91 19 06 198 B 207 9 2265 44 8l 161 241 {01 585 8r6 895 tt21 t201 1271 1r93 1504 1822 192J 2028 2174 2253 6 310 6112 -6 6105.5 6105.4 6311.2 Manning'3 n values MaDnlflg'a n valuee sEa n vaI 6112.3 n valSEa )20,280{ to6. s2 Profile 0100_yr 2A1 04 r60 o7 LengEhs: Left Channel Righl Coeff ConEr ,1 ExpanLe.gEhs: LefL Channel 2\A .5 226.15 RighL Bank sLa: LetL RigbL 2ll 150 CROSS SEqION OEPU 0? 19Bl.9r Coett ConLr .1 Expan. .l o1o7 194.74 Bank SEa: LetE Righr 194 .74 105 . 82 CROSS SECT1ON OMPM 800 Profrle {100-yr 10 00 10 002f5 + E.c. Elev (fE) a vel Head (ft) I w.s. Elev (rL) r crir ts.s. (fL) + E.c. slope (tLl(t) . Q ToLaI (cfs) . Top widLh (fr) . ve1 ToLal (fEls) * Max fr] DpEh (tE) * Conv. ToEal (cfs) i LengEh tsEd. (fL) * ilin Ch E] Itt)r Alpba* ErcEn Lose (fL) *c&Ekss(fL) * Element + Reach Len. (fE) . Flor Area (sq fE). Area (sq tE){ Flow {cfs)i Top width (rt) r Awg. ve1. (fEle) * Ilydr. Deplh (fE) . Conv. (cts) . Uetted Per. (fE) , sbear (]b/sq fL) r stream Power (Ib/fL E)r Cum volume (acre-ft) . Cum sA (acres) a 6297.51. 1.5Sr 5295.05r 5296.05 10.005828 i122SO. OO. 869. 91 LetL OB 0 .070 218.50 345.11 f45.11 1121.88 114 .55 t.02 3.02 17315.1 115.78 r.09 4.15 8. l8 2 .59 channet '0.040 . 226 .15 a 878 .04 * 878.04 * 9820.12 + 112.08 * 11.18 + RighE oB 0 .059 235-00 545.74 545.14 113?.{0 647.25 2 .08 0.85 14898.7 5{5.00 0 .31 0 .5{ 19.5s 13 .59 | 6295.05* 2.26. 6292.78 r 6292.75i0 .0112?2 | 12280.00+ 311 21, 9-98r 6.28 r115654.0 . 972.65* 6285 .50r 1.46+ ?.80 * 0.33 Lef! OE 0.070 800.00 445.55 445.55 2101 .1 I 143.70 5.18 1.10 21775 .4 1{5.51 2 .!5 11.15 6 .19 1.9{ Channel 0. 040 1000.00 735.61 135.61 9112.94 119.00 13 .28 5.18 92050.3 119 .01 {.35 51.19 16.43 2 .41 Righr oB 0.070 1000. 00 49.05 {9.05 *16085 .94 -05{.0 225.95 6288 . O0 2.12 1 .79 0.07 ? .81 8540.1 112.11 2.85 11. 87 20 .61 3.O7 i E.G. Elev {fE). ve1 llead (fE) + h.A. Etev (ft) r criL B.s. (fE) r E.c. slope (fElfL) ' e Torat (cfB) ' Top widLI (fL) r ve1 ToEal (t!/s) * Max ch1 DpEh (tE) + conw. ToLal {cfB)r LengEh ELd. (fl) . xin fr El (fE) r Alpha. ErcLn bsE ( f E)* c & E hse (tL) Element trt. n-Val. Reach Len. {fts) Flou Area (sq fL) Area {6q fl) Floe lcts) Top HidEh (fL) Avg. vel. (fLlB) Hydr. DepEh (fL) conv- (crB) EeLEed Per. (fL) shear (Ib/sq ft) sEEeam Power (lb/fE e) r Cuf, volume (acre-fE) Cum sA (acrea) 199.f2 54.57 {.06 0.90 1877 . l 55.92 o.52 2.51 16 .94 11 .70 tarning: The energy equaLion could no! be balanced wlthin Lhe 6pecified nunber of iLeraLions. The flarn1ng: fre enerry equaLion could no! be balanced wiEbin Lhe specified nuder of iEeraEiona. The 0 IT I T I I T I It I I I T I I I I TI I T Harning: warning: criLical there is program used crlEical depth ror Ehe water surtace and conLinued on siEh Lhe calculaEions Diwided flow comput€d for Lhis croBs-EecLion. The velocity h€ad has changed by rcre than O 5 fE 10.15 m) Thls may lndicale Lhe need for addiLlonal crosE Eec!lons. The enerry loss was greaLer Ehan 1 o fE (0.3 m) beEween Ehe currenE and previou6 cross Thls may indicaEe Ehe oeed for additional cross secEionE During the sLandard sEep itseralIons. when Ehe a€Bumed waEer surface waB seL equal Eo depEh, uhe calculaLed vaLer surtace came back belo, cri!ical depEh. Thie indicaLeB LbaL not a walid subcrirical anEwer. The program defaulEed to crilical dePth SWWY OF MNNING'S N VALUES Rlver:Roarlng Fork River SEa n1 n2 nl 07r 07r o7r .o7r CROAS SECTION rstudy Reach rStudy Reachistudy Reach .SEudy Reach SLudy SEudy 6Eudy .0?* .O7r ,01' .o7r .0?+ , 01j . 07r .01a .01' 04r 04r 04+ 04. 04. 04. 04. 04* 04r 04. 04. 04* Reach Reach Reach Reach 91 96 95.95r 95.9' 95. 85 95.15 95.72 95 .1 95.6 95.45r 95.3+ 95.15. 95 94 rBridse RBCII: SEudy Reach RS *SEudy +atudY rsrudy 'St udy *aLudy rsEudy rSEudy 01' o7r 01r 01r 07+ 07+ 01r INPE DeBcripEion: XS-94 sEaEion ElewaEioo DaEa SLa Elev SLa 0 6321.5 5l 131 6292 l)1 276 6211 -7 112 418 5284.S 411 5t4 628f.2 535 581 6281.7 593 556 6285. I 665 1Jl 6292.7 765 912 6253.9 1038 1194 5281 L2l4 72BO 6282.4 lZ92 1350 5284.1 1405 1419 6255.6 1497 1517 6254 -2 1516 1880 6294 .3 1984 2076 6291 -7 2054 Manning'E n values Sla n va1 Bank Sta: Left RighL 2L6 )12 .04 112 .07 LengthE: LefE channel 168 110 RighL 619 94 Elev Elev SLa EIev 19 5291.6 529r 6211.5 6283 EIew 6292 6281-f 6284 6242.7 6284.1 Sta BO 154 343 457 544 607 687 839 1081 7247 13 07 1422 1518 1646 19 86 2012 6290.1 6252 6253 .5 62S{ . I 62St ,6 6255.\ 6286 6282.1 5285 .1 6283.1 6254.3 6295.1 6290 6294 6294.2 5295.2 121 191 155 {84 562 629 706 876 1r 10 1251 1117 1455 15l4 1593 1995 2044 6290.9 5282 6284.7 6284 62A4.5 6255.5 6244.9 6294 .5 62S0. l 62A3.2 6252 .3 5245 5294.4 6294 .5 6295.2 5295.9 t25 191 380 499 578 639 119 946 115 5 1252 1322 1162 1 555 t761 2 013 SWURY OE REACH LEI{GTHS Riverr Roaring Eork 97 95 95 .95 95.9r 95.85 95 .15 95 .12 95.1 6253 6255 6254 6281 6242 6292 6281 5294 6294 6295 oo 7S 25 .5 00 17 24 Riwer SLa Left rChannelr RighE l SEa n Val SLa 1249r 235.33. 235.33. 275.)7r 31' 30, Bridge 53+ 218.5* 218.5r 2LS.5r 218 . 5. s00r 765* 1115. 205. 206* 206+ 31' lo+ 53' 226 ts* 226 .15+ 226 .151 225 .15. 1000. ?30r 1 379. 195 * 19s r 195' 37' l0+ 6l* 215r 235. 215r 275. 1000r 578r 6255 6244 6252 5244 rStudy Reach *SLudy Reach*Study Reach +SLudy Reach+study Reach.SLudy Reach 'SEudy Reach rSEudy Reach .SEudy Reach rELudy Reach rSLudy Reach.SLudy Reach +SLudy Reach 1.528 6293 5284 6284.1 6293.9 6295.2 6291 95-6 95.45r 95-lr 95. 15r 95 9{o7 216 CROSS SEmION OmPm Proflle S100-Yr coetf Conrr .1 Expan. SUWY OF CONTMCTION NO EXPNSION COEEFICIENTS River: Roaring Eork r E. G. Elev ( fE)* veI Head (rE) 'r.s. Elev (fL) r CriE w.S. {fL}. E.c.8lope (fElfEl r e ToLal (cfs) r Top Hidth {fE)* vel roEal (tL/B) * Max ChI DpLh (fE) r conw. Total {cfs) r Length wLd. (fE) r Min ch E1 (fE) . Alpba, Frctn Loss {fE).C&Eb66(fE) . 6285.01r 1.16 * 5284 . B5* 6284 . B4 +0.005996 +12280.00 i 1128-55. 5.17. 7_35 .158587.7 . Reach Len. (tE) r Elow Area (sq tE)i Area (Eq ft). Elow (cfsl . Top HidEh lfL). Avs. ve1. (tt/s) * Hydr. DepLh lft). Conv. (ctE) r aeEted Per. lfE). shear (lb/sq fE)r SLrean power (1b/fL 6). cum volume (acre-ft) + Cum sA lacrea) Lefl OB 0 .070 channel 0.040 Rigbr oB 0.070 * ConEr r Expan 250.l8 250.18 1050 .95 61 .fS 4 .20 3.12 1)512.1 58 .37 L11 5.75 695.00 696 .00 7499.48 1426 .93 1425 .91 1729.51 955. 17 2 .61 1 .49 48164.S 969 .79 0.55 1.{4 rstudy rS E udy*aEudy 'SLudY.sLudy rsLudy rStudy .Study Reach Reach Reach Reach Reach Reach Reach Reach 91 96 95.95r 96850 t. lr lr l. lr lr l* Bridge 9. 85 15 72 7 5 45 tr 15 6271.50 2 .18 95 2 29 'StudYr6Eudy .study rSLudy Harnrng: Divided flow cmpuEed tor thi6 croEE secElon. rsLudy Reach .SLudy Reach .01+ - 01+ 063r 057. .05* .05+ .l .1+ .1r .1* ,1. ,24 .1r .1. .1. I T t I I I I I I T I I I I I I I I t HEC RAS PLAN Bridge Storm Flow through Bridge Velocity through Bridgt Required Freeboard Year i,:''1.; ;fffiQ, ets US Xsec DS Xsec 10.965 fVsec 2.59 F reeboard=O. 1 QE. 3 + 0. 008V^2 WSEL Upstream i{.-0.d-o,-Ap.7.1 at xs 95.85 Low Chord Elevation 6304.7 Freeboard Provided 2.7 Elevations in 1929 datum i r'riirfi rii;Q"-ladli t' t o;gil Risht r'11.;i6-dp-ffi Lett i, .090Q.91 Span 192 Low Chord elevation lor Freeboard (@0.67w) 0.01 6304.7 APPENDIX G PRE-APPLICATION MEETING NOTES Floodplain Development Report TCI Lane Ranch GARFIELD COUNTY Building & Planning Department 1OB 8h Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www. garfie ld-countv. com PRT-APPLICATION CON TTRENCT 5 U N/ IVARY TAX PARCEL NUMDER: 239 I 3 I I OOO33 DATE: June I l,2OO9 APPLICANT'S FLANNER: None FROJEGI-: TCI Lane Ranch PUD, Tloodplan Developmenl Permrt *TTlemental to ?UD apThcabon OWNER: TC Lane Ranch, LLC REPRESENTATIVE: Jon Trederrcks, Tlanner, Noble Deaqn Studro € Curtrs 1tevenE, Enqtneer, Dt exel Ba nrel I PRACTICAL LOCATION: Southeast ol lntersechon of 511 62 and Calhetne's Store ?oad TYFE Of APPLICATION: Floodplan Development Permrt apphcatrrn (an Admrnrstratve Permrt per Garteld County Unrhed l-and Use Resolutron of ZOOE) GENERAL TROJECT DESCRIPTION The Trolecl E an 6B-1ol anqle famrly home FUD on an I OO ade ?atcel. Several ol lhe lots are EtvaLed wrthrn the tlood lnn1e ol lhe Roanng f ork and the Tropct TroToses a pedesLnan bndqe over lhe r:er. TCI Land ranch can svbmft separate tloodglan Vermfts lor lhe lotslnlraslructure and lor lhe bndqe. lowever, the Tlannnq Dept Dveclor wil need to make a deaaon reqardnq whether any construcf,ron can beqtn Tnor to obtarnmenl of both lloodTlatn 7ermfts. il.REGULATORY FROVISIONS AFPLICANT 15 REQUIRED TO ADDRESS (DEVELOFMENT CODE/ COMTREHEN9IVE PIAN, STATE STATUTES, TTC.) Garteld County Unled Land Use Resolutron Secilons: Sechon 3-4Ol: floodplan Overlay Secbon 4-203: Requesl foc Deaqnailon ol floodway or tlood Tnnqe Area Sectron 4-503 DetccrVlton of Submfttal reqwrement= tor Land Use n floodVlatn Overlay Dotrcl Sectron 4-CO I Admrnrstrattve Revrew flowchart Seclton 7 -7O I Standae ds Wrthrn floodplatn Overlay t. III. REVIEW FROCTSS AE oulhned on lhe apghcailon form - - Secbon ll, Trocedural Reqwrementg ?ubltc fleannq(s):X_ None _ Plannrnq Commrsaon _Board of Covnby CommogronerE _tsoard of Ad.lustment ?olenfial Referral Aqenaes: (Drvrsron ol WaLer Resources, Colorado Depar*mg,nt ot Transporlailon, elc,) . US Corps ol Enqrneers (wrth reqard lo wetland esues) r Roarrn€ f orkTransporlaton Authorrty (for Vart of bndqe on lhetr Troperfy) " Garfrcld County Ve4etatron \Aanaqer (re-veqetaf;on of drslurbed areas) IV. AFFLICATION REVIEW TETS Flannrn6 Reuew fees: fi +OO bage fee Referral Aqency fees: $ O (est.) Total Deposrtt $ +OO (addfitonal hour= are brlled at hourly rate of $5O,50) Gener al A?phcahon ? rocesanq ?lanner te\ ew5 case lor completeness and sends Lo relecral aqenaes lor comments, Case planner contacts apphcanL and sels uV a ale wsft. SLall rewews applcabon lo determrne rf fi meels standards ol reuewi Case planner makeg a tecommendabon ol approval, aVproval wfth condftions, or denral to lhe appropnale heartnq body. Dtsclatmet The loreqornq summary e adwsory rn nature only and s not bndrnq on the County. The summary rs based on current zonnq, whrch rs subpcl to chanqe, rn the future, and uTon laclval representabons Lhal may ot may nol be accurate, Thrs summary does nol ceeale a leqal or vested nght. 7re-a rcatton Summa P 6,d Nrewo ner, ?rolect nqtneet Dal,e APPENDIX G SELECTED PLANS, CROSS SECTIONS AND MAPS Floodplain DeveloPment RePort TCI Lane Ranch I I I t I I I t I I T I I I I T I I I ABur #1 I-ANE 8, WDE ASPIIALT PATH -l 4 ) ><E. "=t q #l* (J E. /( (' -t I l -{ ^GENERAL NOIES:A. ALL WORK SHALT BE IN ACCORDANCE WIT}I]HE COLORADO DEPARruENI OF IRANSPORIAIION STANDARD SPECIFICAT]ONS FOR ROAD AND BRIDGE CONSTRUCIION, 2OO5 EDMON, AND PROJECT SPECIAL PROVISIONS; THE LATEST M&S SIANDARDS; COUNTY OF GARRET-D STANDARDS; AND lHE PROJECT CONTRACT BID DOCUMENTS. B. STRUCTURAL SIEEL SHALT CONFORM TO IHE FOLLOWING A5I}.,I SPECIF]CATIONS: COLD FORMED WELDED SQUARE AND RECTNGUI-AR HoLLoW STRUCIURAL SECTIoNS: ISIU A847 PLA'IES AND oIHER STRUCIURAL S]EEL SI-IAFES: ASI].,{ A588 NCHOR BOLTS: lSru AJ07 10 BRIDGT PLqN ORIGINAL SCALE: 1 ABUruENT OR PIER LOW CHORD AT ]HIS A{D = 6508.52 MIN BRIDGE SECTION _ H_TRUSS 0 ORIGINAL SCtrl-E:-U s =E-O P,6u)\=@U 1 93'-5'ABUI -ABUT e. nER #2 ELEV 6309.00 n 6J20 631 0 yr:.'6320 6J1 0 6300 6290 TCI LANE =.r 1oo-YR ELrv 6J01.83 6300 6290 LOW CHORD AT INIS END = 6302.8 MIN * IOO-YR ELEV BASED ON: FL00D UMITS, EXHIBIT SHEEI 1, JOB No. E-5875, MAY 21st 2008 (FROM DREXEL & BARRELL & C0. 1-11-10)BRIDGE PROFILE _ H_TRUSS 0 ORIGI|IIAL SCALE: 1 i I '193'-5"ABTJTL lr5'-0'SPANSPAN t I PIER fl2 1 ) I l BRIDGE RAIL MIL (l.rP) VERTICAL. TOP TIMBER DECK BE}M'TOE PLAIE PGL & HCL I zTDIAG0NAL BOTTOM BRIDGE DESIGN INFORMATION I I SPAN 1 SPAt.l 2 OVERALL LENGIH 76'-1 0''1 15'-0" CLEAR WIDT}I 8'-0" I 8'-0' CORROSION PROTECT]ON CAMBER NONE . NONE LJVE LOAD 85 PSF 85 PSF VEHICLE LOAD 10 K 10 K WIND LOAD 35 PSF 35 PSF SEISMIC ZONE 1 1 RUB RAILS N/A N/A TOE PLAII SIEB-S1EEL RAIL HEIGHT 4'-6' i +'-s' DECKING TIMBER llMBER TRUSS TYPE H-T/PE H - IIPE STEP 2'-6' MAX 2'-6'MAX BREqKAV{AY DEVICE NO NO CLOSURE PLATE REQUIRED REOUIRED SKEW 90'90' 76'-10" SPAN 115'-0'SPAN Print Dote:Project No./Code File Nome:sTE M535-004 TCI Lone Ronch Pedestrion Bridge GENERAL LAYOUT PEDTSTRIAN BRIDGE As Con stru cted No Revisions:Horiz. Scole:Vert. Scole: As Noted Unit lnformotion Unit Leoder lnitiols 1 6663Stru cture Numbers Sheet NumberSubset Sheets: Designer: BX Revised Void: Detoiler: Sheet Subset: Lorh and lssodabq lnq 8IilFts,MTLS,ffi@ Comments ln it. ,iSrem_ wHilddr Dote: Sheet Revisions \ t I I ! 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I @ *,-9 >i. ,+rn@a .r9'- IzN o I =zINJd u ll Iuu 64 =z @a69 n n ll oum.a o< 9aoa ^t ii o<N= 9n s+ E-9 o< :J.hOT.r,--ll Efi ti!,, tl o< Pr3t II a ll I I I l5 l: !5 t: r 'q I ./ g,E ile ,Lir d 6aCm T Ii ll "r ri ii ii iiiiTCI LAI.{E RA}ICH F"O6 DEVELOPMENT PERMIT PLANS GARFIELD COU NTY, COLORADOo d Tf,8 3Eoz FE 6-.6L o_ al=orrti ooo A EBzZol-Tl *J N =z om.dq io iPro rdrE EETo IIII IIIIIIIIIIIIIII *\il75\tudr\ndPb!\rm F OAEC 4 ytl2olo ':6',:ls E Dm l Pr'rcs !:l' Dnd nd r co ry \g Tlr-ooUTr Z- C)noaa a rrlO --l () =-. ao 6vl<aq9 .'N llloo-o- p E*E g1 1:6 ::: i:irl::Ii).iiE:::lOi:ililrllt,itl +, o ao F iloo- P I i i : : 1 i @lx iF9EH> rE g)o)N@o (,N @(, C')N-J(rl o!N-Io ,:litl "lilii 1t ili ii:ti't' .hre ,lr,;92e: ,l ,ii"1';;i,, I t:a2! l: I i, i 629: 1.,- 5,,l:olti'l lrBB I rr'I io[1 rl,ooi il::!l,Dl5rll: imi : l, t: I Pt .Li Ii ,. nl,,rl li : rl t; t1tl il :tl '11 :i o)N(o o)N(oo lu o)ts\t CN t; lB l-INlol' g) N{o +oo N+oo CD+oo {+oo o+oo +oo (,r +oo ++oo CN+oo co+oo (, +oo OtNo(I -r 6@Cm 0 9g J o , !nmT amo o :sE*}EffiHr TCI LANE RA}ICH ELOOD DEVELOPMENT PERMIT GARFIELD COUNTY, COLORADO rt-ooopletN DEVELOP MENT PLANS i'lli iiii;o ilo a 4E r i;il gHE zoTl \l a-rrlq I n t s cDNo!(n ]L { t ri l* I )TlL ,lI 'll' NE NI I ,1 I 1 l l l n l ,0 i rl ,iT ,l ,itr -1 il : B I i t E ii E E n t t III Ie E i t I I I I t I I t I T t I t I I I I t PREPARED BY: :a-+ - DREGX.BAXRE,LA@.P"g,ru.Swcryw lEmffixlWLroo^rc@l IOtL! DESrGi atuoto 5tt--.E az J(L Fz L'J (LoJ LJ IJo z J o_oooJ HlEll+{ a*1 & 2f=<83H2'_ E]EE <H;-eEu85Hq tri ISSUE DATE DESGNED BY o Bt HORIZONTAL VETNCAL FLOODPI.AIN CROSS SECTION 2 scaLES:!r!!Lz'VLH I. 1"= 60' oqeys PR@ffiW UNE,, -: T D( IOOD ARil LEGEND 60300 6o 120 ASEYENT SCALE:1"=60' &@ *@*17 FLOODPLAIN CROSS SECTION 2 6305 6305 .--.::1.-rr: _.. ....6J00 6295 62906290 6285 .......:. _.....!... 6285 6280 6275 6275 6270 6270 1+00 7+0O2+00 3+00 4+00 5+00 6+OO 8+00 + oF7 -+- etubi:: IIIII IIIIIIIIIIIIII *\rurAn.d.\n#\r @ E oaF:d+ J/y'01o':il:r2 il nF T w-EJ' l:l n'n nd[r r c'' ft ro{ trzn \ zt""" t: ol(roo O)N c0o ,,1 -ffil -rlrooU-Ur Z- onoaa a rrlO -to Z- Ol +oo N+oo GI+oo ++oo (,+oo 'ti 6az9 o h eP HKru @ 9. 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C)noaa arrlo_J o Z. + l1 8 ao E !4<I 4XriN [iloo-o_ +8 @ =H;F9EEl>fu x F i j i j j P P o- 1 : j i j : : I I I g I LJ I , ! i JF: rrlI lC),fI|iz:19 I I I I I o,N coo mt :,tl ,.i ,H l",I(,oo Ot o)(, o ii i i I I l iiIt))l it !io ' .I i ii l i i i I l i 1 i: ti ii I +oo UI+oo {+oo o+oo N+oo GI+oo +oo (n +oo q, +oo () +oo oN{ot N(o ot o,(, C'I 0 aI B qocm g o, o-tI tn -T8sbxog4 aa'aE T 3N9;trtr e o il TCI LAI.IE RAI.ICH ELOOD DE\{ELOPMENT PERMT FLOODPLAIN DEVELOPM ENT PLANS GARFIELD COUNTY ,, COLORADO T I, T I T iiil iiii 6 ffitflil tvmT nmo olsl l )i il (r,uo C,l l.lsl' I o \ 'III.IIIIIIIIIIIIIII r:\rur\tod.\@bh\r m E o-\Ec:4 t/ryrolo Jid:o2 pr. DF r ffE!. t:t. Dnn. n'r! r c.., fr O)N(oo o)(,o(n o(, o F P : : : : ol(, UI P PT -: ::6:ii :i l:i ii!F:!:rn::i16)i rrl:l:Ei:ilotit rlll1l Ilil il '.{ ia I +oo N+oo ut+oo ++oo (, +oo o)+oo {+oo o+oo @+oo @q T1rooU-Ur Z- Onoaa arrlO -lo Z- u )) T T o+oo +oo ao EI<Im6vi .. illloo_o_ o o kFj\! oo F [-oo_ (n N @o o,N@o O)N@(rl ootoo o(, o ou (n A\, =h;r9EEl>ro tti ,:iiiirll l.r.11 ,::.,1, I ilt I rlc iio Irs tll t ii ii iiti ,l ,t t t- 1-n I),itE:i I 'r l E @J 0 bI ts 6aCm{ oa'l { aI 8ssd8E'a9(r2 LAIN DEVELOPMENT PLANS TCI LANE RANCH ELOOD DEVELOPMENT PERMIT GARFIELD COUNTY, COLORADO FLOODPr 4F39r,r dI o_i @ o il irii;c \E*$Emru TamT nro EJ I x $=E6zriuu o + E I! {o ,/ z !,d,t (' 2 l a| t Dl tat l !g il;; "i, ;ll, lir r:ll lili rlii:liiillli; lii li;