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Home My WebLink About2_Flood Plain Report Civil Engi Su & B ineering urveying Beyond g g d F GIA Flood ANINE d Pla TTI SP G Garfie Project Prepare ain R PRING UEST eld Cou t No. 1 ed by Bruce Repor CREE RANC unty, C 2001.0 e D Lewis, May 23, 20 rt EK CH O 01 PE 018 Con A. B. P C. R D. E E.  V  F  F  S  W  O ntents Introduction Proposed Im Roaring For Elevations o Summary ... VICINITY MA FIRM (FEMA FEMA - ROA SITE LAYOU WATER & U OWTS PLAN ................... mprovements rk Flood Plan of Improvem ................... EXH AP (8.5” X A) – FLOOD ARING FORK DRA UT & GRADI TILITY PLAN N ................... s ................ n Area (Per ents ........... ................... IBITS 11”) PLAIN PAN K RIVER – F AWINGS ING PLAN ( N ( ( ................... ................... FEMA Study ................... ................... NELS 08020 FLOOD PRO (24” X 36”) (24” X 36”) (24” X 36”) ................... ................... dy) ................ ................... ................... 5 1856B & 1 OFILE 135P ... 1 ... 1 ... 1 ... 1 ... 2 1857B P C.1 C.2 C.3 A. Intro This Lodg The 8 boun to the acros been agric area B. Prop The G (arou to be cabin ball a As sh the e inters site a drivew wide locate C. Roa The n desig Roar Numb Giani Also “back 71,96 for ap defin the b shou D. Elev The p river in the Finish oduction report prese ing Facilities 83.4 acre sit dary. The si e west with t ss the north historically ultural out b is located in posed Imp Gianinetti Fa und the Gaze used for we ns with a ma area. The ca hown on the ast side of C section. The and then bra ways servin graveled su ed in the ope ring Fork northern por gnated by the ing Fork Riv bers 08045C inetti’s proje attached is t kwater sectio 60) during a pproximately ed river cha ackwater se ld be no incr vations of proposed ev centerline a e backwater hed Floor El ents the Food s, per the Ga te is located te is bound the Gianinett end the site agricultural uildings. A g n the northwe provemen amily Partne ebo) into a r eddings & m ximum of 12 abins will ran Site Plan C Cowen Drive e gravel drive nches into s g the propos urface. Park en field area k Flood Pla rtion of the p e Federal Em ver flood plai C1612E (cop ct drawings. the Roaring on” of the flo 100-year flo y 1,560 linea nnel and floo ection of the rease of the f Improvem vent center is nd approxim section of th levation is 6 d Plain Perm arfield Coun in Garfield C on the north ti Subdivisio mostly para that includes gazebo stru est portion o nts ership LLLP p ural event ce eetings serv 2 total bedro nge from 400 C1, the ranch e (8th Street) eway slopes several grave sed event ce ing for the e a east of the an Area (P property lies mergency M n depicted o pies of effect . Fork River F ood plain cre ood event (1 al feet. Back odway has p 100-year flo 100-year flo ments s approxima mately 340 fe he 100-year 101.0 feet (o mitting inform ty’s Pre-app County adjac h mostly with on (Town of C alleling the p s irrigated pa cture along w of the site. plans to furth enter along w vicing up to 2 ooms are pla 0 to 700 SF h’s only publ ), approxima s down a hill el and dirt dr enter and ca event center, event cente Per FEMA within the R Management on the latest ted area atta Flood Profile eated by The % annual ch kwater floodi practically no ood plain will ood plain ele ately1,400 lin eet south fro floodplain (s one foot abo mation for Gi plication Con cent to the T h the State H Carbondale property’s no astures, live with a grass her develop with guest c 200 persons anned southe in size. ic access is ately 280 fee lside road cu rives that me abins will be , can accom er (See site p Study) Roaring Fork t Agency (FE t Flood Insur ached) are g e (Sheet 135 e State Highw hance flood) ing upstream o flow or vel l not impact evation. neal feet ups om the river’s see Sheet 1 ove the 100- ianinetti Spr nference Sum Town of Car Highway 82 r Plat). The R orth property estock, equip sed volleyba the northwe cabins. The s. A mix of 1 east of the e an existing et south of th ut onto the n eander throu improved w modate at le plan C1) River flood EMA) Flood rance Rate M graphically re 5P) for the p way 133 brid ) occurs ups m from this b ocity. Build the 100-yea stream from s edge. The 35P). The e year flood e ring Creek M mmary, date bondale’s no right-of-way Roaring For y line. Land u pment storag ll court and est portion o event cente 1 to 2-bedroo existing Gaze driveway int he Latigo Lo northwest po ughout the s with an all-we east 86 vehi plain area a Plain Study. Map (FIRM) eferenced o roject area. dge structur stream from t bridge outsid ings constru ar flow. The the bridge a e proposed b event center elevation). N Meeting and ed 5-2-18 ortheasterly and bound k River runs use has ge and playground of the ranch er is intended om guest ebo/valley tersecting oop ortion of the site. The eather 20’ cles and as . The Panel n all the The river re (Station the bridge de the ucted within refore, there along the building sets r’s minimum No other site s d e s gradi The e post the g below not im consi reque Even shall Half o desig the e leach moun E. Sum The f with t All th erosi utility flood ng is planne existing gaze beam roof s azebo’s con w the below mpact to the ist of only 4 ested for the though the be construc of the propo gnated floodp xisting groun h field will be nded absorp mmary following tab the 100-year e proposed on damage y services wi plain adjace ed other than ebo, located helter (no w ncrete slab e the required flood plain a support pos e Gazebo str proposed ca cted a minim sed mounde plain. The m nd elevation e constructed ption area to ble summariz r floodplain: improvemen or at risk of ll not be imp ent or near th n the necess d approximat walls) over a elevation var d minimum 1 as it lies with sts and its flo ructure abins fall ou um of one fo ed leach field mounded sys n varies from d per Garfiel be placed a zes the exist nts are locat movement o pacted during he improvem sary foundat tely 50’ north concrete flo ries where th 00-year plus hin the flood oor is above tside the 10 oot above th d area for th stem should m 1.0 to 2.0 fe ld County re a minimum o ting and pro ted where th onto adjacen g or a 100-y ments anticip tion backfill w heast of the or slab. As he northeast s one foot e dplain’s back the 100-yea 0-year flood he 100-year he new OWT d have no ero eet above th equirements, of 4 feet abov posed site im hey are not s nt land. Eme year event. T pate no eros within 5 feet proposed ev shown on d t corners set levation. Th kwater area p ar flood plain dplain area, b flood elevat TS (septic sy osion risk or he 100-year , as detailed ve the 100-y mprovement subject to 10 ergency vehi The backwat ive flows. ’ of the build vent center, rawing C1, a ts approxima he existing s plus the stru n elevation. building floo ion. ystem) lies w r floodplain i flood elevat d on sheet C year elevatio ts and their 00-year flood icle access, ter areas of ding. is an open a portion of ately 0.3 fee structure will ucture A waiver is r elevations within the mpact since tion. The 3. The on. relationship ding or roads and the t e