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Home My WebLink About20163544.tiffHowever, by attenuating flows upstream, they reduce the size, and therefore the cost of downstream detention ponds along WCR 49 (TOR -500 and 600 for instance). Therefore, the negative Cost -Benefit Ratio shown for these three Proposed Storage Ponds, is not indicative of their "real" benefit to the entire region. Figure 34: Benefits of Upstream Detention Ponds Outside of Development Zone Also, non -quantitative variables, like quality of life, are often not considered because the value of benefits may be indirect or realized far into the future. This value could be less than the market value due to the difficulty in assigning dollar values to some benefits like prevention of deaths and/or injuries, preserving open space, or improving water quality. Nevertheless, these are very real benefits and a by-product of the proposed improvements. (Department of Natural Resources, Colorado Water Conservation Board, 2010 Proposed Rules and Regulations for Regulatory Floodplains in Colorado, Cost, Benefit and Regulatory Analysis, October 14, 2012, ICON Engineering.) Nonfatal injuries are far more common during flood events, but reliable numbers of injuries are not well documented due primarily to the wide range of severity that can occur. Because the dollar benefit of preventing even one death is enormous and likely overpowers the costs Page 100 of 103 identified with enacting a single proposed project, including a value for deaths and/or injuries averted in the Cost -Benefit analysis is difficult. Therefore, the Cost -Benefit analysis is very conservative in that many benefits (not the (east of which are death and injuries averted) are not factored into the reported numbers. The benefits of a mitigation project are often described as being the elimination and/or reduction of future damages and losses. Some additional benefits of the proposed projects that were not necessarily considered when calculating the Cost -Benefit Analysis are provided below. These additional benefits provide a more complete picture of what the proposed improvements can achieve. Since most are not quantifiable, they do not have a positive impact on the Benefit -Cost Ratio; when in reality, they do. Soft Benefits • Increased public safety • Maximization of sustainable economic development • Avoidance of unwise use of floodplain and flood prone areas • Protection and restoration of the function of natural systems and mitigation of unavoidable damage to natural systems Avoided Physical Damages • Damages to buildings, contents and infrastructure • Outbuildings • Landscaping • Site contamination • Vehicles • Equipment Avoided Loss of Function Costs • Loss of function of buildings O Displacement costs for temporary quarters Loss of rental income • Loss of wages • Disruption time for residents • Loss of public services • Loss of net business income • Economic impacts of loss of function of infrastructure: O Road or bridge closures O Traffic delays O Loss of utility services A voided Casualties • Deaths and injuries to those flooded • Deaths and injuries to first responders • Illnesses Avoided Emergency Management Costs • Emergency operations center costs • Evacuation or rescue costs • Security costs Page 101 of 103 • Temporary protective measure costs • Debris removal and cleanup costs • Other management costs Avoided Indirect Losses • Tourism • Regional economics Insurance Considerations • CRS rating • Policy fee reductions • Liability Indirect or Secondary Benefits • Local or regional employment • Economic growth or development • Tourism • Future tax revenues Additional Considerations • Minimization of adverse impacts and vulnerabilities in any case in which a floodplain or flood prone area must be used • Maximization of positive social effects that stem from a proposed project • Development of projects within the context of the watershed in which they are located • Avoided criminal justice costs for disaster -related crime (e.g., looters) Page 102 of 103 Chapter 6 Summary and Recommendations This document summarizes the results of a regional master study regarding stormwater management for the area surrounding Weld County Parkway and the northern portion of the Weld County Road 49 Corridor. The focus of this Study was the identification of improvements that would mitigate both existing issues, as well as potential future issues resulting from development Following the approval and adoption of this Study, it is recommended that Weld County continue to diligently pursue implementation of the drainage improvements. Based on the information gathered during the preparation of this study, the following recommendations are prodded. • Coordination with entities, and/or property owners that may be impacted by the implementation of drainage improvements should be conducted as early as possible. Potential conflicts associated with property acquisition, easements, and ROW may require resolution prior to construction of the proposed improvements. Identification and resolution of potential permitting conflicts should also be accomplished early in the planning process. • This Study assumes funding for the majority of improvements would come from Weld County, but alternative sources of funding should be investigated. These funding sources may include the City of Greeley (west of Study Area), Town of Kersey, Colorado Department of Transportation (flood control along Highway 34), and the Colorado Water Conservation Board (projects related to reduction of potential flooding). It should be understood that drainage improvements identified in this Study assume detention (construction of detention ponds that release a peak discharge associated with the 10 -year historical event, unless otherwise noted) within the Project area. These Regional Detention Ponds work together to attenuate flooding events and are sized for the "Developed Condition" of 1,000 feet of impervious areas (60%) on each side of the Parkway, WCR 49, as well as north on WCR 47. If more impervious development occurs in these areas the capacity of the Regional Detention Ponds will have to be reevaluated or the property owner may be required to construct an on -site detention pond. Additionally, urban planning calls for detention ponds that release a peak discharge associated with the 5 -year event; however, as previously noted, no improvements proposed in this Study lie within urbanized areas of he County. Finally, this Study resulted in a comprehensive, flexible document that is intended to guide the County's decision -making process with respect to stormwater management within the Project area This Study should be considered a dynamic tool that can change as drainage issues within the region arise. Any revisions or modifications should improve the goal of this Study; the effective management of stormwater within the Project area. Page 103of.10 c C APPENDIX Q r Study Area Soils Information Soil Map —Weld Coun t toIorado, Southern Part (Weld County MP - Weld County Parkway) Area of Interest (AOl) Area of Interest (AOl) Sons O MAP LEGEND Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Pont Features 1121) M 0 0 A. a 0 0 V .. a e 0 31 Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot 4 fia eir Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Cant Transportation 4+4 Rails Interstate Highways US Routes Major Roads Local Roads Background ma Aerial Photography MAP INFORMATION The soil surveys that comprise your AO were mapped at 1:24,000. Please rely on the bar scale on each map sheet for map measurements, Source of Map: Natural Resources Conservation Service Web Soil Survey URL: L: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRC S certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 14, Sep 22, 2015 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Apr 22, 2011 —Oct 19, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources a Conservation Service Web Soil Survey National Cooperative Soil Survey 4/18/20116 Page 2 of 4 Soil Map -Weld County, Colorado, Southern Part Weld County MP - Weld County Parkway Map Unit Legend Weld County, Colorado, Southern Part (CCM1 M) Map Unit Symbol Map Unit Name Acres in AOl Percent of A01 2 Altvan loam, 0 to 1 percent slopes 3 Altvan loam, 1 to 3 percent slopes Aquolls and Aquents, gravelly substratum 8 9 10 Aq ualls and Aquepts, flooded Ascalon loam, 0 to 1 percent slopes Ascalon loam, 1 to 3 percent slopes Bankard sandy loam, 0 to 3 percent slopes, frequently flooded 19 20 21 22 26 31 32 35 38 39 40 41 42 44 45 Colombo day loam, 0 to 1 percent slopes Colombo day loam, 1 to 3 percent slopes Dacono clay loam, 0 to 1 percent slopes Dacono clay loam, 1 to 3 percent slopes Haverson loam, 1 to 3 percent slopes Kim loam, 0 to 1 percent slopes Km loam, 1 to 3 percent slopes Loup-Boel loamy sands, 0 to 3 percent slopes Nelson fine sandy loam, 3 to 9 percent slopes Nunn loam, 0 to 1 percent slopes Nunn loam, 1 to 3 percent slopes Nunn clay loam, 0 to 1 percent slopes Nunn clay loam, 1 to 3 percent slopes Olney loamy sand, 1 to 3 percent slopes Olney loamy sand, 3 to percent slopes 2,362.7 100,4 2,404.8 59.7 317.2 18.2% 0.8% 18.5% 0.5% 2.4% 52.3 0.4% 1,638.7 12.6% 114.3 0.9% 361.3 2.8% 542.2 4.2% 159.3 1.2% 186.6 1.4% 9.3 97.6 58.7 72.7 25.5 6.9 621,7 67.0 97A 90.5 0.1% 0.8% 0.5% 0.6% 0.2% 0.1% 4.8% 0.5% 0.8% 0.7% USDA Natural neaourtes ra- Conservation Service Web Soil Survey National Cooperative Soil Survey 4/16/2016 Page 3 of 4 Soil Map —Weld County, Colorado, Southern Part Weld County MP - Weld County Parkway Weld County, Colorado, Southern Part (COI I) Map Unit Symbol 46 47 48 51 52 Map Unit Name 54 57 68 69 70 72 73 Olney fine sandy loam, 0 to 1 percent slopes Olney fine sandy loam, 1 to 3 percent slopes Olney fine sandy loam, 3 to 5 percent slopes Otero sandy loam, 1 to 3 percent slopes Otero sandy loam, 3 to 5 percent slopes Paoli loam, 0 to 1 percent slopes Renohill clay loam, 3 to 9 percent slopes Ustic Torriorthents, moderately steep Valent sand, 0 to 3 percent slopes 74 75 76 65 86 Totals for Area of Interest Acres in A01 Valent sand, 3 to 9 percent slopes Vona loamy sand, 0 to 3 percent slopes Vona loamy sand, 3to 5 percent slopes Vona loamy sand, 5 to 9 percent slopes Vona sandy loam, 0 to 1 percent slopes 6.6 68.4 254.3 18.9 66,5 161.6 84.4 446.3 185.6 1,021.2 329.6 315.7 Percent of AOI 0.1% 0.5% 2.0% 0.1% 0.5% 1.2% Vona sandy loam, 1 to 3 percent slopes Water 6,2 0.7% 3.5% 1.4% 7.9% 2.5% 2.4% } 0.0% 0.2 129.4 Borrow Pits MilMa 324.1 118.3 12,984.8 0.0% 1.0% 2.5% 0.9% 100,0% usDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 4115/2016 Page 4 of 4 40° 2&'14-N 40° 2013Y14 4 1046 41153' W irte Hydrologic Soil Group —Weld County, Colorado, Southern Part (Weld County MP - Weld County Parkway) •:Trxe 53&ia:'] y�y� 526000 527000 528000 529000 530000 53100O 532000 533000 534000 535000 536000 537000 538000 5390(X) 540000 541000 N Map die: 1:74,200 it printed al A landscape (11" x ELF) sheet 0 1000 4000 Meters WOO 0 3500 7000 14000 Feet 21000 Man nrrt 'tlnn : 4' h Merr, tr r renw rn wdr ahas INGSPA. Fit* WV ( MA 7rxw 13N W(I 1040 30125"4 3 Lt7 N 1 400 26'14"N 4O0 2D' N Hydrologic Soil Group —Weld County, Colorado, Southern Part (Weld County MP - Weld County Parkway) Area of Interest (AO!) Area of Interest (AOl) MAP LEGEND MAP INFORMATION Soils Soil Rating Polygons A AID B B/D C Q Not rated or not available Soil Rating Linea art hapt A A/'0 B B/D C C/c 0 0 0 Not rated or not available Soil Rating Points A U ■ ■ A10 B B/D ® C C/D Not rated or not available Water Features Streams and Canals Transportation t -p 4 Rails Interstate Highways US Routes Major Roads Local Roads Background • Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoiisurvey.nres.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance orarea are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 14, Sep 22, 2015 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Apr22, 2011 —Oct 19, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group —Weld County, Colorado, Southern Part Weld County MP - Weld Counts Parkway 2 3 4 8 9 10 Hydrologic Soil Group Hydrologic Soil Group Summary by Map Unit --- Weld County, Colorado, Southern Part (00618) Map unit symbol 1 Map unit name 19 20 21 22 26 31 32 35 38 39 40 41 42 44 AItvan loam, 0 to 1 B percent slopes AIIvan loam, 1 to 3 E percent slopes Aquolls and Aquents. D gravelly substratum Aquolls and Aquepts, C flooded Acres In A01 Ascalon loam, 0 to 1 B percent slopes Ascalon loam, 1 to 3 B percent slopes Bankard sandy loam, 0 to A 3 percent slopes, frequently flooded Colombo clay loam, 0 to C 1 percent slopes Colombo day loam, 1 to C 3 percent slopes Dacono clay loam, 0 to 1 percent slopes Dacono clay loam, 1 to 3 C percent slopes Haverson loam, 1 to 3 B percent slopes Kim loam, 0 to 1 percent A slopes Kim loam, 1 to 3 percent A slopes Loup-Boel loamy sands, A/D 0 to 3 percent slopes Nelson fine sandy loam, B 3 to 9 percent slopes Nunn loam, 0 to 1 percent slopes Nunn loam, 1 to 3 C percent slopes Nunn day loam, 0 to 1 percent slopes Nunn clay loam, 1 to 3 percent slopes Olney loamy sand, 1 to 3 B percent slopes 2,362.7 100.4 1,404.8 59.71 Percent of AOL 18.2% 0.8% 18.6% 6.5% 317.2 2.4% 52.3 0.4% 1,638.7 12.6% 114.3 0.9% 361,3 221% 542.2 4.2% 159.3 1.2% 186.6 1,4% 9.3 H 0.1% 97.6 0.8% 58.7 0.6% 72.7 0.6% 25.5 0.2% 6.9 0.1% 621.7 4.8% 67.0 0.5% 97.4 0.8% USDA Natural Resources Web Soil Survey ice Conservation Service National Cooperative Soil Survey 4/18/201f Page 3of1! Hydrologic Soil Group —Weld County, Colorado, Southern Part Weld County MP - Weld County Parkway Hydrologic Soli Group— Summery by map unit Map unit symbol k 45 Map unit name 46 47 48 51 52 54 57 68 69 Weld County, Colorado, Southern P art (C0618) Rating Olney loamy sand, 3 to 5 B percent slopes Olney fine sandy loam, 0 B to 1 percent slopes Olney fine sandy loam, 1 B to 3 percent slopes Olney fine sandy loam, 3 B to 5 percent slopes 70 72 73 F 74 75 76 85 Otero sandy loam, 1 to3 A percent slopes Otero sandy loam, 3 to 5 A percent slopes Paoli loam, 0 to 1 percent $ slopes Renohill day loam, 3 to 9 D percent slopes Ustic Torriorthents, A moderately steep Valent sand, 0 to 3 A percent slopes Valent sand, 3 to 9 A percent slopes Vona loamy sand, 0 to 3 A percent slopes Vona loamy sand, 3 to 5 A percent slopes Vona loamy sand, 5 to 9 A percent slopes Vona sandy loam, 0 to 1 A percent slopes Vona sandy loam, 1 to 3 A percent slopes Acres in AO1 Water 86 Borrow Pits Totals for Area of Interest Percent of AOI 90.5 0.7% 6.6 0.1% 68.4 0.5% 254.3 2.0% 16.9 0.1% 6'6.5 0.5% 161.6 1.2% 84.4 0.7i% 4483 186.6 1,021.2 329.6 315.7 6.2 0.2 129.4 324,1 118.3 12,984.8 USDA Natural Resources 'AWE? Stith eej a Conservation Service National Cooperative Soil Survey 3.5% 'L4% 7.9% 2.5% 2.4% 0.0% 0.0% 1.0% 2.5% 0.9% 100.0% 4/18/2016 Page 4 of 5 Hydrologic Soil Group —Weld County, Colorado, Southern Part Weld County MP - Weld County Parkway Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (Al B, C, and 0) and three dual classes (ND, BID, and CID). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission, Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture, These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. Theseconsist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (ND, BID, or /D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff None Specified Tie -break Rule: Higher USDA Natural Resources illerr Conservation Service Web Soil Survey National Cooperative Soil Survey 4/18/2016 Page 5 of 5 APPENDIX B InfoSWMM Schematic Drawings FILE CONTAINS OVERSIZED MAP PLEASE SEE ORIGINAL FILE APPENDIX C Relevant DFIRM Sheets LEGEND NOTES TO USERS This rrwp Is fee use in adnnrdstering the National flood Insurance Program. It dues not rrrssarily identity all Stan aub}ed to roading, perk* rely tram Sal drainage Worm Of small site The ogmnwnity map repository shwld be consulted far passable updated Or additional hoed hazard information To obtain rate detailed crormitian in areas where Brave Rood EiselePone tDFEet) spid/or 1laodwrya hart: been determined. were are encouraged to constrlt the Flood Prohet end Ftcd*'ap Dela wrdror Summary of Stillwater Elevations Mee oantsinad 'within the Flood Imam nee Study (PSI Report that accompanies this FIRM. Users should be aware that SPE; shown on the FIRM represent rounded whale -loot ale aicea Thee 6FEs are Wended for Food insurance ratng purpc .M Sy and *mold not be used e8 the bole source of flood planation information. Ac ratingiy toed elevation data presented In the FIS Report eta be utilized In conjunction with the FIRM Sr purpowu of construction arming Iloadplain management Causal San Fiend Elevations shown to this reap apply oNy landlord of 0.4 North American Vertical Datum or 1618 (NAVO BSI tilers of this FIRM should be aware that cameal load elevations are gees provided in the $urnmery d SQsatar Elawat.mne IaNe in the Flood Insurance Study Report fn• this radio coon, Eletrahone shown in Ate Surnrttdry d Thaler Elevations tecie Ola4n d be used tux earvtrudicn anther tleedplain management ourpOsets when they are higher than the elevate hi town un tnti FIRM Boundaries Of the lWudwals ware computed at aces sections and rmerpaated between agar sections The flcedways'wrare nosed on hydraulic t nidsratmss wile Nerd to tequiremant4 of The Nutiosayi Flood Insurarw55 Program. Fioodway indite and other Orient eaodedly dart ass provided in the Flood luuerenee Stu* Regret for ttie 1udarArton Cation areas net. in Special Fla'id Hazard Areas nue to prokndad by flood control stret♦aarea. Rtr{'grto Set lion 2.4 "Flood Protection Mammon of the Flood amerce Study Repot for information ore food canted structures far this jurisdiction The protection used in the preparation d this map web Universal Transverse mamma (UTM) gone 13. The hodsantal datum was HAD $3, GRS 1660 ,pheraid. tifletencs* in datum, ashen:it5 plate elion ar UTM zbres used in the proddclion or Fl %i for adjacent junsdlaiSns nay result in eight poMAN:did difhsenceain map Minutes aorta jurirdicion boundsflit Them thiferencesdo Fool affect the aoout9Gy 9f thi s FIRM Flood elaysbms at this mop are relent/iced le the North American Wrist" Duluth d 1988. Those loon elswatiore "hi!' be compared to ethicists end wound elevations raferencatt to the name vertical datan. For information regrading orenretsiart batmen the NEIDflS Bode n 1iertloaI OilUm al 1822 acid the North American VIM'S Datum of 194.0, state the National Geodetic Survey webtile al hdiviS Aw+a.ntlsnaasa-gct or cote. the National Gaadeito Survey at the fallowing widen: hGS Inhumation Services NOA4• ?'ntcSt2 National Geodetic Sunnily USA1G-3,11$ 1315 Esst-Wee( ¶-i4hway Silver Spring, Manama 70910.3202 (301) 713-3242 lb ot*on current eievalion, de±rcnylion sedan IA4s11art w+fmrsidion for Seth m i k% shown veer #tie map, pleat contact the IMocrna!tion Services E9anon of the Nelioner Geodetic Survey at 13O1)711.32x42, or vied its slebeen*ad 1rWhw-nCa.rirel.0Ov. due asap information shown an his FIRM ivaederived rranNAIP Orlhophurography produced twill a one oyster ground resolution Iran photography doled 2013 Thep alliebae'eI4ris depicted on this map representthe hydreuttc modeling hesellales thin match the ANA prcilee in the Fe report Asa result ortrteproteedtopographic de Ina inettile trashier in tame ones may deviate significantly Jr..,.' the channel ryenariine or appear ewlsrd0 the Sant. She map reflects more detailed end up -to -dale affirm ehinnhl configurit$one than those shown an the pcewtpus FIRM to the juritdicbon The Procdpeelne and Aoartwaya that were tieneterred from the met may dl d to cuttorrr to then new dram Channel configuration As a Molt, the Flood R owllos and Fiaodenay Cain Ides for multiple streams in the Flood Insurance atity Report ("which contains aulhordadiue hi/dream data) may relied anream channel dislancesTal dlnttfrOM whorl is shown on lhla mop. Corporate aeries shown on die map ars based on the best data available at due time of publication Becs*e changes due t0 annehaticna of do -an rleXeti nli Miry have occurred alter this inw was pubtiahed, map ,ails should Dental appropriate community Adele Le velyy torrent corporate Gmil Itcatlon s Praise refer 10 the eeperately printed Map Index for an Overview nap of the county shaving the payout of map Renate croninunhy map repailory Mamma and a bathe or cemwnenitees bible OontaininQ National Flood Insurance Program dales for with gtltnrnehihr aswel al a Baling 0' the panes on which tech vxnmuniry is loaded Fa intomiatioc on vestigial produd4 iss0toetad with this FIRM visit the We Service Center ISM) wetmle alt hit) larrpcfgmanv. A.vellable y aJ. de fray include prewittitly Sand Lettera or titan Change, a Flood instraeca Study Report andl*s digital versions of this map. Man of hum Products can be cedes or obtained ditch from the MSC a'elcsils II you have questluns abase IAN map, tear to order products. or the National Flood [neurone" Program In general. please calf the FERIA Map information machinate (MIX) M 1.977-FEMA litP (1.877.336.2827` or yid the FEMA wetted° at hHp I.Nnin ternedovlbieressanfiv 104' 31 22.5' 40' 26'15" 417 Valhi ,~n Cores for ihreth t Meru • - 1.-plit flow Wing 621st nes diE ZONE ' k7+41E N .4t' 24' 22.5" 104' 39' 23.5- 5 1 .1•Cit P4 e.aAHCL lwi'} JS'rHS=A.REI, ! 544 8.2400.50 FT NOTE: NAP ARM ON THIS PANEL 1S LOCATED MINIM RANGE IBS WEST. 14 lee 373a" 40" 26' 1$' Weld Candy incerpora'ted Areas 080256 1395000 FT nL174roet7Unit: r•Fa#If4P SCOlni+tA,lnt areaa 40' 24' 22.5* tors' 3r 30" SPE4'.IAL fl-CiOD FIP1P4ia AREAS {Se1Asl SUBJECT. TO IMJNPAT1ON BY THE tab ANNUAL C}) SUB ROOD 1' 1%anrry IIIenaoa41d04NrTHE tt 3ANNUA me tail WE FLOi�erlod�l+rhes r4,. I .. award u orsodhl a w Oven yet. 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OTHER AR:AS Areas Emmet] to oe castle Me 0.2% annual criertY tUwdofat arm In Alt'' Inset meths n afleetwel7et tut name COASTAL BARRIER ReaortS 51O 54 (CMMS} AREAS OTHERWISE PROTECTEDAREALS (OPAs) ass sand 4PAs sae nanm* tract wwlltrs iI stitch W St al WAS ward len Ir4. mud Cluefioternen Rah' a.2%Ponied Clem Fpotydaneutr,bert Floedwwybdi 4 ry aria Q banee r- OA3 vend 4Ptl lbws: Mr ewer d'vS g 5QRal FIRid Hazard AW tut in n0ur4>•y demos Spit Fleoe Wad stem of deem* Ease heed rFixaebns, flood drseUD..'r how .stdcaat ant mow omen en bee and value el errir 1 root r rasa Pad Smith dux Weft weer Wet mew *Mort In Art' 1Wararcd b site, Ar rtan Yebel neuro if 11 U imildsaierrr era mos.". (EL Pert 45 01 ore% sr a7' IT 3'60000 FT attar - N 685510 x •MI.5 Cross dean Ina rya de bet Geographic wiedietae nitwit d to de aortae hrartan Seam ma pun 931Vern riteupleril 9}00-rect Ws Colonies Scat RAM car am (F WS Zara 053:1, US= eadnr at Crud 09-n" t040-n7aar ih'M1mel Treasurer Meer wit irk*, care e3 Be,O!,'reek Ia etzeratinine to uses MOW DIM FIRM Peat} ktic F1fe woo RE P00 Items RuW fa MS Rrtpst i rive Neon tap solo EFFEETYcDATE OFCot H INOE F Wag INSUfuans PA?I MAP JW ,4.yaa, 20te EFPicrue DaTEr.81 nF REVIMfOHfe)TD THIS S.N9- Far tOPPO 1"ty hairnet* Prow pair to wtmtamal srpp b 1w Ca MrpFrKilrryrSNonadIr the noadh..flfl Shad'wpr• M to date. ,rt flint! mss Wa. u aalabk in t!s tornewerrc sodaa.ya'e ttsarasa orb ar col i'a Nab '. Food fn strr'.,rn Pro.yr N 1-50:141".20. . NAP SCALE V • ta08' Zee 6 1001 • _ r iETGq use a 130 U, PANEL 1542E FIRM FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND iNCOAFOR?LTED AREAS PANEL 1642 OF 2250 (SEE MAP MOE( FOR FIRMPANEL LAYOUT) CONTAINS Crt44M!ltsr, gut/5FR PANEL 9UFEIA ON Eli Y• CITY CIF ti0164 161-: t YIELD OPLAW C612113 5511 F Note -eta User The Map Number shown Slew should be used when piecing map orders; the Community Number shown above should be aped on Insurance applications fee the aubptat community, MAP ■+7NUMBER 08 1230 1542E EFFECTIVE DATE JANUARY 20, 2016 ream( tampion IwlenagtmarlAgency LEGEND NOTES TO USERS THs map 1s far use in vinare WOK the Nadanel Flood Insurance Program t don not necessarily IdenIIFyt all true nu beet tie finding. pantirulery from cal drainage � r sources of Small *bet. The cr�rnmlanty Mao apvtittey should posuitile updated of additiwxuet t10od hazeriirihtmation, To Alain MOM arti l intomaslnn In area whore Bata Flood Elerallone (6FE$) 1ndlor Atlodvnys haw teen determined, users we encouraged u cyan the Race Prufilea and Fadden' Data India' Summary o' $tilweler Elevations noes &elanad wflhtn the masa Irnurarca Study (Fns) Fedor thel ecaompaaiee mil FIRM. UM" should he ewtm Mid sFEs shown on the FIRM represent a unded whvle•loot elevations Them FIFES am intended for hood henna rating wizen only aid aheuld rcpt be Lesd at the sole source et Rood eleveh r information. Atradinyhf, lend eievslson data pretended m the FNS Report 'haute oar Wind in CarlunrmaI with the FIRM for purposes of cataiucton ardrorRaodptsin management Coastal Bala Flood Eleretihics shown en tin map COO at Waned of 4.¢' Npnte American VidiCII Llatum of 1 BD8 (F1AVD BB} Users 6f this FIRM statute be aware that dente Flood Sevnbons are alto pomaded in the Summary cl Minter Einstein tilde ire the Fluted Ingyranw Study Reportior Naiade:Motion. Mentions shownin the Surnrrify of Saltwater Qe shoos tide s'1ot& Fe vied for rmetrudlon indivr Eaodp;dn Itt•natyamard purposes when they ate higher than the elevations shown en this FIRM, 1 eaundariee al the thinwags were computed at cues' sections and irterpalated between aeon sectiorm. The loader were based an hydraulic considerations with regard to re4ulfevnents of the National Red Insuratws Program. Fiaoowey widths end net pN irxtri Aoadlway data ant orwided In the Flood insurance Study Report kit the jurisdiction Certain areas not in Specie{ Flan Mast Aram may de prateotad by flared control tl haRturea ROWtO Sedan 2A "Flood Prottctoo Ueraevec` of the Fend irssat hroe Study Repast lerInlf natianceMoodwntral eituctureefor this Judwddfen. The pn7gec$nn used in the pnpartion rt this map wee Unwireal Tramming Mercator (UTSa)'Are 13. The herttoMil datum was NAP E3, GR5 1950 s4iiimId 6ltwences In datum, Spifefald, proputien nr U M oil to sad in ia !wadmlion of FIRMS For adjacent misdates may g Pdr ` crammai in map features arson Disdain boundaries Thne ditenncxs din mat affect the aCGfg Of this FIRM Flood eleialia*s an RAs aware referenced to the rlarih Amen an Verdeal Datum d 19ea. Those &s devefbns must be eaipared lo nutlet aM gourd devitons reiterated t0 the tarns venial datum Far information angering conversion Festoon the Natant Geodetic Media@ Datum a 1829 and the North Amet'ican that I Datum or 1981, Well the National Geodelt Sutxey wenn d rtiLPW yW.nOe MI l L PN or tamed the National Gepde4C Sunny it the icauwirc address NGS Information 5anices MOAAn, N/NG6t2 Noland GeoS'J Survey SSMC-.^,, N6202 1315 East• Wart Highway Silver Spring, Maryland 70910.3262 (3Q1I 7;3.3342 lb obtain Currant eteveldorf, desar1peon, imbeds tocallan intormad rr tot broth mark+ shown on. this trapp:eeare carol trio Wernher Seeman Werth d the National C'•eaeale Sevier at (`AB1 h 71.3632+42, a visit nos weblett et Wel/ea rxi zoaa.dov. Etta map Itfarmatlon sheen an ohm FIRM an derived f tom NhIP OrnhophologrePh produced with a one mem ground resolution from photography delad 2013. The profile band ea denuded on this map IIpresent the hlldreen modeling baselines that match de naafi pct1IS In the MS evert AS ■ wit of lmproswed topographic data, the prate bar sMne, in same cases, may Striate signlfrratfy from me channel nant1ht Or appser outside 1110 $F1IA. 'Na mop retire mare detain and up-tp-sale Oman clown conlIgien 'ions that+ those shown on the pre+nal FIRM ion this ihrlediclion. This 1c Lirls and tlorduraya, that wars bsnsfttred brim the areioue FIRM may late been adjusted to contain" 10 these NW Warn arnta env*t i guru tl As is mug, uflloth e Feel Proles and Fbiddwary h raFllc atilt may raid od Menem Siloam Report (which ceMtel9 O thohta re yd rem channel diet nom that differ 11vm whet is ihawn Di nos nap. Coronets limas shown onihis mop are baud an fleas beet data svaietde et the lime c,f pubilwatiion. t3an-Alilea *saute du* to anntelans or de-4nnexents may have ccurrid wit this map wts ph6f'red, map baste should canted epproprtlMe mmeuerly etFiciata In vat anent carponte Sit kneels Please tutee to the saponify printed Map Index for an overview o min addressee, te win county Stog the layout of map pout ni community p r rY end a Lasting d Canimunnies title contenting National Find Intonate Program den tie each ream unto is well as a IS of the pa rake cm which each commune is YFC'IOic. Far wttlarmifion on avtilaMe =dicta aseXaited with the FIRM visit Ito Yap Sender :enter (NMI Stiite et tatoi(c hairs rn Available products may include previously issur)d Latins of Map Change. a Fed testa -aired Study Report, snot* dglal Wimp of this map. Mama of those prududs ton In pr7ered d' 4M aired ciiredly from It MSC website. It you have epaddana depot the map, has to order products, or the $fMoresl Flood Insrer'a Program it gpletal, please tall the FEMA Slap intimater a7LeAangs (FUl%} a 14776FEMaMEAP (1-'7-'336-2521, or All the FEW, webees at neolhowsefanu' iNMbiaPps'tip• 104s 39' 22.5' e4' 24` 22.5" 40O 22' 3i' 104' 39` 22 5" .'chid _ : P 241 5Y114,1•E 3240000 FT NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITH4Pl TOWNSHIP 5 NORTH AND RANCE 65 WW5T. 1 D4a 37' 3O" 4O' 24' 22.5" 00O0 FT 1385000 FT 40' 22' 3d" 144` 37`90" IleSPECIAL FLOOD HAZARD A (SetiAS) SUBJECT'T° INUNDATION 61' TUE I% ANNUAL CHANCE ROOD ire tail arrest darts {lord (1 UYver r 11)21;, ado now s≤ yr' Oust rs6ar rt are fowl that two i t% down d Wmwaled aled D: emoted in are ale yew. the Sceci$ ran Ward Anse s tv routOticAtt 'rC lc• the L% seal thane f1000 iron o. Spinal Fool sorted A' ro ray Our A* ' end W. Tart ION Float Fbredui is tlttwt4e'teece eleven dinhart Fbsd eetrtsdibinAe'ed- Ng. Flood avatars diteitnF<z• Food depths of lie 3'fdna Newly areas of gordrg3 ewe Flood Ceara U E AD IONS AR LONE es! wit LANE Ve f'. a'= denr!arit feed dePihs or t to 3 red ;faaiar enet now an TOP "g terrain), avenge de ale detlnrlred. Far elan a Muni fin OtOA r rens a's rma spyeW Fled FUard +!stir lomrty ptdnCEi tot m are S% mewl Ounce itol by a marl wen tat an one eftretly honied. Aunt Nil rdcaM SAN roc toad tattd weber a htlrf Ih* to on* Papca IInn ftr 1?4 east darn rY Tome rood OM m toe cittiozT here lore snail dance now tio le Fo d need VONCIXecote under a19ruudrom no @iii Flood ®rraimrr saver ruse. C64Rd taxi Ione own view* award fsrAresank no Bare Rooters fled Eats nre sane we vela i haa!d ewe WW1: Bs5e r, F)avrt og mart FLGODWAY AREAS IN ZONE AE 1k Winer Nape (vtn it rf a stream - ors Sam header ones Mar lost Iln 1a;a tits Hof .ntait+amt is tat the tee amid durstheal Sts to Ca'S vwLAatf aerarlai basso In head Min 100 X ZONE K xaAE NA OTHER ROOD AREAS Hest al 3.116 Wine covet Pock areas di' 6%anal (Nett 150111410 mail's *bore anew !hot cr'V d4nrit anaysrem ern ! SCUM az, we NM& Wide to f ers4an 1% r# S Own Han OTHER AtifA5 Res oRlRmtned tree ea are a2°4 anon enema fl000rain. 'arses i n mead+ taro iawrds are WCeta nenei, but pool*. COASTAL HARRMER RESOURCES SYSTEM (03P5) AREAS #H.ERWI5E PROTECTED D AREAS (CPAs) CMS messaiiaPMaremot* loured inn arSere bSoria EcedHenri Alen 1% Annual Chance FIWI le r eetndary 0.2% moue Chest Foci feel Nato Ronny teundry Matti hpwrdary eBRS Ind OfA haur'4arY Dan/ dhrirk Specal Rood Hag Nara Zones ani bmroarf di mg 305±1 nand i ant weal en Werra 9661 Faroe Err, 'tool ors, or food nebelaek BasHozC16Wtlanlh,raefdvautr dcscale rear am now into Alt 14117e 'rein iweri mK duration eM1 leer tliensferced to thews Irnersoe Yetiml drum d 144E 'Et 0371 A 46.02' ar, el' P3' it a moon el 134531e x a Mt, P.NOhab1it44 naait&TORIES neem- b May Ropmerar !lit r Op wen EFF WOVE INCE Of 9QV WWI fl F1pea6 INSURANCE MIt SAP a annoy 20, Zote WFamT edO+TEfs1OFRPti'iSID t57-n0Tne5MnE4 Oat Salon Imo Tamer Ire egararieranfollot ritwerad to dative saran NEM DC MO OM 83}+AWdern Fki7hNtFee• gr30 Carr x ts: ;abseil Me Aare Crdr lore [His one 0502)r twahet Co'at'i trek premier' IA0o+nlaa iM.witnai nmravexe Memla end rekts, errs 13 lerae mail (as eraiwadM in afar to 13w't mend the FeFt Pertly Fie tarAnamlr i a Imam restart' era La~Wray a. paw. reds' in aha Coreoniet Mrt HeiaY■eta betas fha Fbodtmritees ewer near{ 16111141101141100 Tar dreteirs f owe Inman iti meet i1 INS CSrrmvrril. snore@ gourirrdvrame Merl or d the Wtanr IN's hiaaae a f4con.. R I-a63eie-0S' e as MAP SCALE i" - Ei00' 0 loot Mir wellitte are 130 FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPORATED AREAS PANEL 1544 OF 2250 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) i;QMMIVNfl aREELEy. Cot `r O• W'LDer)11rnY Mal ten E EL 3 LM 9ai>r er 15a Aar 1545 5 Notice halter. The Yip Number shown below should rte used when placing map node'!; the Coemuntty Plumber shown abort should ha used en 4rrurance applications ter he subject torrerserty. MAP NUMBER 48123C1544E EFFECTIVE DATE JANUARY 20, 2018 Grdcral Umergemy MinigemeitAgeacs LEGEND NOTES TO USERS This map is ear use in administering the Mdlond Flood Insurance Program It does nor nrrraeaurig Identify W seas subje 1 id flooding, perticular14 from local drainage sautes of yrr.Et size The conuttunly map repository should be ronmullad for pawitle updated or additional flood twrard information. To MS" mere flied info nlilion in erase where Site Flood Elele Jena (€tFEs) antra- floodwayt ham been detefenined, deers are encouraged to mane the Flood Pruelas and Roadrnay Dote andior Summary of nitwits' Elevations tables caMairtc saran dro Flood Insurisroe Study (EIS' Rama {hat accompanies this FIRM. Uaere should be aware that BFE9 shown on the FIRM represent rounded whedctor'! elevations. Theft EFEa ere irtmrded for flood insurance rating purpaers any and Soup ndi be vast ea the sole eaurea of flood e4 valion rtdtrmttor. Rctrtdin9ly, flood elevation data prtianted in the FPS Report should be'tineed in caddlrltYlon with the FhRMiar pupoaee at cdnsanactlon ■naVerfldodplan managarnenl Gametal Bps Flood Elevation' Sicen on the. map apply only landward Di 4,0' Noah Amman Verde* Datum d 1966 (NAVD a8i. Users of the FIRM should be aim they coasts flood elevatOnii are aizn piovided in the Summary of 5UI7mter Elevatiure table in the Flood Ins rwirs Study Report MrMin jiniedi tloet. Elovenone Shawn into Summary at SlliNnatrr Elevated table ahOWd hr Lied For oor +oboe mater Rocdp1Sn manargsrrwrd promos *ten they ere hl9tlar than the elan' Horns shown on Chid FIRM. 9ouflderies of the Noodwaya ware computed S czars sreclionS and OterPOlatast between Cmea sedlaa. PIA rl000loeye were based on nye,auib considerations with rived 40 requientente d the National Flood Inaunrtae Program, Fioodwsy widths and other par that noodway date are provided in tha Flood Insurance Study Report ion EMS juriscictOA. Certain areas not in Spacial Roan Heard Amt nley be protected by rood control estrum" Refer le Section 2,4 'Flood Protecdion Lie Si Wee 04int Flood Ire UrillOil Study Report for iMmrotlon m nano caned itruoiures fur Ilia jiaiodimon. The peeled ion used in this preparation of this reap was Unia regl Transverse Mercator (UTM) zone 13. The horhtattel datum Wise MAD 03, GRS t990 sphwti1. OAferencee M Slur, spheroid, projection of UTEN maws used in the production d FIRM* for adjacent jurtecktana may rime in Might pv Aide l JRareintaa in repatriations micas lwrtaddtidn gowndee m These differences do not area Its aeoureoy d tile FIRM Flood similar on Inc wavy so referenced to the hearth American Vertical Datum d 1468. Than flood alevaricrts muad be compared to aUudwe card gravid devatiane referenced b the same veriirat datum For inlormslion regardng =news= batsman Iha Nadonal Geodetic Vertical Datum of 5929 and the Math American VrGe) Datum of 1900, wish the tieliarsat Giddied £foray **babe at Mro iikELIF s.nMtOgy or cornett the National Deuce* SunMev a the following odd rase. NGS Irdarmativn Semen NOr1A, NfNGS12 Malarial Geodetic Survey SSMC -3. ft' 202 'i815 East -Wert Hiron SIMerSpring, Maryland 2U910 -32U2 (ail) 713-334;2 ref obtain natant elivaticn. derc4plian. and/or location intimation for bench murkt *win on Kits map. ply contact the Nannette' Servitors Bench of the Nedanal relic Survey at j 341) 713. 9142, or reit as welt stn el rift:1ltmw& nate nom ems Boa map iMann ti n shown r this FIRM was r*tfh%d from hddPOMtµhdography prvdtrwal wan a one meta ground resolution from photography dried 2013 The profile buillnee deloictud on this map represertneshydraulttodeirtg baselines that match rhemoodprobe' inthe FIS'report. A9anand ofimproved topographic dais, the malls Daada., in soma cases, miry deviate significantly from the charnel orreries cir some! outside the SFMA. Tine sap rekeas mcve 4rtaded and up.tt.date stream chemist ceallgurattoru than 1hcae shown as the previous FIRM fat tele jueiidfollon. The TltePpl ins and Academes Thal were transferred slam the prmiovs FIRM may have Seen adjusted to °Worm to Maas new stream chariot configurations Az a Meat, the Flood Profiles and FWodwrty Data tibias for motile streams In the Flood Insures Study Report twhlr) contain avlhctit*4va hydra t delal may reflaa. Maim Puri* d'ptenteo that differ torn what is Adam dal No rap. COMMIX. Thal sham !XS ire map are based on The heft data available at tie hoof of publication. Gamuts chancres out is snrrudian■ or de-annewadons may have occurred flier this map wad punished, atop users should contact appropriate oprrmrurMy remits it. verify cimrl corporally limit location*. Rape rata to the separately printed kip Indat er an overview it & ilia county showing the layout re map ptS: community ow repository oddnesses end i LIMN or Communities *le meaning Natrona Flood Inetalttt Prawn dates ler rah ccrnmtnhy as viol as ■ iirrtthg dew pastels on *Mich etca commune! s located. For information oil available prosur:is it aoaated woof this FIRM OM the Mete 9ernice Canter [MSC) wagetts et htta rrrtsc.feniaaov. Aweiletie Product& may inns* pravcueiy issued Lee n of Step Change, a Reed (naiaance Study Report, anther Octet >"enrions of this afire. Many Of thane products tam be ordered a obtained directly Uorn the MSC wash!. K you nave questions about due map, how b order product's, or Ile Nrt&PS Flood Irss4ranee Program in general. Saris eel the F€MA Map IMomtaion alchangs (FNIX at 1.177"FEMA MAP (Ia177.334.2t27i or era the FEIJA webel<a at itSID•Irwwir fernegovitnai4ias r1P. 144° 37` 3a" 4D' 2&' 15" `a76t°d"N -75ELLIEN '+74oac,nN r; 1•. y 14 !A' 2d 22 S' tti4° 3T 310" 53227451. 3245004 FT 'L LI:I a PIM! Iii :it, urinn 4cr-:I i001/4.41 s3302L"k 13 •.,='',I It MI 3250004 FT 1 Rr 104' 3rr' 37,5' 44e 29' 15' r. 1995040 FT 44' 24 22.5" 164"55'37i' $FECAL FLOOD NAZARD AREAS (SFHAti) SUMECTTCr rrUNDATTON et THE L%ANNUAL CHANCE FLOOD durr3 ntdd l tD0ye. r flart3t an 4ra5.lr W *4 bear food, is lie Ibod that ells . ti dilate A temp nadirdte In eny;sr MIL The sarcrlFlail Pisani Asa s mg rem wit tp noon *the L% smut char raxaa Mat d specie Food ruard mode aviem A, #4 Ni, AID, AA '199, b FM Y • The. dr Wood Elmer 's tWe water-sudet e Weser d the 1% aria mete rms. mesa SOFE Zc"t AH ioraAD ZONE AR ZONE Alla Lot" zahE vE ft ab w Ana gators tsar ode Base Fkcd Mans ds4mine. Frond illprhi d j r5 3 feet {tauriy nig.1 wiroirct see[ ft= Ue'adtrlt deurneled Flood dr.•pdhs of 1. to ] hoer (csih *rife raw a' napuy terur); ruses *cis calamine. reacts d aiaiel fen rk'tdlr& retches alba ddtdrr. Md. Swot Ftaxl Huard rtreau innbety protest Mors Un l%annual chants 'food by e esti ¢nhci sotto fit Tai sucescrerlydrzetraed. Tare MA oilcan dwtflfano LW maid trru n:n S try mesas co podia pn78e.'$.M fern the 1% areal ca►n t or greater flood Amulet pot= ham *% meal dunce for hr a rated ford pmt Tb a A1/44aem WORT crostr.n c no au Road Dwaine Oxcint cab. Costal earn sane wxhtelecity card teem Ua+tt no lase MIX Ember's drttrinsied cannot fend sane wt. tell• ICS Fear (save a l:01, eW tram cantor' draer ogo0 FLDDDWAY AREAS, IN DONE AE m a ftciecrwy a %None or r stream plus Mr.dpceC dot p ee seas tat mi a tie IrxR Rebel erstrsrfr rt 90 met are 1 arturn &r a rtxt} u a he rem isn't M-ie I rcaeers In nano won OTHER FLOOD AREAS Arm or02%ennoy rate bun areas of Veen* thence flead we rage beat altos than 1tot arFadsdrodeo XMAS tarstMnt v,XIIE m l4 end new prnWcted 6r lees Miff' L% crude Oro row. OTHER AREAS mar rvSO netiv eared m be onside the 0.2% moil dance scam nt 2DOM 0 ems in aha flood Ilia Cs are urderamircl, trA pootbre. COASTAL BARRIER RESOURCES SYSTEM (03RAREAS OTHERWISE PROTECTED AREAS (CPAs) oases* and DPAS bre raw* Issas Mt Of adjicert to Saabs Flood Meat horns. 1% AIWA Chive rL4 ten Wonder e.2% kn Clams Mal Sib SCadorl rlantu ar bikeway *web murder • r WS and OFR baandary enwlarti tSihy 5przJ r Rmd Had ,4i 2c e'e PM baetdtry arnno **Pal Find Husard lases C detest ass Burr Ward, ?WI cumin, or Thud tetra c, See Rood Eteebto acre and mete flan h doe SwePIMHeat MaeWert u1942m*din ora 'Son rem' °Reaerer4Ed la If! Met Mzrtki'ball Mtn d 0811 alid,sh 419 "wail". in. van is nz ae m3' 0P' IT 110000027 09ii Tana are 11.10r= ire 6eP2 Tait cctroit reheated to ee we American Dart* d MI (WO r3) Wean I4nwhae 9000 -root Leer .:otaado Slate PIMP Whig 7Cnr MPS i'vtaOW *, Lear CuicnalCat pciectlai 1abn.w universal Tuners* Mecabr and glued zone 0 term ea* those nagilnats n hart turn aecW er ted 5000 pent) 'Mrs averS1rt MAP REPOS-02as Reba b Map RopainaTat Ell on Nap 'Mix EFPVITAE DATE OF 00U141 Yea FOOD INQURAHm RATE LIPP Mtn•h+y C, 261e EFFECTIVE GAMS) or RE V'914Nr5}TOT'MB pass. Far neecionar nrsp most hob y pre r,. =untried. m.rurp, rnr tid V4 Carernnty errs lttrra, tax. beams in Ike Floodleaaenw Multi report lel O t Lur+6twn To drawn (kW Mammon' rriaxIM In tai et nnmurvy, Lama yew'moans foie eat rue Hams 1 Flow In sunny Proc•arr• tt f-e0a.s3ess2a MAP SCALE 1" a SW nee a 1992 S Far iMTE1Fb 170 0 150 alP PANEL 1381E FIRM FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPORATED AREAS PANEL 1561 OF 2250 (SEE MAP INDEX FOR RPM PANEL LAYOUT) GOMIAlMS COMMU ICY HUNSUR MILLI( SUTRA GREELG4,CITY a= Dorm ISOI itCLOCCLIgif or ' Ndient°Uter Toe Map Number shown below should ha mad when pacing map ordure; the Caemtt(ty Number town above Should be dead an Memnon spptications for the subject oeminur' . MAP NUMBER 0$123C1561E EFFECTIVE DATE JANUARY 20, 2018 Federal iv try Manags meat Age isy NOTES TO USERS This map Is tot use in adtrin eler1Rg the NatIonsl Flood In smolder Program. kt duce not necesearly identify ad anti tubed. b Medina, panigtbany Iran bcal drainage sources of small Aria The a+urrreunly map reptsltary ahoJ!d be. San6tAted for pollard. upolyd or attend flood hazard ittr,ellcn. To obtain mart alsled inhormatlan in wens whorl Bala Flood E lm,lees (EFEs) aidler fleudway* head been odene nod. safe we wooer: edtoctorneal stes the e1FIodo d Prtllilte and Floodgate Date and/or Summery aaelerrElevations within the Flood Insurance Study {FM Report bull accompanies this. FIRM. LFeer, Owen be aware that EFEs stow on the FIRM represent rounded whole -loot ■Iruairons Thane afEs art intended tut flood insurance rating purpont only end should riot to used as tea sole source d flood eleva/ct intonation. AcadiIgty. Pond elevation dull ppeAsnred in the FIS Report should be IAiited in con)undlor. With the FIRM Inc purparrss of cates*uMen areas Ntsadpein mean Pee M. Ceatai Bata Flood Woollens shown cm It map epplK only landward of 0.0 North American Vegetal Datum ol lean (NAVE, adj. Users of the FiiRM shaved be swan that coma ?bed eteQttrsns are ales provided in -ore Summary al SifUatiar Elei.atv1a table in the Flood In Wanda Study Report fix this jiMsdtcion. Elevation(' ehwrnin the Summary of Millimeter Elnrali9ras table should be used for construction entice foedplrn management purposes when they are higher then the eievetia s shown an this F IPM. Boundaries of the floadarW* wise computed al omaa seOirOne and iMtipol* between o'tu rledaiona. The Flpcdways were tined on hydraulic cahsderatiorta wAh regard to requiremerrtlr Of the berilenal Flited Insuranae Program. Feathery widths ate cam se nenr tlorhdsa#ls dela ere prated lit the Flood Memnon study Report for this PAM chart Certain area' not in Special Flood Hazard inn mey be protected di feed central sttaetsirUS. RefetIn Bethke, 2.4 "Flood Protection waseurvs"41 Lne Flood Insurance Seedy Riga! for information on Aood coned Sri duree ter 'Chi I jurie slim. The prolediOn used in Me Federation of thla neap was Universe! Transverse Morrow (UTW) zone 13 The haileantal datum was MAD B. ORS 1900 rotund 1. Ddfarenoasa in datun, aPtewcad, projection or UTNE rams used in the pledUriion d F:RMa far adJacsrt Nrisdirttna via reaua in sight pesLonef differences in snap reams arrow IUTadaUon bounds/lies Thar djffererrcet do nod aced the Strang at the ARM Rood elevations on the neap art referenced to the Muth American vedical Caruso d 1908. These Road Sabra must oe compared to ahudueb and a,mi devatiAnI rehrrenoea b the sere vertiraf datum. For intermtaon rowing conve *tin between the Nat one! Gooddic vertical Datum of 1924 and the Notts Meagan Vertical Daum d 1608, visa the Notional Geodetic Survey wnSS at Ittei/ h w -n idotadov or commie the Nations Geodetic Surely et the foiloreing address NOG In$orM9tian Seevicee Na0aa. RINGS 12 Nees Geodetic Survey SSSMt".3, 09202 1315 Est -Wept Higher/ Silver Spring Milylsed 20091G"3252 "L391)713-324 To aWarin current elevation. desaipdnn, and/or location Information for bench marks shown on ors map, please combed the !etermuton Services Smart of the Neatens' Geodetic Survey *Mil 713.3212. a vied rte wiobte all. hdp'ienee . naa-naaa.sev. Elea min IMamatlon shown on this FIRM woederived from NAIP Onhophologrephy produced with a Otte abetsr ground reseluladn from phoibgrepry dated 2013 The pedtle bed His depicted an item map repreaentthe hydraulic mc(MhrQ baselines thatrnetch the Arad rallies in Mt EISmood. As airmail ol improved bregraptda delta, tha profile baelins, in some oases, may devices aigntlrantly from me charnel Demotes en appear 4.tiida the SFFFA. 11ia reap reflects nano Babbitt and up-to-date steam channel coIMlperatbanie thee+ those shorn on the pervious PPM for this jurradreion. The fpod$ainll and faadwaya that were yansfened from the previous FIRM may heat teen arlEueted to Centrum to these row semen channel configurations he a result, the Flood Profiles and Flodwa y Data .soles for multiple etrear'ns in the Flood lessance Study Reed (leech content euthartheue hydra&& del Mari retied awn ckandet dido ees that cflc,ir m what es town teethe leap. Corlarrb ttnb shown err lNi map eat based on the bat data avaiab e S the time d reiteration. Because changes due b annexations or deLannexnAons airy have occurred sew he crap *se audited, map oasts should correct appropriate mrtlmurry cfneli to army curfew capaarta :lire Iacaeans. P lease refer to the asperse* printed Map Indio br an overview map of Its county taowtg the layout of map penes; community map repository adedredess, and i Listing al Camr+wwnrlles table containing NttiOrtil Rand Insurance program lira for each cornmealtry as well at alisting of the panels an. whkte each community is Waled - For intonation on available prtdJCL7 araccialed with the FIRM stall the Map Stoke Carrier MSC) wetsiie ii hatizd?rt*CA fl l-gtrv. Available produces mar undoes pree/oufl Yawed Letere of Map Changer i fCud InsUrance Study Repot, and/or digital wraioni of Ih19 map. Many d One produce can be ordered et obtained drecyty tram the MSC vole h. U you howl queadone about MS reap, how to ceder Products. or the National Flood Insurance Frogrom it iaCsrenet please call the FERIA Mat Inienerign eaktiargs IFIOX) a 1-$77-RFMA-MAP (1-g7/ 16.2527) or visit the fELIA webs% tt h11o:f!wtrwl/re oaYM1rutin 104a 10°24'725" 41726 4li• 2 a r - F. 40.22.3U" 101' 37' 30'' 5321 nnE 3245000 FT Uolvtt 01 Kersey 0801115 LI i� e77adn.E Xle i Witt Et. hrr41 NOTE_ .4_REls Sandie Ow )H$5 Halo. ISL NS- mei'E) WITe It TOWNSHIP 5 NORTH. SIP _ 323Doa0 Ft aynrrIE 10473V 37 S' 40' 24' 22.6" 1386nbn FT 40` 22' 90' 104'35'37.5" LEGEND SPECIAL ROW HAZARD #REA i (SFHA) SUBJECT TO INUNDATION BY THE i%ANNUAL CHANCE FLOOD .rim vs anus awn roe (Lr wlr Fomdl SA OW astir tone Ned, a ttr Aard this rat s its need .2-teatkd i; are. given ycu The Settle Fred lad As s Er p b4 are L% ennui ui c luQWfio"a A Olt At Sper+al hood head Sat7 i A M A4. Fk, Irv, Rid vt The Mae Fin Ertaras is theosslae°iunte Savior acme 'Acne duet roan. Ian Ma Poat Seistal re Sec wet ease Road a -.0 •s drummed_ Eaod transor flax 3 Feld (aunty nos I rases,),- ease Flan! Elefeet s *Unmet Ham,' Ponta d t a 7 fiat lunar dM slat Rue m slaving timrram*; aarrr9e de ers Pearrrt red, Fcr ate' d easMl for rooms, vetchesaisn ominn ed. =heA ZONE AS zalt AN ZONE AO VIZ AA . One Flee mart a rent tmrrf1V rant (in the L'M ann a l iiwna An it enticed Amd tl ''r r a ab * deorlared. net'p rLsrad to zone A0. irdttlae ease 16rrrsa 9frW" In fl ins IrCm Ot arms(! theses at greater -tot ipXE Ica Aram ae Moaned' men amen Mara Plaid 41rJaum# oeamieS. oel* Pedant (Ad pegelmn sv1tM Bader net V Canal timid nate xth tdo7tr Naomi and (ewe shall rcCase Redd Med.-boos dmr7s'lal. cam flmd arc un eta *p' gauss (AAA acila 9; ease Road EW 'ads Rderrrhad net YE ,1;�.+• rte FLOODWAY AREAS IN ZONE AE lee hiller atetrad tern ,4waxrrsrkree1md{r5'11Wroe m arraptrim d errrroiklaRrratAWL tilt 1%AMA &AIMPad con Mdaises!Soso.saflIIcrakesin ferid hehdls. OTHER ROOD AREAS 2nY.E f nen q? 6.,291 raw duct nand: a beau d IS am t data trod ark menet der,<ra of to s thin I MO r xxn floe arses brie then 1 ear r and area areasted 6Y ace Iran L95 retain= soot Mal AREAS wee attersilrad to to Wade Ite 4u'5• ru el dvtca liTag titian• Free In pen Mod nth r urdsrmiraw, hxiviabn. avestik BARRIER RESOURCES SYSTEM (034a..5) AREAS SOW X 2CiVE o Ns ,`Li‘ OTHERWISE pp•OTECrED AREAS (OW) rand, net arts rime are ti naiy xoetad fli or unless in SipedePh d Hoard 'CIS I% hmuai Ghana. Fadden ecsoirey maw MMW crwu nadslor 9aurdary Fldoatw/knndey are 6 herd ea c0a5and 4IAtourdary aaaharrAWN; St—ial Plaid Hurd tea WAS ad Lwran' TJ veal keen rl aahrWC ease Reel esevsas: foe cods. a Flat woad 373""x` km now Elerrapo•r le and rsue; tecden mist" (EL ten Net Rote Elena -ban Woe ■ et siren wail Bra Shona im ea' "rseteus, C the Acne wee venue mum aF t969 La* at re' ar c2' et al SAM Fr 4WD" hi pestle x '111.5 cleat arse ine lane tine 'tress# uani Hens Maenad tie.e Frard Aaxredsh Mr' Of op oleo tit slattern new saaa-fcci. tam :obn6tSkate Piano Cehtrs lane nn n Pax 4502), burin creerrna$Cra•( p4+aaan tca-rv[zr travail Tan Mesta grad tee?€, Jaw 13 bids rot rte the aptolas+ri h tinYn ith Ellen Sign aF as ft H rT1 norm* IMO RE POSITQRIER tidhr*ute kw item lia an gaup IMU EPFEfThE DALE Cr ppValrtlDE R -m5 tiieuRANCE RATE lisp bl urrt 2a, 2016 FwPECi ME'D.arum, of RD/tow T 0 THis Pr1h EL 0a mm mull* moo 'weal l brri pier kt pranpre;ra rniFFssg, ,ter a isa Crrntrnnk MAO wrner bide in Grief rn IM Sisal sNunn Wet sere nt Oa (ureitinbe t le auerime 1 foal tF urllk S Y aratrhle r 7ia oameu* 00stl t yerr rauaro quad sr all lea Picini Fend toe wnaa PM ran at I40r"aatr4RJO. MAP Salim 1" a 1140' so I tots r FEE creme 1st a FAN4EL 1863E FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPOIAAT1''.DAREAS P1kMEL 15830F 2230 {&6E MAP INDEX FOR FIRM PANEL LAYOUT) ce Wears VERSE? Totem 6f nom hse3 wowctuMrr OOZE 1381 r Nulece to Leer The Map Hunger shown below should ben when piecing map orders; If. Community Number town rrbovG should be used on ifOurence applIcatbn3 for fit eubjett co mtalty. MAP NUMBER 0812301583E EFFECTIVE iL��DATE JANUARY 20, 2016 Federal Emergency l4lingemeitAgingg LEGEND NOTES TO USERS This map la for we in elh.3nlelehny the Nalanel Flood Insurance Program It does not nectar's* blandly a1 aretee autecl to tioodin9, pereculeriy from local drainage Noumea v1 smell ace. The cornrwureay map repository ;hyoid be etns,dtad for pass Se updated or additional flood hazard Irifereunion. TO Gloom, more dEWrYrd Information in woes where game Flood EMva1kw i (EFEs Badge rtood*wye harm noon determined. kale Me encouraged to come ha Flood Prel4le and Flaodway Vita Wetdler Summary of Starner Elevations Item came Wed within the Flood Ir}Gnrres Study [PIS) Report ghat eccunaganiere this FIRM. Users Nhaulid be aware i id @FEN Shawn an true FIRM rapier rounded whde•Sont elevations. These EWE' are intended I'M Aoad insurance retina pufpCata only and should not be used as the sole swrtx of flood eravalion information. Aoardingty, flood elevation dem trammed in the FIS Report should na utiized in mreuncliern wiLh the FIRaAfor meows e3fccn tr yionaridarfloodplenmanagerrterrt Coastal Rase Flood Merriam* Sic*r on the map apply only Isngwaid of D.4' North Amerced Vertical Datum at 1983 (MAYO 69). Users of the FIRM should be aware bun call flood siewalrane are dm provided in Ihs Summary of Streeter eeaahcns tat is in the Pied Ineersrsat Study Report for this jurlaaldiont. Gevaen:a shown in lb. Serrernry of a fts :sit Elevations table tho+vld be used for contraction andlcr floodplaln menedet arS pufpaesv when they are higher'Oen the du atlana shown or. iNs FIRM. Doundariae of the flpvelmrys wars computed at crass sections and irterpdatnd between crow tons. The floodways were based on hydretic omsderatian Meth regard Id raquiramerda of the riaionel Flied Internee Program. FSotwlway widths egret ether ptsrtmen l oodway data are prov ideal In the Pond Insurance Study Report Mr thin jutiatfrdion Certain cress n4 in Special Flood Elam Areas may be protected by dead control strum ITS Rahn la Seden 2.4 "Flood Protection Meeeurea" of tale Fined Insurance Study Report torinnernseon an load a,Ird snrurluras larthla;arisduiivn. The preiseboa used in the p ys:manor of the map was Universe Trehavaree Mercator (UTM) zone 13. The haelzantsi Slut* was NAD 83, ORS 19&0 spheroid Memnon in Arum, spheroid, prejsctlan or UTM zones used in the pr•niunien or FIRM! for Mallacarll jurisdictions may result In alight puritan' riflafenxea in nap feeling acmes jurist: ten boisldauin. Thine crammer do not allied rho accurst of W s FIRM Rood avatars ce this mop are referenced totes North Amntritn Vardeal Oaken of 1BaU These flood etMarlone must be compared lo structure no -0 wound elevations referenced to the same vertical dabs. Per i%Sm1ailon regarding conversion between the National emetlelre Vane* Datum of 1429 and the Nath Art1•ritan Vetiaf Drum at 1406. visa the National Geodmtia Survey webaAa s! hdo,/fr w,nes,twss.pou or contact the National Geodetic Survey at tha tollawinp add roes NO,S lefoowh.n Services NOM, kiNGS12 Natio nal Geodetic Survey WSMC 7,!9202 1315East-West Highwy Sear Sahrs Maryland 20910.3242 (3D1) T133242 To obtain tuner, equation, daeStIMI6n. sneer loosen inrarrnmian for heath rmarkm ancren es INVA map. Oates sprawl the Information 5smrtiraa Branch of the National Oaadeic Survey at 1741} 713- 3242. or visit de wobble er talplhvanrr.ut�a.noaa.pev Rea map intonation shorm on this FiR1A wee derived frosin NAIP OnhcehatoffrLph produced with a one meter ground resolution From photography dated 2013 The mile bag elites de pitied on this map tepmsert the hydraulic modeling baselines Mai motet, the read prollVesin the FIS report. As sneer of imim°hoe3 topogiaphIc der& Eva male baseline, in some cases, tray deviate esgrnifearity from the charnel centerline ar op pear outside the S FHA. This map retinae mete detailed and opt- tiara Oran channel coidlguratlelte than those shown 9n the previous FIRM for tie juriedlon. The 1 Gddpalrte and hoadwem that were translated From the previous FIRM may hoes been atiusded to Conform to these new &imam theme configuretiuna A9 a result the Flood Prdiiea and Frodwr, Date talelve for mutpte mama in Ma Floc! Internee Study Report (retch metals * sathcritati'ue hydraulic detail may rehed stream Channel almost that calertrum what is Nhuarh m this map. Carport. Nowt shown onlhismap are based can the bast data available 01 ate the ca putWoe%on, Because ;hanged due to enneptatena or derenneealIO.i4 nay hewer occurred alter this map ms put -Shed. nap savers Oh AIM corded appropriate m,slmunity omsla to verity current carman lima loan. Please refer to the sapiratety primped Meg Index for en overview map ei the county showing the lay= ref reap panels; community trap reposlcry idgrsases and a Listing or Communtrs mole cettdJrtng Marna Flood Insurance Pfcgrarn dates for each community ae ,wti as ■ lifting atilne parses De wroth set community is Vestal For intamiiicn vin waebie produces ■seodited with the FIRM Nei€ the Map SaMra Center (MOC1 webelte t htiritirrsc.ftrna,goe. Available products may Include prevaausty imard Letters of Map Change. I Flood Insurance Study Reprirt, artdler digital version. of the ire. Merry of these producer earl ha ordered of obtuiwl directly from rho M$C flasitm. If you hews quotient SSW the map, hie to wthr products, or the Nallonri Flood Insurance PicyFam in getters'. please call fora FEMA glop Information s1change (MIX) at l.r?.rEskaAP C1 -4177-330-7427i or vrsh the FEMA webeitu at Ntp:F/nrww.feme otpoi3ua inensinf i p4° a7' 30" 10' 1O'2W15" F aa75tcpny,) a r a w ,S .r74a/aeN 4'731/4:— ha u72m°r'h ..1 !45�4r44t 1541 SSTI oaamry, 'a70elomN THIS AREA SHOWN AT A SCALE OF 1" = 500' ON MAP NUMBER 08123C 1561 THIS AREA SHOWN AT A SCALE OF 1" = 500' ON MAP NUMBER 0512301553 400 22 W KW S7' 90' IN:, t'ssc 1T75 324dC00 FT 3250000 FT 3255DD0 FT NOTE: MAPAREA SHOWN ON THIS PANEL IS LOCATED WITHIN RANGE 54 WEST. SPECIAL FLOOD HAZARD AREAS (S ) SUBJECT TO INUNDATION UT TirE 1% ANNUAL CHANCE ROOD starn Moat 4,131) -veer fl ). an homer av thy siege r>b8a, a lie bond out he9 a tia dome data eousi d oraceerfriel N any gem steer The wet Rood H'otard As e the awe Seed t'ticodaR}WUfa1%Machar¢resod AsG5er5pl al Einar ward iseuss Des A, AC, £^i, AG, Act A49, Y, ird YE 1Te led ride Eerie,* are der-stiret elewrtmrt d the i% amei chafe sae INS 0. ZONE AE 200E AN dreerrrrred lOPE! AO Frond depths alt 1 to 3 St (tewlr that rem re rgpos Munn); dredge dsna,S estsrd'rlr'ID. For arias el atMal Res Moadur} eebctesakw demerit. ZONR AR Spiel Road F4rard a red formerly prime' from the 144 avail rhea floe by a find artni rrVettmat r.er AOaertr?ay deco•Ened. 2cine. AR rmcate three lone Ned wad sv'stem s teens rEttnn m orc+de prone Arm w et pogo nprr t w real twee fined by a Feel Ike ereeKW n Rem under =teat mother Plied f]avear ant aettlerte Cardml Ind evnt-7. recap Wkrd Sluex,tark no la Rev f]Franori Ile Brie FCQp demon cleanings). Maenad Elereteno- niei. Fear nu ut 1 r0 .! fee {sea qv wen if 0oreyel; aerie Rom Ee el= ZONE pea IOW v 20FEra'e canal flossraleeft .tad4v'ward Oat a<m,k Bate RoodEe4tfird drhr„•+et. FIOODWAY AREAS IN ZONE f+E Ter nYodvaly a uw ordinal ail smug plus err *Sort tepee emus Rat Iva ER Mt re et enopadtrreg sin trot the tllr erne chance hoed to he tree rULMaS Su errr7aa MIAMI In mined h igh% EITHER (FOOD MFAC tett 2. rare pf 0.2% Minus rtwae hose: areas d 1% ante thane flood yeth meows dg7mY CT ere USN 1 mats Mr elTreit anal INFS than 1 swine tide and emcee pret:ctd hi leesrr nl s% sons a One Heed. OTHER AREAS riche A ZONE 0 wee ornenrlreinRmet teG.Thformalthree hareeln. ape in tree load modes are llfriEbrgnig. art acestit COASTAL BARRIER P.ESOukCES SYSTEM (CiiS) AREAS OTHERWISE PROTECTED AREAS (OPM) Coss sea: end CtV6 are ^�yf3.% •Rtye:rtr red In Pc Nuih =4— d' a2' ea', sr3' 02' ,.^r [MOM D%SSW g •e1,.S reran* Irn.4 weft. or adlree'ktin Speei Fain Had *tea 1%Amad owedFeoedeian ah.a` I' 3.2% Amami (Ware Pnaapun Baraary Flowhratccnclts1 Ant Cr bowery alt5arrd QPA emery ?inundate elrey,c Whitt ROW Herd Arm lanes ra 00.'Yiln' dN,dirg 50€0 631. NCO hued kw er dlrlbad see Find sears" fad dept's, in rod ,rdroctrte elie Pour Elaanm, it and vl a, geode n beta Mgt nom Eleampn amdt were doter Arden Barr ogle Artri2r11irrod sic d` ties Sara notes one mantra Ise detabon e, Campo pit rants rattenri m the Writ Anon Mon d 5.99701PilDittmar gammen stiln-rest Wa ai,rada rase new prim arc !WI RIM 6561), Weer Crewed Cork pemien tolma n Lrrewe Tor name Mendez 'p -rd value one S a Inch re At (a create IR Wine Uaeri Jere el them% Mi pert) Rye hlie 144P AEPG$iTC lES modem ream R4(AaeY,K Kelm Peep I ton. EFFECTIVE 641E OF GOUNtrAIDE AOOD ISBLIRAJtOE RATE MW row? 2d, f-te FPE CTNE 6ATE1JF OF REV SIOWS1 TO THIS PAM - fee came, mei map remain hSay Or 19 cquntrasda fMedriQ COW ro Ere Gomeuray Neap rnt., tide noted n la Flea !nun S'.dy Moll b' tm • Luraeeetaa Ta sere i axe tannest u Mantle ke ON a aernefy, mood ywr irern,NX ere a and sea lYfunai Flood lateen= Prenram e 1 em salt- tin 390 MAP SCALE r m 1OD7 ate y--. —. 7910 Mier METERS win 3280000 FT g11.t�ngr rfrre n PANEL 1565E FIRM FLOOD WELD COLORADO AND PANEL (SEE ctelAIw9 INSURANCE RATE MAP COUNTY, INCORPORATED AREAS 1565 OF 2250 SAP INDEX FOR FIRM PANEL LAYOUT) •hrV, HII al o CEP CrP S el .r .rl Ila C R pomyUNRy MUu9ER PAreEI• BUFPIX Meetly TOM OF uer7Rt eea5 vY@LD GCLIKTe asaleld Ied5 E MdirzloUertr: The Yap Number shown halm should boa read when pieGlrrg map orders; the Community Numbly- elusion obese stolid be mad on insurance ap iketens for the subject mnrn.unt,. ?Ark MAP NUMBER morn. CID rl EID TI a' ICI Fm.,... I�-.al CD r- , t I , `3 t yin 51 o 08123C1565E EFFECTIVE JANUARY 20, 0Al'E 2018 Ile., F� Federal F.>ser2escy fsfeamgegeaf Agency LEGEND NOTES TO USERS TI'S mep in for use In adMlrealel(ng Sr Natonal Flood Insurance Prapram, It r19E3 nix naoasserly identify ell erase SuOwl to 1laadklg, particularly from Focal dotage sources of emir size. The somwur*Ey map repository should be consulted for molar updettud ora:Milan i flood haunt information. To oaten more detailed intormetion ie. aim whore Etna flood Eleea'bne IEEE!) anti* flanderya have been determined. users are On Wauraged m consult the Ft cod pale les and Fiv &Jway Oats anther Sammaro of Whinier Elletaltions fables c rained within the Flood Insurance Study (FIST deport num eccompattha this FIRM. Liars tilauld be aware that EWE' irate n on the FIRM redrew! rounded whole -fact elamalfona Theta 9FE' are intended for hood Insurance miry purposes only and should not to used as the soft Sd rna eit hood efaralior information. Aaadingly, flood alaystlan Si presented In the FIE Report sllauld be utilized in cvqundiwn with Un FiRW for hxrpne®aof tonistrucfion sober floodella man ligament. Dental Bate Flood Eletili ne anneal on this nap sppi'g cmiy landwrd ce 0.4" Noah Arnerkan Vsrtiral Datum of I 28 {MAYO 88) Users of this FIRM should he aware that ware egad derletms art Mao provided in lbe Summary of What* Elavatons table in the Rood insurance Study Repot for Ihje judadicton Beattie shown in pia Summery of Stillwater Eie same tads drat be used for owlehticti n and* Maaddain mansorMrn purpose when they stn higher then the deveectne Shawn on thin FIRM. Boundaries d the Roadways ware computed ai cross secions and interpolated ben.een otoss sedlons. The floalveyt score beard on rye twit cucside ratans with fiord to requirements of the Maio* Flood insurers Progam_ Ffeadway widths end ether pertinent roadway dela are provided in the Flood Momenta Study Report For rhea iunsdainn tartan ante not in Swirl Flood I"Isrrd Areas may be protected rx, fined central strlaeturee Refer to Section 2.4 "P ad Prel.03on Masstre d' of the Rudd Insurance Study RO{Iontof infbmw tlan An toad CCnlr91 'Winne he this jurisdiction. The pr action used rn the preparation d this rnia 'wet Universal Transverse Mercator (uTM) sone 13, pi' hattana' dairm was MAD 83, GRS i' SO &premed 4rn.rsnaea In datum, spheroid, projection or UTM tones tsar rn the production of FIRM, for adjacent juriadidions may remit in tight poslfonel dMevevtoees is neap redrew scream Jurisdiction boundaries. These differences do hot seed the aoriirrty or this FIRM Flood abatlara an this map are referenced to the Montt Amenoan Meal Datum Of t9a8. These hand eieatnt MUM lea compared to *rectum and grcurc devaDcns rsferenoed la the in yerldcal ass#um, For inforrrsaUon regsrdirip tahlvirswn bebseei the Net one! Get Vernal Datum of le29 end the North Aniertcgn Yerlitif Daum of 1988. alert the Nation Geodetic Survey weberla at itia.ltwmw,rloa,nd4ligey or contact the Nation* Geodetic Survey st the lolvoring outdraw MGS Information Senecas NOM, r'UNG$a1Y National Geodetic Survey SSMC -3, a9202 131SE.et'VWeat Highway Site $pdr2, Maryland2DS10-32$2 (301y 713-3242 lb obtain current eeevation, description, wanly vocation Information forteenclt nark. mown cm th19 ma0, pis meted Mt Iitfarnatlon Services Burch ut the National Gaoditlo Survey al j3011713- 3242 or heed uTsrabbrin of Kt:T•livnn' eyts ne.e.pnv r Base reap ieharno tpn shown on the FIRM erasderited Imre NAV'Orthop?'otagrapry piC ozad north a ana Metr ground ?nolutian'Frnm photography dined 701 The prefla baselines depicted Qn tl.s map represent the hydraulic modelle* tesalinnn tlti match the Need pralllas In the P IS raped. As a result 01 improved topographic data, the prvHlr baeaNn,. it some rases may deviate signer -with from the chum& rarierI Ina or appear maids the SFtIA. This map reggae more dotatied and up -to -dots Oren Owen* cuetlqu t to IN* those ewer on the previous FIRM fa' rue junsdltyctt TM ilnodplains sod Aoodtrrye the were transferred from the previous FIRM may have teen actiumed b conform to these ner stream channel a taifiguratiei1i Ai a rebuilt* Flood Pratte ye Fleadway Dale tebtse for rut*, reams in the Rope Inauanei Study Report 'MAIL ' madam authoraaive hydraulic dotal may felled stream Channel distances that riflerfitrivfhel It ahnwn ohthump. Corporate limits shown an the nip are based on the bed aorta sviiatte al the time of putiicalron. Dune themes due to ennevallans or deannnatiora may have ocxurrsd step INK map wee putishid, map users should cwt appropriate mmmun[ly crftaals to arty current CrorpOretetirnn ICeatrpa& Plow terfor to the separately limited Map ISix far of overview map of the county shoeing the layout of mop pasta community rap reponektre Sonoma and a Listing of communities tate contenting National Red Insurance Program ashes tar soh eemmunlry as wall isa prong Vibe paneled✓. which each aommun!y u located. per intlafrnatl'n en available products essoosUtd with this FIRM eel PTe Mop Welts Canter Disc] ware as fttoirnuFe.fema,gov. Available product! may include prenciusly issued Levers of Map ICMngs, A Flood lretrance Silty Report. endfar dipitel vrrrrsne at Ihi mop. Mary el these producb can be ordered ar attained erectly AMMO* MSC MIDIMe. If you have gres1ans wastes this map, km m order products, or the National Flood Insurance Poi in general. Please call the PIMA May Inlotmrtlen 9ifchwette MARC) at i•rr7FJEMA•MAP (t-rh77.23G.2tS27i or visit the FEMA Mete at Nick/Arent Awns 44+ 0Li$.6 sOrnRp- 1r a' , 441.a CI: ere3nt"N easo=anN AA79GOOrrta aa7filtfltN r°7 SP0°1� 4A744:574 LinCekisii u7lmLIEN 1.1 v324a4"1 r ,Ea• I: 3245000 FT -3,7,10000 FT ritiff THIS AREA SHOWN AT A SCALE OF 1'F = 500' ON MAP NUMBER 08123C1561 THIS AREA SHOWN AT A SCALE OF 1" = 500' ON MAP NUMBER 08123C1563 e35("Pit a '37e1"E CIkS Fall_. '2'5 THIS AREA SHOWN AT A SCALE OF 1" = 1000' ON MAP NUMBER 08123C1565 3255000 FT Lcuetsddrawa• Weld County Uslacnrjrnr'S'Med %Tar#a. 0110266 3260000 FT n. T. ti38041E 32750 OD F' 3265002 FT s39crs la aaerrE 32TOODD FT 1420x% Ca 3n CS'o, 0 C" is 14 2:53 FT FT . tta. 0 1415000 FT 14Pi.1000 F7 14OCDDD FT i.3950h0 FT 1390000 FT t3Esc cal FT 22' 30^ SPECUAfr FLOOD HAZARD ZffARD AREAS (5FHAs) %EJECT T3 r.; ;�;;j� INUMDA'hDM EY TIE L96 ANNL641 CHANCE FLOOD n 4db 4a cum mad (tbayearnion, a& bodkin et tR bin PPE. )? Me need that has a 3% chafe 9f bow exiled motet le a Emirour The Soda Food Hard Ate the saes sided to nor:44 a or the lea ermal chime Sorel Aron d Swol reed Maid Iodate 'oresk+fi'11,ocr,irk.A49,+yand'rE Tfr geee Rad ElealbCo) wsnorerfat e{eve7m d ale £% armor thermfeet et ZC EA tale AF Ile air Fined atyraa%e detrained. am Mood ElevaVhrd estarmitsd. Zoe_air nsaSbode dt!a3reit@tatl!ywoe dpandireet estlima Eleanore XI: EAO Acted depth! ct 1 to 3 fee, ;Atli ay Vert rVot Pn ebani Err. inj; ILenge so maraca for arena d San BI ran deariladree, retirees also Seteltttred. sirs Food Hind !Lash cOnTerly preceded hem re 141 annuli chance rood tea lied ❑etrta "roam tut ass masehaer decerttkd. Zane to Ramo awn lows noel ward fir, ec ItiPIP riAceg6 0 DOOM preemon rem tie !% althea! Chin= R relief M17d ars o ale. 1ntS±t1 nue Oh mall :.''lance need by a naiad rand p-mef,Sn system under cast- for: re ease Floe Faevrttris date nrekle. Coi sled sale corer: with ,flX4j 4244 {vwie aclmi7; re is r nd EewterS rettellished Lott AR ria4 AH 2OFE ZWE YE Col Ell fad tin tsftrt wekigey Ward {ha* Mal); &a rod Elevinons FLOODwAY AREAS 1N ZONE AE The skeins is the thinner deLeah pW5 rq&Mal roorlpah ernes that met be tell ft of ernna cnce f so- tli the l% a'"via clung !teed can re tarn Strot trauma Iciness in fent hen_ LONE X OTHER FLOOO AREAS Arse. al Q 2% annual Meru frond arses of t% wreak Mime ttaoil rte' aeon Septa of lies than 7.4Got x+rUa *WW1 glen Ica t3un P wane m IC A'nd Near paroected by Ss test 1% area chow nevi OTHER AREAS mar Adiaet derdlnircd lD to cYtieietie CR% an',el d*nefoed off. ICE D Neat in st Ida rood Nolo are VrelebeTron7d, tale r0aitle. Ci]ASTAL BARRIER flE50URGES SYSTEM (CEIRS) AREAS CTHEi.W]SE PROTECTED AREAS (CPAs} croswj and CFAs ire h armsly looted wee aredl4w'4 m Cash! Heel Her Arles. 1% Arm W Mat FfNadyaa BOura7rry DJ% WS Chance ramose Fenian Fodww Witch Zone P eau -dm rSM IMEM4- -.in...03 Wm 16L4571 leer 'RefetEna3 iR the NOM Ar ertal *fake! =Sid MN C3FtS ird DYA muadery ksrMiy artX Ste di Rode Hush! Eta $arcs sc taureary Swing Spada I FIX Hand Ares d dress arse Flab r3e1ssrfs, ao d Oa a !!trod e`J0C,tief, Ise Read Elpetron sit and rate* 6Mb: n Eel* ler Now Eireann, am ahem alarm .Mho 5=5 dsratnt A!' OF E', BS' 0Y 17 11{0000 FT "seH 01651E x Croat matte the ,,&nt one OeDlnofsicd00runaa I (tfl is the North Amerman Dlbene tee3 Ovio 831 weslarn Harms are Sa044aot Lets Cobra SL+s Fran r3rdrre irrtt Tips are,5W}, Lenart CMS Aria pmdeccl'nt I.IND4V lei Meant Tnrtvtrat Manor old who. wee 11 erne rent {see a reenity+ In fines lo Use's meted tae Frio rarer? amts RverMe NAP REPO:FTU Nee REM. ME R Cheerer salon Map Inas EFFECTIVE GATE OF [4r.flrrMAtDE FLOOD INSURANCE RATE MM' hew . iv. 2318 EFrcnME warm ' REvre1r;Nfa1 To THIS PANEL For eameamey top reason hr.tanr pot m 4bAlyepi► insoles, no ha to Ira Gaamlrlry nap theory rack kaki In lie C11104 Ineae*e ='.d4 Spun br dl4 IOW 4letrtn To dearwve I thOd Meal= i MMUS it dile aammrSer. co Surd you -Immune JQ.N or ran tar @4mla Flood hints enema Fromm et ends-t3L*2P MAP SCALE 4" = 21106' 1x04 I 1 ar0a ras=h' FEET SETXRS I a tar 0 6Ga INA PANEL 1575E FIRM FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPORATED AREAS PANEL 1575 OF 2250 (SEE MAP INDEX FOR FIRM PANEL LAYOUT} cowvIlNITe PER4EY TO' H rc YIELD CrrL)wry MARINA owlet moat SIFFS lord 151! NW Ic (Jar The Map Number sheen below should be used whit placing map entry; the Community Number town above should bs teed on insurance epptiptina for the wbject community. MAP NUMBER O$123C1575E EFFECTIVE DATE JANUARY 30, MS Federal Emergency MiesgenteitAgency NOTES TO USERS LEGEND This map Is rlvr use ih admlNetering the NSionS Rived Insurercr Prograw I1 does not neceeesrrh° identify all auras sulked to flooding, perticuledy Ram local dreinape mum" of small t Tha centmunily map npasltory should be beekitad rat passible tipdahed or eddlt.nal flood hazard illhermQtOlt. To obtain mum dataled information in au where Rana Placid Elevatkati (EFEs) indoor emperors have been daterrnfned. uaere ins enccuregad to consul the Rood PIM tea and Fbtxtva'y Data amain Summary of Steamier Elevations tables online Wain the HAW Insurance Study (PIS) Report Mat accompanies t is FIRM Usi■a should he aware that BFEs ahpam on the FIRM represent rounded whole -foot aluminum, These BFEI aura intended for flood insurance Ming purposes only and should rid be used as the sole source of flood elevation intotmatkm. Accordmpht, !lace elevation data preperrled m the PS Report *acute Ma "timid n conjunction with the RPM for purples -sal rzesirvcuon and%or floodplan mar apemar t Coastal Sass Flood Elrealiaea shown on Ihs map apply only landward cif 4.4' North American Venial Datum ef 69). Veers d thin FIRM should bs aware tunas aoowd'itdl flood atevei sra are also provided in the Summary of $6llwiier Pecabons table kr, the Flood Insurance Study Report for this luiadiiaon. Elevations some in tuts $ur merry d Stlltweter PIINMk•NnaUlm dumb be used ra mn*tnsean anddrr AorrdplRln management purpcsae when they ere higher thin Dig dwationc ;Mown on tuna FIRM. l3eundetiaa of the Naud lays wart computed el ,_sass sections and intimidated between cross iecllant. 7l'ri fleodwaps ware based on hyCii Iic xehelleadOns %4h regard to requirements at the National Flood Insurance Program, Floodway Meths sod ens pertinent Ifoolddny data ate provided In the Hood Insurance Study Report far fhii juilmirean. Cuban areas net in Sp+cS Flood Renard Algae may tie protected by Msud ver'rtrvl Mantas. Rafter to Seder 2.4 "Flood Protection Measures" of the Fbed Insurance Stuffy Report for Ink:manor, on flood rs a1YC Iltrutlurae for NI Jurisdiction. The projection won in the primal= of this map wee Universal Trenevens Mercator {UTM) zone 19. The horizontal Mtn was MAD e3. ORS 1960 spnerob Differences in datum, epnerSd, projection or LITM tunes used in the prXtaIon d FIRM* for adjacent juritbchona may scull in, slight paeaicrral dA[irences in rrtiisp features L!1t t Judedalc" boundaries Thane differences do not steed the smeary of this FIRM Flood eis'A hunt an bra trap am Marianna* b the North American Vertical Drum ef 1960. These flak obvidions nal be compared to structure and ground elewRlons referenaea to the same verbal iebute For information regarding conversion between the National Geodetic Vertical Datum of 1920 and the Ncrth Prreriirin Weitzel Datum of mmfie. visit this National Geodetic Survey mast* M hhphWitesfa.nt:M.0ovv or cr lw.i itw Metionp Geodetic saner at the falowirg address: ICS Information 'Sera es NetAA, KINGS -2 National Geodetic Survey SSMC 3, f62D2 1216 East -Wirt Highway Silver Spring, Maryland 2091D-32ti2 (301) 7134242 To aMar cunene elevation. description. and/or laratiort Information for bench narks shown on fills map, omen dread the In'1arm teen SsMras Branch of fha National Geodetic Survey et I3G1J 713-3242, w visit its wehele at jitIelheri tnbssioae bas Bata map intemstion shown on the FIRM was dethred hum SUMP Or1rlopholGQrbptiy produced with a one meter ground resolution from Dell eorephy rimed 2013 Tha profile bastYnee Molded onlhianeap represent the hydrsuic rnodehrog baselines lion mat the food prulitas Mine F,S rt3port As a ream of improved lapin rachic data, the pNfIS blsegro, in same cap may dente eiynRuntty from the charnel centerline or appear outside Iha SFke, Ttia map reflects rruta detailed and up -to- date stream channel co egia1tlaha than toss Pawn on the proMcue FIRM for this junedicion. The lcccflins sn4 koodoeys that an irarnrferred from the prenrious FIRM may hams been adjusted to bedtime to trees tlaw &MMM thawed QMflguil,34na As a reer„ the FIQOd Preli4e and FlomPe y Data tables for multiple streams in the Flood inseams Study Report (which contains aulhoritztve hydrauic dales rimy netted areal channel distances that leer from whet it *town on tie map. Corporate henite shown an the map we based ren the beet data amiable el the time o f p teottlon. Because &enge■ cite to annaxaeens or di-annsxabons may ham occurred SrraIbis trap was outfitted. map are should contact eppreprirete oomeunity 0153444 TO 4ec tt cement owporate limit locations Please reel to tae morale, pnnte4 Map Index for rw celleview map S fhs county enmeng that layout of map parses, community map repository sdriresuse and is Lilting d Communities table containing National Elmo Insurance Program Matt for each communl r am well as a listing of the penal' on which each carnriun*y is located. Far information an availabte ptilydda asaoriated with this FIRM visit 1M M i SsMcu Center (MSC) webers d jkdoilmsc.ftnns.uavt Awilsde products may rrdude grew utely Issued L&Iers of Map Change, a F1aod Insolent5l Shutty Rapaft, and's' dipltal vermimne of this map. Many cf them produces can tw whored w obtained tens* from the lasC relent. It you hare questions about ens map, not 10 order pr iutta, or the National Flood Ifeureftab Program in general, please rcM the FEIM Nap Intorma0en n vtiangla IFINIS), at 1-rn.FEItitie1Ap (1-877439.262T) or Vaii the F&Wt weterta at hn* thirnr. fermi gdytbutinilelmfl0. 10s' 41' 15" 40° 22' 30a " M87mill to air r a 4 •i '•5.'.<:' F. 40' 16'45' 104'41' 15' i230°°a'E _t r4FS NNE!. 15.4 THIS AREA SHOWN AT A SCALE OF 1" = 500' ON MAP NUMBER 0812301731 323tidUDO rT 4 t1t _rJ4_ Iasr'Lrrt 3278040 FT NOTE: MAP AREA SFlOiM1t OM THIS PANEL IS LOCATE() WITHIN RANGE 65 WEST. Ii F, FAN 324OOQo FT }sear"E 1Da' 37' 3a' 40* 27 9D' 1310000 FT 1370000 FT R 1385000 FT • :a OFT 40' 16 45' 104` 37' 30' loft X ZONE D Nor Si Flacd Beams delfmnS. terse Fnca Ekrati rs derannas Ram deeds of i b ] be pataer areas d po erci); trace flab eeweas aorta mash *ails art t to 1 rat fuswip vbeet now an mord Cernnl; are'zle drd4' detOnnAet FCC arse d iiMi tan Rotors. Tenn SSD arrined• ypacia Hood tgvarrt Annn fume" ord>;emi from a! L% ammo l chart we by lade oral pan tat rat bdl'I gerly atiaveet Dent FA meta=+ie4 Pie tamer Pima Label ?titan t Lena re,I.Jitf m plaice pidanasn h&' the L% annUM came a trans rued Na ra bn =NJ hcm 1'.b am WI myna nom by a Fri nob prrd1S.mr resent nibcrflXMnd tic'ESN Fre* Dinars deterrkecr- rdaftalrinedarewin tatty nira rt5 (Nair aufm), m 6lst 9dW ovations dsoormal. SPECLtil. FLOOD HAZARD AREAS (SR-b&s) SUBJECT TO g'1UNbATIOM 6t' T1E Tel! ANNUAL CHANCE FRCCD T1ye t5j," eriitiaf dnarK4 tlliod NT -strata, a Wren a lir is rat, s tteWit Iv' a Ix tins tong aSwaias aaaeeeded m +rr pc Wien Tik SpeW1 R%ad r'arera Ales rip ana wbts= w` `radry4,by•�Upse.SrL9i m__aJ charm stood. Ares of Special Fiche ward cite �e Sous a4 �4 $H,. Z Ma4Ye and Yr_ Tat ow Fkkd Else a tie wetr}'•iWface Wean n d the Oh Vela own ndod. aorta+. LOW At ZONE am zoom in ZMIE AR ZONE nee za i w Ube I E Dent We *Y i5auatry 1yyr0 (tare adian)l ease Rem I:10 oars aferfilMl. FLCADWAY AREAS IM ZONE AE t ie aaoCvay s he anti 44 Aram Out err adysre1 emdpLY bag a st mug *WI far al errrammeM let trade 1% annul dire Mad We bond waned smalen-Jd incase in raw *VS. • • I •• ';';1 OTHER FLOOD AREAS ZONE X Arms of c.2'S nun ctrree Moo; leas at r a carat 0114est NW roth '„!rage depot it is than 1 Amt or imth Manage MINIS it % tart 1 WW1 metal red areas pre 6y trees Pram 1% nA aorta resod. CRHER AREAS .tbe amern'pr m ri MAC! Me 0.2% aamal pnaris ACCialain. %SS n WIC rlarit Yard 5. are urdel mnfeerk bur web*. DDASTN_ 5ARRibR RESOURCES SYSTEM (CEPS) AREAS OTHERWISE PROTEtirTED ARMS (OPM t $teatind MI arc ram stir loces3 woe orae ern% spew FIard war 1% Anna DIEM FrmdpLin Bertha r% Area CWtt fipcotsb , Sourcing Floaiiray bacndary Zoe D bardup Cats lire 9PA VPIPO h !cindery LIM:3k Sp dal Rend Herod Ns gores avS bounden holm ram (Arc or ream tier. sae Roos Eleanor ire OM 'Ollie etnedar n rat' IEL 7ie7} MI Rae Esat%fi item what mrarn wenln brit deetan In Otte sitelorerneeU ne Path Aeeran Vaud antm M 14'S as. mar, set' 41'1T mtKelie SOC. H pxeela .x+ psral} aM1.S Rohr Ma HAP REFr]81T:RIES Am* NIMoe Flonoo eeaea1 r Me Odax Cara sealer Hne mry hY Ane Grsyrizer corM tai rebnI MI tore WV, Ana ntwm GUA6 S3) Yearn Hemp In SUtOdcet uc Iu Dabs, Sate Pane Orb. 2crk MPS Zit UO2), La abet Central Conic Rofetan It -Rion Irtradaai Unease eillenam grd tar, me i3 arch rail(n etpioneer in Nein t Wen =Mr th Fetal EFFEUTTOECATE 0310141 AMCE FLWQINSt7RAMCE RATE ILIP Arnim w 2v, Rosa EFFECTN'6 DA1ii OFR`VISI pa(S} romans FANPL FiTttarliftnrelfic 7,niiin hliury prtrionaunInS. Inippap. star 14 Hu Carmody Mw o r*rr nano Wahl +n tat Frond I nnnim but report e r tln pion don to ante t flash ins mete awh le% it dMr 4Pri wn'er, awned OW VILA Ma eg*M orarm Ili ieisorral Flom M mire Pear et 1-e04X361634 MAP SCALE? a 10C'0' cos 0 10x0 sae FUT I —ate f11ElEn! ]00 300 ka PANEL 173SE FIRM FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPORATED AREAS PANEL 17$S OF 2260 (SEE NAP IWbEX FOR FIRM PAi€L LAYOUT) go NI NHS egfifj tiT 'aLDCCUNIV NuheU. FMILL aialX Matt Ira Norm t4 User The Map Numbea ehOrin below should to used Man placing nap green. the Community Number ahown above should be used an insuranta application for the 514041 mmmunhy. MAP NUMBER 08123C1735E EFFECTIVE DATE JANUARY 20, 2018 Federal Emery6Dcy MesegemeatAtency J LEGEND NOTES TO USERS This mop is for use In edetinihnng fie NMkcal Flood Insurance rain ht dos a'a net n,Caarey lie boy sll areas stelae to i1Ceding, pe r ce dei e far raiulra* d smell ear The eiatimdnityr map repeaitotdr abound be b posadde updated or edditio aileQd hewed intimMafirn. TO Obtain more detailed infQmb(tn in areas where. Boat Rom gbh s rEI dad anther Aoedrasys Nava been determined, heart are enawrs�l Profiles and Flocdway Dela endear Summary of Sni(water Elevations lilies Cdnlained within the Flood Iresurarrce Study (F IS) Report that arrarep*NH the FIRM. Users Shbald be aware ttdi IrEs shoran on the FIRM reptesenl funded whdc-mot eievaiions. Tease QFEs are intended far flood Insurance *mg rawboned only limb shodti not be used es be We source of Poo] elevation Irformabun. A.xadin0Y, %cod ale paten data presented in the FIS Red£al stoutd be to ssel in carlundrun with the FIRM for purposes of canatructan ftr}dr'nr flriodplan rnaiaberwant Chantal Bean Rood Elsrethrt *harm on stis meal l lendeani Up' ereafonly FIRM *hound be North Amerrrsn Venlaal Datum al 198te thNAVD 88) s aware Shat coaste floe atsvahaie ore also prodded in ttru Summary of SUila to' Elevation* table In the Farad insurance StudyReport lite this judadlr-bm. Elevations shown n re Summary at Stillwater Elratans table shouted be used tot canatruelion ameba ilpopplein msniagetnent purposes when they are higher than she elrrvefbQnx Omer art this FIRM. Boundaries of the $aoderays ware computed at cite recites and inletpotated between aces serdiena. T'he naadways were band on hydneuliccrnaidereW!Dna with rsryerd to retirements or the NIilDnst Flood Insurance Prepreni Fix:shaay wadttl sod tear raiment tearyNry darts aca prorated in Um Food haurYrs:a vtudy Rwpon far tlis jurteciMon Carton areal nut in Sptaiat Flood Haire Alias Isar be protected by Owed control NrueWrat. Refer toSection 2.4"Flood Pniteriion Measures' Ofthe floadIn; mance Study Report hr rntorrretIOn eft POGO ccniiS stn nbalta cm this jurisdiClon. The proleotlon used in Ice prepeacedn of firs mac was UNrel Val Transverse Mercator (WM) zone f9, The herlz'MMl datum wars NAO B3. GRS IMO sphiftld pnferencee In datum, sphered, proledir cC UTM ranee used in the prod+rdiro of FIRM* for Mme' jurisdictional, piety result In ofcht pmdi1nd. diiterencasinMap fasta%across turitelitanboundaries These d eallei=Odorot !An tbs assacydIhleFIRM Flood rlevallcns an this map am referenced la the North amencart'Metal 08tura d 19lb. Thee* Need ale *bore muc be compared to stroutl re Diet Bound tevelons referenced to the sane vertical detain For informsibn recording convsr'9on between the National CaeodetiC Vertical Oatum of 1929 end Ice North ArrKinGan *teal Datum of 1BEaR, meut pie Ngiionat Gewrillc SuNayf webatle el Jtttc,JLwlr res.nQI,W or conned the Mating Geodetic Survey et the (blowing, address: , f NGS lc'tfarmidan 9e Mcea NUAA, NINGSI2 NRIonS Geodetic surly SSMC•3, li92n2 1315 Ent -Weil Highwry Stir Spring. Veryles420Plb-32s`E (SW 7134242 to edam &mai slgvadln., eriesplen, endrbr location 1rtia+.tstiOfl far bench mares Myrrh An this nap. praaae caritQad the information Scrams Erwrii of the National Geadaeo Survey at ).tail 713, 3zs2, erred he webila at htliabrase n llaCase.OO'e mese map irttn etion skarn on ins FIRM was derived Ow NAiPCrrlhenhotograPAtya prtdtfad with a one meta' ground resolution from phntograph•I eared 2911 The meth hesalinosdecided OnEFiemap representthe hydraulic modeling beseibae knit march the nom prattles in the RS report. As a twit Dl tnrpiceed topographic data, the prattle b aellaa. In some rases may deride signiflranI c from the charnel 'anmdm.e or appear altsiderlle SFNA Pia neap Meats mire debited and up'itsdala stream channel easllguaaldatts then those ewe an the pcvvi'ma FIRM fee the junedr.-iQn The deadpans end hoodweys Mei were bensiertedfrom the pravioua FIRM may have been adjusted lQ COnrorm to these new strewn cherneC COnflguretioni As 4 rendt, the Flute. Predate and Floahray Dies tables err mL4b MI m eano Ire the Ftood %Leonia Study Ramon lwtich contains aukhotiteLais hydra& detail may robot teem charnel determent Lima d ,Rer Irom reed ra 111041q on tit map Corporiee Seth shwm antra map are based on the bid testa aeaiable Et the tome of publication. 9scause thongs due to annotations te de-annaxetleni may have ocwrnad altar the map eras pushed, map deers .hold =intact appropriate cans'nae rtyr d&' S* to molly currant vorpGalte lint Cicerana. Please afar to the recatatey printed Map Inds' ter an menses, AI* of the county showtr'ig Iha leyoul of reap pads: Cemrn4nlly map repraanDry addreue' and a Listing d CornmvMES able collaring Mabat* Flood Iltstrares Propnar dates ter each arrernLnity Ai well ti a hating of the panels RR which matt Cerrininity a lacer&. For tnlQrmeion on oriels* products aaaaritted *eh this FIRM visit Mt Yap Sinks Center (NSCM web.ta net htte.rIrtacfearre.bee- Aveiieble prcduas.R may include pftQLThy ris me Letters of Map Cheops, a Ftaod Insurance Study Report, annla' dQ$S seniors of this mw. Many ci thane pitapat ten Us ordered or obtained directly feat the MSC Anatolia. f ytU faro glaslrsons about this neap, haw to Meer Imam* or the National Flood Insurance Program in general pease call the REiNA Nap Iniumnialeta • )SIgrP (Iai1I%j rot 117T-FE.AliAP (t.877.7sd-2527) or Viet iM FEMA vestals at r4IMl+a'wu Perna oovrawinasehr*R. 101` *U98C41AN Mel m N E .Lr. t..,•,rr•r.r ;34o,o,E 325Q000 FT trzeCamp it: s IP'a- . 3255000 FT 3209040 FT s39'Af'"E 3285000 FT s..r, i k5 an '5r1 3270000 FT S4 1046 a 82!4940 FT $2 " : Is oa' , Da" zoNEx SPECIAL FLOOD KA MP AREAS [EF1 &c) suealECT TO suss QM,INEATION eY 1116 Leh, ANNUAL CHANCE RCCO The Maraud dam need (1X`•reer'een,atom inner melt temfeed, atherimedTheron a ale • • • .. • - e uaael 4t esSS r pryermysec ' ea 3pectd Flood Win Area 6 firs "*f' " `a` •• ... br Ur ink arnaS < in rlaal. Arena ce See'iat Rol Nora Kluge - _, Alt FFA Ak taS9, V, are YE The Nee Suss eRtilfbn is the larktriurrece Swim ne ate .114 animal dares rbes. VINE A RsB+xRood b ossIntrane. I0I'L AE Bee fbad Erato" rranf Sec UWE AA rand dgpdra d 1 Po I i male arse et polo net Pao Flom Ele+4! reorwled fond depths as to a het tte+aly cast Ilew a: SOOM linnet 1w'KC Sat demurral,Frteas das.MeCiao rbadinp,reiauo*semdeternar e 20W Aft Sinai Food Heard Neu Fonrerly primicle (tom Oa sai annul cs,ame mind bye fiord mina ewer s41 war sulnerle ea. aine OR ,adman leaf tie name t ete wntrdl air terto OrINIS protection Own the Led arise Elute or Was %Oa lr�CI,tr m i tied wire i % rra1 c PIP erred by a Fe: pd fired raewooe m em urea c]sinLarr ee ewe read Errarionsotarenred. Lao say new tens Mit Ma* Sal (NSA #110INI nO Nam Rood sotto 6ssmeittli erecal Mod scab w1t a iketo void [.ore actoni Sax Nam 8esrabens d kneel. 2ra&E AI trstr nn ₹ara! r ace&YE FLOODWAY AREAS IN ZONE AE Thet one d' a amain camany Matti nea1PMr nu oaf "tit le etc* tree d ore Me 1%r efOra roadcan SInTn metedw:+r einow.in.Mae OTKER FLOOD AREAS rim eo,2%annulch.rnfiros; a yeas of 1%WW1 carteIced we 'mica aces of hits lain 1 fiat a rash drainage alai ire man L spare „ls• and aaen protected ay lemesferart L o waif cliaa facet UT HER AREAS MILLS aelrrriree b te culsi% tat Ora r ad d&dnae dada Aron in Id kb food *a nlx ate unatoreseede so;reatle. COASTAL WARIER RESOURCES SYSTEM (taps) AREAS OTHERWISE PROTECTED AREAS (MAO) ceps anew a rd opm at namely Ws:Wa 1S or Mini .m Spade F4x4 Wzmra 1% Pita CWCE FltOdPHm Pe ndsry DJ%!almr tenth Heade* tta,reary aleheN Rainy Latindary Saar D aardrr canard OPR tawdry homey *" i' stmat RmcHISO Arra Ins did eaccian dNdrg Weal Seed Nad Maas at area rt Base Find Ekvaeerr, dud copes or need vlat pas. sot Foot Fear es anp Deus, eeehen n fast' ens Fics tler.I'r *due ghee airman wren eat eft+*emu rn a ea aetdertra!d t2 die *'nth AirmQin YenrMM FJem1 el 1488 ear P 45'42 D8' a3' a2'5a MMOM%e FT .sit n DX.5SIM }[ Cross Wain wee Trawci t tie Cisaerplic carnival:es ithortA0 to de norti mem= own at 1483 (1W Ell VS Ietneder $00000 List Cameo State Mace Ceti 7tree MPS fin* OW≥), Larnhet Cerlaarel Cot Frames laI-mean Unnamed Ri ,.e' b needs grd vaaxr. "tot r a sywasera{neenWdamnInPadsali rrechatof11155Art cars) "MIS Overlie MM' REPPb4 i 4RteS Mew• RMaaeuan Get It Met ledge EFT EiTNtt DM a OF- CpwtI NODE 14,600 HSUPACE nee MAP Amery 20.2a1e EertI'TNE 9rt1'cSp ear REV elebtai rO THIS PAH EL Facomma My le imat skn money riot laeaarnvaSe rr i� g? re r rrxslaCa fl 1fty Mop Hnkrr falVe I.vrtaa ,n tare Raid moan" rr m p • w is dowries t Ma taus is root as ass sea muse opined *pant or Ca tP a Ik$yaal Read Ina .fl Poona time -1620 MAP SCALE'!" •' tear a ''!0/0 4400} FRET -•� INTERA w 1200 OLIO at PANEL 1773E FIRM FLOOD INSURANCE BATE MAP WELD COUNTY COLORADO AND INCORPORATE!) AREAS PANEL 1775 OF 2250 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) goMTMN9 cQ4 W4lflY NUMBER FMEL §UEFOt yiEtDOCLINIT Tuxe lr,€ Noce to User The Map Number shown below naiad be used wham prang map of deft the CammurFty Number *hewn above ehddd be used or insurance apptiomlonnl for the rubjes cormuntty- MAP NUMBER OB12ZC1775E EFFECTIVE DATE JANUARY 20, 2015 Federal beuereilatti Masagemeel Agency j FILE CONTAINS OVERSIZED MAP PLEASE SEE ORIGINAL FILE APPENDIX E D HY-8 Results and Culvert Designs Weld County Existing culvert Data1 Culvert ID-- Length j (ft) Inlet Invert Elevation (ft) Outlet Invert Elevation (ft) SlopeDimensions (ft/ft) Type Shan � - Width (ft) Height (ft) �_ C-1 125.0 4633.7 4631.4 0.018 RCP2 Elliptical 6.3 4 C-2 100.0 4630.6 4630.0 0.006 RCP Circular 2.5 -- -3 45.0 4631.9 4631,8 0,003 RCP Circular 1.5 ... C-4 60.0 4612.6 4612.5 0.002 CI Pa Circular 1,5 -- C-5 88.7 4604.4 4604.2 0.003 RCB4 Box 20 9 C-6 120.1 _ 461.9.6 4619.2 1■■ 0.004 RCP Circular 2 . -- C-7i 221.1 i i J i 4621.0 i 4615.8 • i r. 0.024 RCP . Circular 1.5 -- C-8 57.0 4621.0 4620.8 0.002 RCP Circular 2 -- C-9 145.0 4621.5 4621.2 0.001 RCP Circular 2 C-10 125.0 4627.0 4626.5 0.004 RCP Circular 2 -- C-11 125.0 4628.' 4627.8 0.003 RCP Circular 2.5 -- C-12 116.1 4675.7 4675.2 0.004 RCP Circular 2 -- C-13 444,0 4618.3 4617.5 0.002 RCB Box 1 10.5 6,3 C-14 180.8 4634.6 46343 i 0.002 CMP '' Elliptical 4.45 2.8 C-15 4 195.9 4637.4 4637.3 0.0001 CMP Elliptical 4.45 2.8 C-16 195.6 4634.5 4634.5 0.0001 RCB Box 8 4 C-17 ` 55.0 4642.0 4641.5 0.009 RCP Circular 2 -- C-1$ A 50.0 4642.0 4641.5 0.010 RCP Circular 2 -- C-19 = 65.0 4638.5 4629.5 0.138 CMP Circular 2 -- C-20 65.0 4634.5 4633.5 0.015 RCP Elliptical 3.8 2.2 C-21 45.0 4631.8 4631.4 0.009 RCP Elliptical 2.2 1.6 C-22 67.0 4760.0 4758.9 0.017 CMP Circular 4 -- C-23 90.0 4633.3 4633.2 0.001 RCP Circular 1.5 -- C-24 75.0 4676.7 4675.9 0.011 RCP Circular 2.5 -_ C-25 47.0 4668.3 4668.0 0.007 CMP Elliptical 2 1.5 C-26 11.0 1 4628.5 1 4627.0 0.014 ( RCP Elliptical ! 3.8 2.2 Notes: 'Not All Culverts Analyzed Were Used in SWMM Model Reinforced Concrete Pipe 3Co rrugated Metal Pipe 4Reinforced Concrete Box 5Cu lve rt C-20 consists of 4 barrels HY-8 Model Results - Existing Conditions . . - � ~ � 10- ear Event 50- ear Event 100- ear E e r � --- --- -- - — Culvert ID SWMM Input Input Flow CFS Outlet Velocity ft/s Outlet Depth ft Overtopping' Overtopping Depth {ft) Input Flow CFS Outlet Velocity ft s Outlet Depth ft Overtopping? Overtopping Depth (ft) Input Flow CFS 0utiet Velocity ft/s. Outlet Depth ft Overtopping? Overtopping Depth (It) _ - - - - C-1 JCT-131 92.10 13.13 1.48 -- -- 157.58 14.93 2.05 -- -- 177.41 15.37 2.21 -- C-2 JCT-211 417 8.92 037 -- -- 14.86 11.90 0.75 -- -- 21.25 12.93 0.92 -- -- C-3 JCT-172 1.06 3,01 0.38 -- -- 6.06 5.16 0.95 -- -- 8.27 5.90 1.11 -- C-4 CDT -59 4.39 2.69 0.16 Yes 0.05 30.11 2.90 0.17 Yes 0.21 52.69 2.93 018 0.31 C-5 JCT-209 51.66 4.40 039 -- -- 93.77 5.34 0,88 -- -- 107,36. 5.57 0.96 -- - C-7 CDT -2O3 4.49 7.92 0.54 -- -- 8.86 9.36 0,79 -- -- 12.56 10.10 0.99 -- -- C-8 CDT -161 4.40 4.21 0.73 -- -- 8.58 518 1,04 -- -- 12.41 5,93 116 -- -- C-9 CDT -160 3,07 2.54 0.82 -- -- 6.43 3.72 1.08 -- -- 9.33 4.56 1.24 -- ,- C-10 JCT-203 0.81 2.69 0.30 -- - 1.34 3.03 0,40 -- -- 1.86 3.30 0.47 -- -- C-11 JCT-201 3.17 3.65 0.58 -- -- 5.14 4.18 0.74 -- -- 5.86 4.33 0.79 -- -- C-12 CDT-2OO 19.08 7.21 1.57 -- -- 19.92 7.39 1.60 -- -- 20.04 7.41 1.61 -- -- C-17 7.91 5.64 0.63 26.28 7.32 1.11 Yes 0.03 32.34 7.67 1.25 Yes 0.08 C-18 CDT -229 -- -- C-19 JCT-165 0.89 5,28 0.15 -- -- 5.21 15.61 0.32 -- -- 7.81 15.30 0.44 -- -- C-20 CDT -23O 5.98 3.64 0.17 -- -- 23,20 6.31 0.42 -- -- 44.06 7.69 0,59 -- -- C-21 CDT -154 5.44 5.56 0.54 -- -_ 17.38 7.65 1.06 - -- 23.59 7.90 1.14 Yes 0.06 C-22 CDT -232 3.47 3.55 0.52 -- -- 9.37 4.96 0.82 -- -- • 13.81 5.55 1.00 -- -- C-23 CDT -78B 18.16 6.56 1.22 Yes 0.09 40,35 6.69 1.24 Yes 0.22 57.18 6.77 1.25 Yes 0.29 C-24 CDT -71 7.15 6.31 0,70 -- -- 22.31 8.52 1.32 -- -- 27.57 8.95 1.50 -- C-25 JCT-76 7.14 5.51 1.03 -- -- 6.43 1.21 Yes 016 27.57 6.45 1.21 Yes 0.19 C-26 SUB -25 4.44 6.14 0.36 __ 7,80 7.09 0.48 Yes 0.16 8.90 7.14 0,53 Yes 0.19 Notes: Culverts C-6, -13, -14, -15, -16 were not included in the SWMM Model and therefore were not modeled in HY-8 HY-S Model Results - Proposed/Developed Conditions Culvert ID SWMM Input 10 -year Event . SO -year Event 100 -year -- - Event Input Flow (_CFS) Outlet Velocity (ft/s Outlet Depth ft) Overtopping? Overtopping Depth (ft) Input Flow (CFS) Outlet Velocity (ft,/s)I Outlet Depth (ft) Overtopping. Overtopping Depth (ft) Input Flow (CFS) Outlet Velocity cft/s) Outlet Depth ( p an Overtopping?Overtopping _ Depth (ft) C-1 JCT-131 22.4 9.19 0.67 -- -- 92.8 13.56 1.45 -- 148.1 15.15 , ._ 1.92 -- -- C-2 JCT-211 35.8 14.5 1.3 -- -- 61.9 14.9 1.4 Yes 0.17 68.4 14.9 1.4 Yes 0.20 C-3 JCT-172 1.9 5,5 . 1,0 -- -- 6.4 5.8 ] 1.1 -- -- 9.0 6.2 1.2 -- -- C-4 CDT -59 3.6 3.7 0.6 -- -- 37.5 5.9 1.1 Yes 0.17 65.7 6.0 1.2 Yes 0.30 C-5 JCT-209 51.7 4.4 0.6 -- -- 93.8 5.3 0.9 -- . 107.4 5.6 1,0 -- __ C-19 JCT-165 1.11 7.7 0.11 -- -- 5.57 13.41 0.37 -- -- 8.19 16,23 0.43 -- -- C-25 JCT-76 14.9 6.4 1.4 Yes 0.01 27.0 6.4 1.4 Yes 0,09 30,8 6.4 1.4 Yes 0.16 C-26 SUB -25 4.44 6.14 0.36 -- -- 7.80 7.09 0.48 Yes 0.16 8.90 7.14 0.53 Yes 019 Notes: For Proposed Conditions, only culvert locations without proposed storage ponds were modeled in HY-8 Culverts C-6, -13, -14, -15, -16 were not included in the SWMM Model and therefore were not modeled in HY-8 Culverts C-4 and C-25 were modeled using the proposed improvement designs EXAMPLE WATER SURFACE PROFILE EXHIBIT sem 4-4 Road Surface Ele a.tioniidth Station (ft) Flow Direction ■ O Critical Ntl Hydraulic Flow Types Prole Culvert Inlet/Outlet Elevations and Length SO 100 120 140 160 Tailwater Headwater a Streams APPENDIX E.1 Proposed Culverts HY-8 Model Results HY-8 Analysis Results Customized Table Culvert Crossing: C-4 Discharge Names Total (cfs) Discharge Culvert Discharge (cfs) Headwater Elevation (ft) Outlet Depth (It) Outlet (fib's) Velocity D10 _ __.. _.... .. . � 4.39 4.39 4613.46 0.55 3.70 fir'{ D50 +�'!y 37 .54 �r'y+�'!� 16.55 4614.87 •/� 1 . 1 1 1 5.90 bioo 65.67 17.45 4614.80 1.15 5.98 D 0 0 0 Culvert C-4 Proposed Improvements Water Surface Profiles 10 -year Developed -- .-,,- •••-, --,- ----vi -,.,Y__v��---'....-w i..r •+ Nrr.Y..I n".0y......,4-• • _-s. n' ' .V: n. . ----s-1/2,- n.. ,.MM- r _--^J.:. rri[ r T..`-. r' .v �. fir_ , r - _H\ -'W _ • Wale Sulfate P II -- mtf3..'ftefa2e`f3Sw a'. Ol4-YA-NIA*. .T1 S+ n..n fl♦ ,..t:tml`-Me 4om n rmsf a.airy.E5S'•AB,T..i!ew ar- ••••-•• -tun •--._.•v-.. ply-.ay.. ... _.'a .ifs .i .- I Crossing — C4, Design Discharge - 0.0 cfs i Culvert - C-4. Cuivat Discharge - 4.4 cfs 4614.6 s.41 4614.4.,- 4a614.2 - / 4014_0 - 461 a 8 p/� y... • T .Vale v c 4613.6-_ 4613.4- r- — — _ + _ 7 _ M _,....� • 4613.2- _ r.a ------------•------ ---- ___ LA • - ----- 41 - 4612.8- 41 -� rim - . `. . BM .612.4 -10 0 10 2b 30 40 50 60 70 Station (fl) • '-ta - •.♦ •V -Jw }r'-. u u••u' rr vJJr.-Ki �_ {�•( s• pr o-^ � T.. r r ' •r .••.. •. w. rr ._�- •••.• _ •bif �. r• f.n 'I•IY"_•.6d tiL.. �C 1. ��rl"' �. �n -Y ■ Cabral Normal 50 -year Developed V Profile l+ Tailwater 4. Headwater O Streambed ■ Water Surma Profile 4614.6 -� 4814.4 4614.21 4614.0 j. 4613.8 -_ }) 4'613.6 ILL! 4613,4 - 4613.2 -_ a 4613.0-- 4612.8 r - 4612.6 Crossing - C-4, Design Discharge - 0.0 cfs Cutest - C-4, Culvert Discharge - 16.6 cfs _- ewe .swt--•....-....---- —... 14$612.4-;IN.LkL_,Ilikl II II I -10 a 10 I T 20 sane= •.."imp AIDp 1 1 1 1 l 1 1 I 1 1 1 E I I I I 1 1 1 1 1 1 1 1 30 Station (f) T 4o 5b1 60 70 -e: w Critical C, Normal Profile Tally Headwater O Streambed i 100 -year Developed a ac 4614.,5- 4614.0- 4613 - W 46130- 4612 ti: - _� Crossing - C-4, Design Discharge - 0.0 cfs Culvert - +C-4, Culvert Discharge - 11.4 cfs 4 • -I I I I I I 1 1 I I I 10 I [ I 1 1 I I 1 3 10 Station (ft) I I I I 40 I I I 1 I I I I 60 I I I I TQ I I V I I 0. I ■ Critical Normal Profi le Tailwater T Headwater Streambed 0 HY4 Analysis Results Customized Table Culvert Crossing: C-25 Discharge Names Total Discharge (cfs) Culvert Discharge (cfs) Headwater Elevation (ft) Outlet Depth (ft) Outlet Velocity (ftfe) 010 .14.53 14.64 SIIIIS 4670.62 6.43 1437 D50 22.30 14.96 4670.70 1.39 6.4a.. D100 6 27.57 14.96 4670.74 1.39 6.43 Culvert C-25 Proposed Improvements Water Surface Profiles 10 -year Proposed Water Surface Pry Crossing - C-25, Design Discharge - 0.0 cfs c ert - C-25 Culvert Discharge s 14.6 cfs 4Y70.5 46 70. NMI W. Q 4669.5 - h , 'i j s 44369.0- 4d68.5- 4668.6 -- .a a • -10 Station (if) 10 20 30 40 50 0 • Critical 0 Normal 5O year Proposed V Profile Tai 'water Headwater Strew m ed w; P4 +F ••••,Yu� a ' Water Surface Profile • • I arl32., nflIc..-..,•,e R Crossing I. C-25, Design Discharge a 0.0 cfs C - C-25, Cited Disclose - 15.0 cfs .ir.L 4670.0-r Ma — "—wore a 4 95- -44-4 ` 4669.0 y- 460683 rr 4668.0 MI -10 1 10 1 I 26 30 Station 00 1 40 510 1 60 Lttt:Cirf.1ifes?i 2Zialt:V?tivilan 1rndi`xW.V..rL'nWW2' 11.147..r'as"sit It k_. i. . • Critical Normal Profile Taihwater Headwater O Streambed 100 -year Proposed Water Surface P';otile -10 Crossing - C-25, Design Discharge - 0.0 cfs Culvert - C-25, Culvert Discharge - 15.0 cfs 20 Station (ft) ern% N Critical C) Normal Profile Taitwater Headwater ;.f Streambed Q' APPENDIX E.2 Existing Culverts HY-8 Model Results 4 I-IY-8 Analysis Results Customized Table Culvert Crossing: -I Discharge Names Total (cfs) Discharge Culvert Discharge (cfs) Headwater Elevation (ft) Outlet Depth (ft) Outlet Velocity {ft's) D10 22.40 4635.09 0.67 9.19 22.40 El 0 92.10 92.10 4636.97 1.44 D50 92.80 92.80 4636.98 413.54 1.45 13.56 D100 148,10 148.10 4638.38 1.92 15.15 :E 50 157.60 157.60 4638.66 2.01 15.27 100 17,40 177.40 4639.27 2.17 15,73 Cuts ILA ert Length ft Inlet Elevation, Invert Outlet Elevation Invert Slope ft h Type Shape Dimensions Width if Height (ft) - - 125.O 4633.74631.4 O.O18 Elliptical 63 i 4 10 -year Existing Culvert C-1 Water Surface Profiles Water Surf Profile Crossing — C-1, Design Discharge - 0.0 els Culvert - C1, Culvert age -921 cis 4640 a: 4639 4638 -- 4637 L'J � 4635— D4634 INS NMI 1 a.-_�.... 4633 —s try}32 46 4631 -40 -20 JI 0 20 40 60 80 Station (ft) 100 120 140 160 ■ 0 Critical Normal SO -year Existing Profile xj Tai Ater Headwater O Streamed +� Weber c �lililligi Ir.� 1 Crossing - -1, Design Culvert - C-1, Ctten Discharge Discharge -r 0.0 cis - 157.6 cfs 4640 4639— 4638— „- 4637a_ - _,.._,-._._ 1 4636— — --� -�....a._..`— ,,eems� •fir_. �r�. — , '-IC...T1. - mot.. --------- ......t._ 1, 4635 — ..t_ X41-. • _ w. - t• -ice.-.• _ -` -_, .. 5a ..._ ..�� 4634— 'mss . _., I- _ti.a. •ate_-.... L. . _.��a./A.44�r/:YFYM�44N#a4FtV 4633 -- 46322- 4631 la 1 1 I J ! I I -40 -20 0 20 40 60 80 100 120 140 160 Station (ft) w ■ Critical a Normal Profile Tailwater 4 Headwater a Streambed 100 -year Existing 4 - 4639-- 4638 - 4637- F 54636- . re 0 4635 - Ill 4634 - 4633 - 4632 - 4631- -40 -20 Critical 10 -year Proposed 0 Normal Crossing - -1, Design Discharge- 0.0 eft cubist - Cat, Calvert Dewlap - re. 20 40 60 80 100 120 140 160 Station (ft) Profile I x I Tailwater I _ Headwater I _ C, sireamned '"! Water Swf$Ce Prok S ..• S. AW'V.4 481i. r r'y. .t.a Y- m. V:L.11-Yam ..• 11 1 Guf baler 4640 MEM Mt 4638- 11111 4637 - : c 4636 " A- 4635- 4634 - a 4633 - -40 -20 I Crossing - C - I2 a Design Discharge - 0.0 cfs Culvert - tr 1, Culvert Discharge - 22A cis 20 40 60 80 Station (ft) 100 120 140 160 I • ■ Critical 0 Normal Profile x TailMar Headwater Fin Streambed 50 -year Proposed ■ Critical a Normal 100 -year Proposed Crossing a Cal, Design Discharge a 0.0 cfs Culvert - C-1 Charge - 921 cfs 20 40 60 80 Station (ft) V Profile Tailwater 100 120 140 160 Heater a Streambsti vJ i _ 4640 4639 4638 4637 Nosomi g 4636 4635 4634 4633 4632 1 -40 -20 U Crossing - C -I, Design Discharge - 01) cfs Culvert- C-1. Culvert Discharge - NSA cfs 20 40 60 Station Oft) BUY 100 120 140 160 ■ Critical O Normal Profile Ta i Iwater Headwater Strearnb2d HY-8 Analysis Results Customized Table Culvert Crossing: C-2 Discharge Names Total Discharge (cfs) Culvert :(cfs) Discharge Headwater Elevation (ft) Outlet Depth (ft) Outlet Velocity (ft/s) .17 4.17 4634.67 0.37 8.92 El 0 E5O 14.86 14.56 4635.67 0/5 11.90 E100 21.25 21.25 4636.19 0.92 12.93 D10 35.75 35.75 4637..:94__ 1.28 14.47 D5O 61.94 40.74 4638.75 i 1.36 14.90 D100 68.45 40.93 4635,78 1.37 14.92 Culvert ID Length (ft) Inlet Invert Elevation (ft) Outlet Elevation Invert (ft) Slope (ft/ft) Type shape Dimensions Width (ft) Height (ft) C-2 100.0 4630.6 4630.0 0.006 RCP Circular 2.5 -- Culvert C-2 Water Surface Profiles 10 -year Existing r` Waiter S Crossing Ca -2, Design Discharge a 0.) cfs Culvert - C -Z, Culvert Discharge - 4.2 cts 41339 _ 4638 _ 4637 46 ¶T4035H rid iT �,; 4634 4033- 4632- 4631- 4630- I I I I I I I I I I I I I 0 20 40 60 Station (fl) 80 •-1MI..... g1 Y.T••lr r • mnr•••• r • •1/4 ...� . �...........� ...........� ..........�..........�� f I I i Oo I 120 • Critical 50 year Existing Normal Profile El Tauter Headwater 0 Streembed • Water 5414frea Prthe 4639 4638 4637 4636 "- 4635 4634 4633 4832 4631 4630 Crossing - C-2, Design Discharge e 0.0 cis Cuiven - erect Doge - 14.9 dds -20 0 80 100 120 20 40 60 Station Or) ■ Critical C Normal I _ Profi le • Tauter Hea aler C • _ Strearrted 100 -year Existing ■ 10 -year Proposed 4633 4632 -r 4631 4(j'i�.7j'�j r 6 0rw- I _ 0 Critical Normal Profile Ta.i Water Headwater Sfreamtyed V Critical Normal Profile TaiPwater Headwater ater Crossing - C-2, Design Discharge e 0.0 cis Cif - C-2. Culvert age - 35.8 cfs .....C.......I._...._.1........_.............I... 4 • 0 0 40 do 80 f00 Station (ft) a V Streambed 0 50 -year Proposed r Weser Surface. Profile 4639 4038 4637 436 Li..� be 4835 I.r.l 44333 4632 4631 4630 Station (ft) Crossing - -2a Design Discharge - 0.0 cfs Cwt - C -Z Cuivert age - 40.7 cfs Am so masa YYYinYY t.YiYiYA -tappanYiiYi a *!•Y YY.ii►YYYn meat aryl 20 40 60 M I _ ■ Critical 0 Normal 100 -year Proposed • _ Profile Tallwaler Headwater Streambed �y..•.. a y...a-an •i-TT..•..--«'�..LtiW`]'9AI'rMYf`-•-94C'�iT n -K .. n:y-re- .t e....vR*`^-"I"-T9Y--ri—RJfi 1r .(.. f;:y:' .. J1 ..A i' i. llis".. C`^ . Witter ..� i Surface ....n .. �.V. X14. •.f. n �: ..4iI.,• -i TfN.PiY]YY- V /�.•R.l«..1Nty�.!. pti•IIM..• . .1.. ! . d\... • V •'. /w .. Yr lYn.i.RxL i,. W$Nl�.., lfti.r, 4I .t. /�VfV.iNf lh'. ntif r..l.f / .. •1.. . . r .4. .I. ,, • •• Y n V: ..I/ .. V ..�.S • V •• •. ♦n n w Crossing a C-2, Design Discharge a 040 cis advert - C-2, Culvert a 403 Cls 4639 ^... . -.... .._-._.. — 4- . --- -.. ...`.aa m...—.....-..._--4 _ nue ri a 463E T �fj 3i 4636 —_ !'�V b.,.46,35 — um IShi _ `Y _ '—L•. .... •'•4.h •* } J •�4634 -- •1M11f. —• ••w• as ler-••• r - a ••1'• L� •Y •• _ • i as 4633a. 4632 463b •-y- �•--... �'h l +_ a • 1 — •' %.b^a ~•"4 1YA� mini _ ae 4630 -- Ry at .20 0 20 40 80 100 Sx Cation (ft) 120 �1 a .,,�. ...!r V: •: y^ _4 i T' LarT1i• .'IfG "i'S:..dr 1... dS •• �• i !. .. S'+.'+: L' .T .1 I Cribcal 0 Normal Profile Tailwater Headwater Streambed HY-8 Analysis Resorts Customized Table Culvert Crossing: C - Discharge Names Total (cfs) Discharge Culvert (cfs) Discharge Headwater Elevation (ft) Outlet Depth (ft) Outlet (Ws) Velocity El0 1.06 1.06 4632.54 0,38 3.01 D10 1.90 `,1.90 4632.76 0.52 3.53 E50 6.06 .06 4633.55 0.95 5.16 b50 6,40 4633.61 0.97 5.28 E100 CO 8.27' I6.10 x .27 4633.96 1.11 5.90 D100 ------ .... . -.... 9400 4 19.00 4634.17 1.16 6.16 i Culvert D Length (ft) Inlet Invert Elevation (ft) Outlet Invert Elevation (fit) Slope (ft/if) Type Dimensions h Width (ft) Height (ft) C-3 410 4631.9 4631.8 0.003 RCP Circular 1.5 Culvert C-3 Water Surface Profiles 1O year Existing ei Water Surface Profile Crossing a C 3, Design Discharge a 10.( cfs Culvert - C-3„, etfreen Discharge - 1.1 cfs 46345-s 4634.0 - TIP 4633.5- 0 — ruds nit � 4633.0 - 4632.5 - 4632.0 I ... • -4U 0 r 10 210 310 Station (It) t 5b ■ Critical 50 -year Existing 0 Normal V Profile Taikvater Headwater O Streambed u Water Su fete Profile 4634.5 4634.0 4633.5 at 4033.0 4632.5 4632.0 Crossing - C-3, Design Discharge - 10.0 cis cutved - C-3, Culvert Mtge a a a -16 0 1© 30 40 50 20 Station (ft) ■ Critical 0 Normal V Profile Taihwater Fteadvrat r I' 0 Streambed 100 -year Existing • Ws Surface Profile •.. fl+.: f,r-fr r^?t- \R I ti- .i VI sit t'm golf TI.•f4[�.-fn�Y r.JrmfN-c•.r...n .�r:Srn. ........n:._ . n I.;rrrn ..r.r.rya u .:.-w'--- 'r. -- '-.. _. .._V 4634.5 46340 c 4633 5 +7J t flit 4633.0 1 4632 5 4632.0 Crossing - C-3, Design Discharge - 10.0 cfs Culvert - C -3i* Culvert Discharge - Li th 10 30 40 50 s 90 �r—...,,,--- -10 C 20 Station (ft) • Critical 10 -year Proposed Normal al aliadaaaraaatalitFW4� I Water Surface Pralle 4634 5 4634.0 . Mat 4633-5 to tit 4633.0 46►32.6 4632.0 L ■ Critical emir Sit elm Profile I _ x Taitwater twater w.•-•..:.iCalve r'-.• --I .... s_.-,..-. _ _r • .- • ....m • r.« e-u.i•ar-5Y..rim. ijai.•.;:.,'6$• ne• IN r'".r441%4111 Al Van Rita...rti:gAIAdnlliin[l•Ah1. rttN1VrAsit,MRJaYT.iknuTnthlt JM'r.'n.11tN*-:IAM.. I. NA rAigLAritIMSWIRMIIVCIIIIIS•LInMMI/, -10 I O Normal 0 Crossing a O4, Design Discharge — 10.0 cfs culvert - C-3. Culvert merge - 1.9 eh k I 10 V Profile 20 Station (ti) 30 i railwater 1 -1- Headwater I 40 'r xsc•:m7u:::csrlar�s��, Headwater 50 I C, Streamberl CI Streambed 50 -year Proposed Water Mace Pik 4634.5- 4634.0- 4632.5 4632.0 - .d.. -.. d. .. N:._... .L. R' art...-. I' .. •. al . � •; • ae'.c+� w: � •t-t.r •:..-r+crr.�•.rr..-�.`d�� ucavaw-'+rL•rvh.v •.n+aw�mva••r . i .:• •: 1...:...s.L..Wicx RY1MJt..l l-. ..W7% -....r Crossing - C-3, Desk Discharge -• 10.0 cfs Culvert - :-3, Culvert Ditherge - 6.4 es 20 Station (ft) , i........r. .�..''t.i. ...."••••• . ... w. -a ..... U Critical loOayrear Proposed Water Surface PrufiPe 4634.5 4634.0 4632.5 4632.0 ■ Critical a Normal V Profile Tailwater i..j...•..-. ..f- 1 .ra. g..M T - Headwater Crossing a Ca3, Design Discharge ar 10.0 cfs aivert - C'). Culvert Discharge - 9.0 d$ w�K.biJ.��a �r_,ruwaaM\li.�w_ww�r_rr_w w•.M.Nww�ww.•w. ��r�rw Normal V Profile 20 station (ft) Headwater Streambed Tat water T C Streambed HY-8 Analysis Results Customized Table Culvert Crosin Q C-4 Discharge Names (cfs) otal Discharge Culvert Discharge (0fs) eadwater legation (ft) Outlet Depth (ft) , Outlet Velocity ( s) x .56 0.-38 ' 614.55 016 x' . 69 El 0 ' 0.11 0;43 614.72 0.17 ' .90 E50 E100 2.69 0.45 614.81 0.18 .93 Inlet Invert Elevation Outlet Invert Elevation Skips ft ft t) Type Shape Dimensions Curt ID Length (ft) (ft) Height ht(ft) CA 60A) 4612,6 46123 0.002 CriAP3 Cir cutar 1.5 ...r Culvert C-4 Water Surface Profiles 10 -year Existing r _ - - -- ( 4 Water Mace Profile 4 , El jamileel Crossing a C4, Design Discharge a 0.0 cfs Ctilvcxt - C-4. Culvert Discharge - 0.4 cis o 46146- u +4+14.4-- 4614_2__ /tit x}14 0 .... --- •_ay.__._ .__r RYA 6 1. - ' - 7 Y i 1 - S t - 4613.6-_ 1 z rj Pi ". 4613 4 _ 1 4613.2-- 46110 --, 4612.8 --_ 4612.6- - r.._._..._ ....... ..... ........... hi, *71w...._mm.............__......�'^--'-"--•--' 4612.4 it -10 a 10 2 30 40 60 Stational) TO -� _ , - _ I U Critical 50 -year Existing C Normal V Profile Tail rater Headwater Streambed Water Surface Map fl 4614.8 4614.6 4814.4 4614.2 4614.0 &14e13.8 4613.6 El 4613.4 4613.2 4613.0 4612,E 4612.6 4812.4 Crossing C-4, Design r ch e - 0.0 cis, CY1 ttt - Cal, Culvert Discharge - DJ 4 cfs, -10 0 18 20 40 50 60 70 30 Station (ft) Critical Normal V Profile Taiiwater Headwater Streambed e 100 -year Existing • Water Surface rrarke 0C 0 Cu 4613 w Crossing - C-4, Design Discharge - 0.0 cfs Culvert - C-4, Culvert Discharge - 0.5 cff 10 20 30 40 Station (ft) 4 - ■ Critical Normal I Profile Tai +rater Headwater Streambed HY-8 Analysis Results Customized Table Culvert Crossing: -5 Discharge Names Total Discharge (cfs) Culvert Discharge (cfs) Headwater Elevation (ft) Outlet Depth (ft) Outlet Velocity (Ws) 505.46 0.59 •.40 E10 51.66 51.66 D10 ' 505.46 ' ..59 .40 51.70 51.70 ' 505.95 4.88 E50 93.77 93.77 5.34 93,80 93.80 605.95 4.58 5.34 D50 .505.12 #.96 E.100 107.36 107.35 5.57 107.40 505,12 +.96 5.57 D100 107.40 Outlet Invert Elevation (ft) Slope ftft ' Shape Dimensions Culvert ID Length (ft) Inlet Invert Elevation (ft Width (ft) Height (ft) c -s 88.7 46044 4604.2 0.O03 RCB4 Box 20 9 Culvert C-5 Water Surface Profiles lOmyear Existing fl'S '1 "r”...11 • • '.'.'P'YT14wn r• T 9'' 'W..'�'.1 �."�^• ■ Water Stir facjt Prdi#e .... • t..........-..-. ..•..n,..%t ,inr Mrt .W.. -A...'.. -r . m.—.-.... ra,.ine•. . • .LV ^. I. t Y • . !.N C 19. t. G; Crossing - C-5, Design Discharge - +D.) cis Culvert - C-5, Culvert Discharge - 513 cis 4616- 4815- 4614- 4613- 4612- - 4611- = 4610: a4609 - 4608- 4607 - 4606- 4605- 4604 Nat Mr NCO mge mum Y a -20 6 210 W —' -4 L I I 1 I 1 I I 1 I I I I I 7 40 Station On T f i ■ 0 Critical Normal 50 -year Existing V Profile r x Taitwater Headwater 0 Streatnbetf ! Water Surface Profile katar • 4616 4615 4614 4613 4612 4611 0 4610 II! 46°9 4608 4607 4606 4605 4604 0 Crossing - C-5, Design Discharge - 0.0 ors Culvert - C-5, pert Discharge - 93.1 cfs K 20 1 I I.. .. f .._....... l....._.....1...........i...._...,..........1.......1.............1.............. f..........._I.._� ._..AL 40 100 Station 60 80 (ft) U Critical Normal I V Profile I _ x Tale Headwater Stream 100 -year Existing Water Surface Prot* a ILL -1i 4616 4615 4614 4613 4612 `4611 a 0 4610 4609 4608 4607 4606 4605 4604 Crossing a C 5, Design Discharge - 0.0 cis °avert .C-5, Culvert Discharse • 107,4 cfs -20 6 20 60 80 100 40 Station (ft) = i Critical 0 Normal 10 -year Proposed Profile Tailwater Headwater S'treafnbed 0 1 Water Surface Profile 4616 4615-C 4614 4613�T 7=c- 4610cl 3r Lr1 4609 ti 4606 -- 46074606 -= r_ 4605 -- 46 1-�� I -20 0 20 Crossing - -S, Design Discharge a 0.0 cfs Culvert - C.5, Cdhren Discharge 51-7 cfs 40 Station (ft) 80 100 0 Normal Profile Taikvater Headwater 0 Streambed 50 -year Proposed Ir Water Surface Profile 4616-- 4615 : 4614 4613-` 4812--asit c 4r11-- 0 - 4610-- E 4609 4608 4607 3 10O -year Proposed l J ..! al .... r d.t.�J .1M JJ.iYdGS.W . o . 4ISP• 'a...U.l&A�Lv. 3...1..' .. Crossing - Ca5, Design Discharge — 01) cis curt - C-5, Culvert Discharge - 93.8 cfs 40 Station (ft) x Critical Normal Prole Taitwater Headwater $6earrdei ---------------------------- C $. y Wad Surface Profile Ea Crossing - C-5, Design Discharge - 0.0 a is Cukert - C$ Cutvat Discharge -101',4 cfs 4818- 4615-C 4614-- 4613-_ 4612 ,.- C11 j4610 48�9 46 - 460 4606 4605 - NIS i - OMNI f 460 -_ -20 0 20 4[� station (II) 80 16} -- ■ Critical Normal n Profile x Tailwater Headwater Streambef HY-8 Analysis Results Customized Table Culvert Crossing: C-7 Discharge Names (cis) otal Discharge Culvert Discharge (efa) Headwater Elevation (ft) Outlet Depth (ft) S utlet Otis) Velocity a.49 •622.23 .54 EI0 j.49 7.92 623.20 e.79 ti .36 E50 8.86 8.86 .E100 12.56 12.56 624,48 ' .99 10.10 Culvert ID Length (f#) Inlet Invert Elevation (ft) Outlet Invert Elevation (ft) Slope (ft/if) Type Shape Dimensions Width {ft} Height (ft) C-7 221.1 4621.0 4615.8 04024 RCP Circular 13 -- Culvert C-7 Water Surface Profiles l O yea r Existing ■ Water Surface Prime w Eaji 4625- 4624 - 4623- 4822 - -50 Crossing - -7, Design Discharge - 0.0 o ii Culvert - C-7, Culvert Dirge - 43 cfs 50 100 Station (ft) 150 200 250 ■ Critical Normal 50 -year Existing Water Surface Profile V Profile Taliwater Headwater C Stream bed 'er.I*h-.$..1 t r rtA...rt'.• era' t.ns.: ,."ha ..+n'rr. i..::v_.r':ri':/`.:.lwSCJS:i.:l_vi`S'ar 100 150 Station (ft) 3'•R ' 'its*.rdr•v r. -•+: • Tstier'n.Pt l _ ■ Critical Normal Profile Taiiter Headwater 4 Strearnbed 100 -year Existing 4625- 4624 - 46234625- 4624- 4623- 4622- 4€21- 4620- 4619- LTi 4618- 4617- 4616- - Crossing - C-7, Design Discharge - Q_0 cfs Culvert - C-7, Culvert Discharge - 12.6 cfs I 4;; �a .`.a... ., c r... �.4 '•. I{ Il < '.r F�t..e. _v.n. wti ••••414%.31.4Wt.:�:'=a:-aa\—.oa r!�a:itr3≤%ttr±.;.. ii+a 9N�ENV. chi-Sven."'w't7xr"' ►0 0 SO 100 150 Station (ft) 20C 250 J ■ Critical Normal Profile X Tal Mister Headwater Streambeci HY-8 Analysis Results Customized Table Culvert Crossing: -8 Discharge Names Discharge ulvert Discharge Headwater Outlet Depth (ft) utlet Velocity otal (cfs) (cfs) Elevation (ft) (ft/a) 10 .4D ' .40 622.13 • .21 0.73 50 • .58 •622.66 .18 8.58 1.04 100 1141 12.41 ' 623.10 1.26 .93 Culvert ID Length (ft) Inlet Invert Elevation (ft) Outlet Invert Elevation (ft) Slope (ft/ft) Type ShapeWid#h Dimensions (ft) Height (ft) C-$ 57.0 4621.0 4620.8 0.002 RCP Circular 2 -- Culvert C-8 Water Surface Profiles 10 -year Existing r 0 Water Surface Prole Crossing - C- , Design. Discharge - 0.0 cas art - C-Laims, age - 4A cis 4625.5 -- 4 25.0 4024.5 w1 4024.0 LV i 4623.5 —� 4623.0 4622.5-e: 4622.0 -` 4621.5 - 4621.0 — — Jr 4..... -Irr1..4 ern 4-4 m1 M 441rir1.1 u1 M I R rf I I �. _1._ .. _._1.�_ _L_1_ I. I..._1...1... I_ -10 0 10 20 30 Station (if) 40 50 60 70 -7711111 ■ 1 Critical Normal SO -year Existing Profile 1 TaiIwater Headwater Streambed :fir Water Surma Pry chisel 46253 - 4625.0 -- 4624.5 - 40.24.0 - 4623.5 t- 4623.0 U 4622_ 4622.0 4021.5 4621.0- rossi - C-8, Design Discharge - 0.0 cis Culvert - C-8,,, culvert Discharge • 8.6 th -10 0 10 20 30 Station (It) ■ I Critical 0 Normal V Profile TalIwatef Headwater �Streambed lOOtyea r Existing Water Surface Profile Crossing - C-8 Design Discharge - . cfs culvert - C-8, Culvert Discharge - 12.4 cis 4624.5 4624.0 -- r� r c 4623.5 -_ 0 4;623.0- w 4622 5 H 4621.5 -_ 46210-_ Station (ft) 10 20 30 40 50 60 70 K Critical Normal V Profile Tai hater 4 Headwater - Streambed HY-8 Analysis Results Customized Table Culvert Crossing: - Discharge Names (cfs) otal Discharge Culvert (cfs) Discharge Headwater Elevation (ft) Outlet Depth (ft) Outlet (ft/s) Velocity E10 0 3.07 3.07 622.44 0.82 .54 E50 ..43 6.43 622.94 1.08 3.72 9.33 9.33 623.31 1.24 .56 E100 00 Culvert ID(It) Length Inlet Etevateon Invert (ft) Outlet Invert Etevakion (ft� Slope (ft/ftj Type Dimensions Shape Width (It) Height (ft) C-9 145.0 4621.5 4621.2 0.001 RCP Circular 2 - - O • culvert c -a Water Surface Profiles 10 -year Existing r ■ Witte Surface P rofir I..._11u. - 4626.0- 4625_5- 4625.0- 46243- - 4624_0- 15 46233 Ui 4623.0- 4622.5- 4622.0 -- 4621.5 - Crossing - C-9, Design Discharge - 0.0 oft Culvert - C-9, Culvert age - lief! NMI mot nob mos rims Y POMO Slimusa a.aaa—.a a.a.a.a.T gar ?At _...rr•__--.a..--aas .r—o—_-a--a.. 40 -20. 20 40 60 BO Station (if) 100 120 140 160 180 ii a ■ Critical Norval 50 y ear Existing I _ Profile I _ Tailwater Headwater a Streamted E Water Surface Profile 4626.0 4625.5 4625.0 4624.5 t. C 4624.0 4623.5 e]� LI I 4623.0 4622.5 4622.0 4621.5 Crossing (>9, Design Discharge - 0.0 cfs Culvert - C-9, Culvert .ccharge - 6.4 cfs -40 -20 100 120 140 160 180 0 20 40 60 80 Station (II) I ■ Critical Normal Profile Tailwater Headwater %end 100 -year Existing * ' Water Surface Profile Crossing - C-9 Design Discharge - 0.0 cfs Culvert - C-9. Culvert Discharge 9 3 cis 4626.0 -- 4625.' 4e25 0 - 4624. - 4624.0- C a 462a 5 - +f 4623.0 - 4622 5 - 46 .6- 4621.5 - .4. a al MMMMMM aflame -40 -20 0 20 40 60 80 Station (ft) 100 120 140 160 180 • Critical O Normal V Profile Tailwater T Headwater Streanbed HY-8 Analysis Results Customized Table Culvert Crossing: C-10 Discharge Names Total Discharge (cfs) Culvert (cfs) Discharge * utl t C ep�th ft (ftls) utlet elocit Headwater Elevation (ft) El 0 0.81 0.81 ' 627.51 E50 1.3x4 1.34 627.66 4 !WO 1.86 1.86 627,77 '.47 3.30 Length ( ) Inlet invert Elevation (ft) Outlet Elevation Inert (t) Sloperrr (ft/ft} Type Sha p. Dimensions Culvert ID Width (ft) Height {ft) i C-10 125.0 4627.0 46263 0.004 RCP Circular 2 -- 10 -year Existing Culvert C-10 Water Surface Profiles isWater Surface Prat .0 irjannm Crossing - C-10, Design Discharge - 2,) cfs Culvert - C-1{0, Culvert Discharge - {_8. cfs 4632.5 4632.0 - 4631.5 4631.0 -- 4630.5 4630.0- .9 4629.5- m 1i 46.0— Lai f� 4628 5 - 28_Y- 4827 4627.0 - 7626.5 - a IOW .11 -40 4 -20 Ilaausamapaisik 20 40 100 120 140 60 Station (ft) 160 • a Critical Normal 50 -year Existing Profile la"rlwater 4 Headwater a Strearnbed - ..0 icS cfs. Crossing - C-10, Design Discharge Culvert - C-10, Culvert Discharge - 13 4632.5-7 4632_0 4631.5-I 4631.0-C � 4630.E -.. 4630.0 -: c.- 4629.5 - r 2 462 0-7 _ hi 4628.6 -_ 4628.0-7_ 4627.5 -,_ 4627.0-_ 46.6 -,_ -40 40 0 20 40 60 80 100 120 140 160 Station (ft) F ■ Critical f 6 Normal f * Profile X T ailwater T Headwater 0 Streambed 100 -year Existing Water Surface Profile aria 4 4632.5 --- 4632.0 4631.5 -- 4631 0- 4630.5 -_ C 2 46295- 4629.O _ 46285 _ 4628 V -- 4627.5 4627.0 4626.5 -._ -40 -20 Crossing - C-10, Design Discharge - 2.0 cfs Culvert - C -1Q, Culvert Discharge - 1.9 cfs 20 40 60 80 Station (Ut) 100 120 140 160 1 Gry _•}. r. • Critical Normal V Profile Tailwater Headwater ti) Streambed HY-8 Analysis Results Customized Table Culvert Crossing: -11 Discharge Names Total Discharge (cfs) Culvert (cfs) Discharge Headwater Elevation (ft) Outlet Depth (ft) Outlet Velocity (Ws) El 0 3.12 l 112 I 4629.14 0.58 3.65 E50 5.07 5.07 4629.41 014 • .18 E100 QC 5.80 5.80 4629.49 G.79 ' .33 Culvert I Length f Inlet Invert Elevation f Outlet Invert Elevat n Slope fit) Type Dimensions a - Width (f) T Height (ft) e-. C-11 125.0 4628.2 462L5 0.003 RCP I Circular 2 5 _.._ -�... _.. Culvert C-li Water Surface Profiles 10 -year Existing Water Surface Prnitle • .. It.A.R•.di Tv[u.c.w.Am. J•n.v.e7..r.•,.:.».;.v...'i...w.n...e•c....,.r.._Atn....a...a•t.LJ..d•..a.n...r.aa1 — .r.ti astir Crossing a -113 Design Discharge - 0.0 cfs pert-CetitCulvert Discharge -3.] cis 4834.0 -71 4633.5-- 4633.8 4832.5 -: 4632..0-f. rig 4831.5-r 4631.0 14630.57_ 4630.0 W- 46_5 4629.0 4628.5 .a. 4280- .......w o.. w......,( -20 03 20 40 60 80 Station (II) 100 120 140 160 :-" ' ..L.s."•`�f�iC i +T`. XD'atigatat rititikeiniratfatittlertif,atiteii sbtihfez..rc`- +•. ii•...: •...: i S i Critical Nortr l SO -year Existing Prole TalIwater Headwater a Streambed Water Surface Pry • Crossing - Cal 1, Design Discharge - 0.0 cis culvert -C-Il,Culyert Discharge- 5j Cs 4634.0 4633.5 -= 46.33,0-= 4632.5 -r 4632.0 4631.56 C 4631.0-7*16 4838.5 4638.0 -: 4629.5-r 4829.0 -_ 4628.5 4628.0 -_ 4. 4 .,I 1 I I I I I I I I 11 I I I I I I I I I I 1 1 --1 -1 .48 -20 0 20 48 60 60 160 Station (8) 120 140 160 ■ Critical V Normal Profile Tailwater I Headwater I Streambed r. ♦ac 1� .s-� +�-t..�1- r+-4./....4.�1ri a1-�.�-.�..__�.,.�,.-}ter-a L�-. L�-` - 100 -year Existing Water Surface Profile 4634.07=- 4633.5 - 4633.0-- 4632.5-r 4632_0-: g 4:3:.5-- a 4631_07: it 4630.5-- 4630_07: 4a0 —.. ..... -......... --. none Crossing - -11, Design Discharge - 0.0 cfs Culvert - C-31. Culvert Discharge - SI cfs -40 -20 40 60 80 100 120 14t) 160 Station (it) �T-.... .:.,..�k_i131•� ... ".:2P..�^.1. .ti!:2Ct ?�.. _....-�.""7n' �'A�'G.?•x:.�,CGiJ.Y"�L::Ali'::.'!a�L��.^�,'P.t��S??�+A?t$�'�\�S:r?�.^ii-.. ;:,vl;�;Na-.. y. 1:T,�'JS.)tC'CCt?QST.rf.. tA�w».Lry �:.::M.r. . r7LW701�:LT�?Y.S�flfS> .+i�.7.N�tr===';•. Critical Normal V Profile Ta i I ater Headwater 1-i Streambeci 1! HY-8 Analysis Results Customized Table Culvert Crossing: C-12 Total (cfs) Discharge Culvert (cfs) Discharge Headwater Elevation (ft) Outlet Depth (ft) Outlet Velocity (ft/s) Discharge Names E10 19.08 19.08 4628.77 1.57 E50 19.92 19.92 4628.94 47.21 1.60 7.39 20.04 4628.96 1.61._ ..... 7.41 E100 20.04 Culvert ID Inlet Invert Elevation . Outlet Invert Elevation (ft) Slope ft t t Dimensions Length (ft) Width (ft) Height ) C42 116.1 4625.7 4625.2 0.004 RCP Circular 2 -- Culvert C-12 Water Surface Profiles 10 -year Existing 4" Crossing C-12, Design Discharge - 0.0 cfs Culvert• C-12, Curt Discharge .19. ] cfs 4630.0 -_ 4629.5 4629.0 -- 4628.5-- L_ ALisit 4627.5 - w 4627.0-'7 4626.5 -._ 46260- 4625.5-:_ 4625.0-- 0 20 40 80 100 120 140 -20 60 Station (ft) I • L!. Critical 50 -year Existing Normal Profile Tailwater Headwater I _ O Streambed 4030.0- 4629.54: 4629.0-t 4628.5 I4628046275 4627.0 r 4626.5 -f 4626.0- 4625.5 - IMMI MEM miES i 4625.0 -.-4,..6.6.727) 0 Crossing - C-12, Design Discharge - OA) cfs Cuivert a C-12, Cutvert. Discbrge • 19.9 cis LI _T.._....1.........1_.._..I._ ,........1....... J....,1....T .....1......1... J ...T. 20 40 60 80 Station (if) ..: .1'r .. • . •:. !di `'?'.1k; -.:' :. _ihwt .: 1 I 100 120 Aims Critical Normal V Profile y Tailwater Headwater Streambed I 100 -year Existing I Water Surface Profile • ism•S Crossing - C-12, Design Discharge - }_ di Culvert - C-1. Olsten Discharge - 20 cft 4634.0 -- 4629 5- 4629_0-- 4628.5- 4628 0 -_ O 4627 5 - E _ o 4627.0 -- 426.5 -- 4626 4 416255.5 4625.0 r 24 0 20 40 60 Station (ft) 80 100 120 140 1._‘ -so. :: :f4t*wN.w. KC b:a :- te)UR< •.S.`31114 ..?CSR? azitha-'-aa:xE`.°c4::0.2:etc•al.t:7e•2ee.. Y.' ■ Critical Normal Profile Tadrater Headwater Strearnbed HY-8 Analysis Results Customized Table Culvert Crossing: C-17/18 Discharge Names Total (cfs) Discharge Culvert Discharge (cfs) Headwater Elevation, (ft) Outlet Depth (ft) Outlet Velocity (Ws) , El 0 9.61 480 4643.13 0.63 5.64 , E__ 26.28_ 13.14 4644.11 1.11 7.32 2.34 15.86 4644.51 1.25 7.e.7 E100 OO Culvert ID Length (ft) 1 Inlet Elevation Invert (ft) Outlet Invert Elevation (ft) Slope Shape Dimensions Width ft Height (ft) C-17 I 55.0 4642.0 4641.5 0.009 RCP Circular ---- - -- C1 -50.0 50 0 4642.0 _ ....Circular 4641.5pawRCP C 2 Culvert C-17 Water Surface Profiles 10 -year Existing ■ O Critical Normal SO -year Existing 10 20 30 Station (fit) T Profile x Taliwater • Headwater Streambed r IN Water Surface Pry _ - r., Crossing + C 17/i 8, signDisc� i 0 0 cis 4644.5 -- 4644 0 — 4643.5 - „sat' m 4643 0 - 411 4642,5- 4642.0- 413- - prin fir mie -10 I I I lilt I I I 1 till 1 � 6 1� 1 2a Station (ft) 4'0 I I I I 60 ■ Critical C Normal • T Profile x Tai rater HeadvMter Stream 100 -year Existing 1 4644_5- 4644_0 - 443 C _ a 4643 0 its 4? 4642.5- 4642.'./ ,/mil Q� /f� - + Crossing - C-17/18, Design Discharge - 0.0 cfs Culvert - C-17, Culvert Discharge 15.9 cis Station (ft) ■ Critical it I Normal V Profile Taitw.ater Headwater )-f Streambed Discharge Names otal Discharge (cfs) 10 9.61 E50 5.28 E100 32.34 Culvert Discharge (cfs) Headwater Elevation (ft) ' 643.13 644.11 -644.51 Outlet Depth (ft) 0.65 1.14 1.28 Outlet Velocity (ft/s) 5.47 .12 .45 - 111 13.15 15.87 Culvert C-18 Water Surface Profiles 10 year Existing it 7,0:1 Water Surface Pry al -311'J 48443 4644.0 46435 4643.0 z L 4642.5 4642,0 4641.5 Crossing a C-17/18, Design Discharge a 0() efs Culvert - aC-1S, Culvert Discharge - 4.$ cis -10 0 40 50 60 70 10 20 30 Station (U) ■ Critical 50 -year Existing Normal V Profile • • _ Dai tttr f _ Headwater 1 Strearnbed Water Surface Pnithe Laviistame L 4644.5 -• 484+4.0 S 4843.55 4643 ..0 -_ u1 � 4642.5- 4642.0 4641,E Crossing - C-17/18, Design Discharge - cfs Culvert - C -1g. Culvert Discharge - 13.1 c is -10 0 10 20 30 Station (T) 40 50 70 I • alb ■ Critical a Normal Profile F _ Tai ter Headwater O Streamer lOOTyea r Existing Water Surface Profik Crossing - C- 17/1 8, Design Discharge - 0.0 cfs Culvert - C-1 S, Culvert Discharge - 15.9 cfs 4644.5 4644 0- 4643 5 c 4643.0 -- w 4642.5- 4642 0 ��--a_-__---_,TIO._IM-- IltirW_M .TMSW,.. 10 20 30 Station (ft) 70 ■ Critical Normal Profile Tai rater Headwater Streambed HY-8 Analysis Results Customized Table Culvert Crossing: C-19 Discharge Names Total Discharge (cis) ulvert (cfs) Discharge Headwater Elevation (ft) cutlet Depth (ft) Outlet (ft s) Velocity E10 0.89 0.89 , 639.04 +.15 _28 D10 1,11 1,11 639.11 '.11 .70 5.21 5.21 639,88 ' .32 15.81 E50 5.57 ' 639.91 ' . 37 13.41 D50 8.87 7.81 640.18 $,44 15.30 E100 7.81 8.19 640.20 ' .43 16.23 8.19 .D100 Culvert ID Length (ft) Inlet Invert Elevation {ft) C-19 65.0 46385 Outlet Invert Elevation ) Slope Type Shape 4629.5 0.138 CMP Circular Dimensions W€d#h (ft) 2 Height (ft) MO IMMO Culvert -19 Water Surface Profiles 1I -year Existing Water Surface Profile (La'. 1:mariisj 4642-z. _ 4641- 4640 4639 4638- y- 4637 S 4636 4635 a _ 4634_- 4633 -as 4632 4631-- 4630- 4629 Crossing - C-19, Design Discharge - OA) cfs Culvert -C-191Culvestt Discharge-0_9cfs �u 60 60�;uu -20 -10 0 10 20 30 40 Station 01) �o 70 ao ■ Critical 50 -year Existing Normal Profile TelMater Headwater l _ O Streambed 4642 4641 4640 4639 4636 4637 4636 4636 W 4634 4633 4632 4631 4630 4629 Crossing - C-19, Design Discharge - 0.0 cfs Culvert - C-19, Cullxt age - 51 cis -20 1_.L._.1.....,_... -10 t 1 I r � t 10 20 30 40 Station ti) T � � r 50 6(t 0 70 Critical be.] Normal Profile x Tel Later Headwater Streatrtbed 100 -year Existing RI"! Water Stator Peso ends. • 4642 4641 4640 4639--; 463B - 4637_- 4835E 4634 rosin - C-19, Design Discharge - 0.0 cfs Culvert - C-19. Cblvat Discharge - 71 ifs 4633 4632-,_ }...------------- -.-.----- 4631- 463 462 -20 -10 0 10 20 30 40 Station (ft) 50 60 10 80 uTi Critical I _ 0 Normal 10 -year Proposed r Water Sure Prafai V Profile `l' Talhwater Headwater - I Strew 4642 4641 4640 4639 4638 4637 4636 42 4635 III 4634 4633 4632 4831 4630 4629 -20 Crossing - C-19, Design Discharge - 0.0 cfs Cutveft - C-193 Culvert Discharge - 1.1 efts 50 60 70 80 -10 0 10 20 30 40 Station {fl) I _ I Critical 0 Normal V Profile I _ X' Tailwater Headwater Stream 50 -year Proposed v.?" •*IWFK .Md .r re; Aw :l+ AMITY u:m x-.9:nt`.+ut atilt' -r Crossing a CaI9, Design Discharge - 0.0 cfs culvert - C- t9, Culvert age - 54 cfs 4642 4641 4640 _________________� 4639 {�7� IY 4638 w 4637 •F — (fit C 463 4635 -_ LU 4634 -: 4633 4632 4631 4630 C 4629- I t t 1 I I I I i I I • Critical 100 -year Proposed 0 Normal Profile rC Tailwater Headwater a Strearnbed Wake Surface Profile li' 4142 _ 4641 r 4640 -r 4839-1:. r 4638-_ 4637 S. 4636 4635 11,, .634 4633 4632 4631 4630 ^- - 4629 -20 -10 C) 10 20 30 40 Station (ft) Crossing - C-19, Design Discharge a 0.0 cfs cuivett - C- I9, 'T —. _-Image - 82 cfs F 70 80 • Critical 0 Normal Profile Tatter a.i a}} er O Streambed HY-8 Analysis Results Customized Table Culvert Crossing: C-20 (Discharge Names Total (cfs) Discharge Culvert Discharge (cfs) Headwater Elevation (ft) Outlet Depth (ft) Outlet Mk) Velocity E 1 0 5.98 08 4634.95 0.17 3.64 E50 23.20 w23.20 4635 31 0.42 631 E100 OC 44.06 44:06 463565 1O.50.59 7.69 . Culvert ID Length It Inlet Invert Outlet Invert Elevation ft) Slope ft t)/j Type Shape Dimensions Width (ft) Height t ft Elevation f C-20 65.E 46343 46333 0.015 RCP Elliptical5 3.8 2. F I t D Culvert C-20 Water Surface Profiles 10 -year Existing N• P. .Jn...mr Wf ..aJ1^. n.AYIr h T Crossing - C-20, Design Discharge - 0.0 cfs Cuivert - +G , Cum Discharge - &_CJ cis 4638.0- 4637_5 - 4637.0 - 4636.5 - a4636.0- 4635.5- 4835.0 - 463(4_5 4634.0 - 4633_5 - Mom moor PIMP mNon NMI Pomo si ea men uuuuuu sow aw M.i.—Ili ea M emir NM. aPP boo .._.••.w _ 0' I I I - 20 -10 0 10 20 30 Stathea (II) III I I I f T 1 1 sb to 80 YI• no wars vero-• my -mon ore t`irta ▪ - -m. .-ic err asevanno-nrrfrfinrinornon . .- - ^-Y Ma Oro- 'i -1. lYrrr'� �.w. 1..Tµ. r is r - ✓u.ny.✓ wY • 5 • • • • Critical Normal 50 year Existing Profile Tailwater Headwater a • _ &mambe(! Water Surface Prank asiposeF 4638.0- 4637 -5 - 4637 0- 4630 5- R c 4636,0-- 0 4635.5 - W 4835.0 - 4634.5 4634.0 .'i/ 4633. - 4- Yam Crossing a a20, Design Discharge - 0.0 'eft Cit i= C-201 culvert age - 23 2 h ♦l..-lL.---x..: .-- Pi."ProMIPIO—p - _ V, R. - 20 -10 0 10 20 30 40 50 6O 70 8O Station (Ii) ■ itil Normal Profile Tarter Ileac ter Shea mbed 100 -year Existing a 1 • Water Surface Profile 4638.0 4637 5 4637.0 4636.5 4- a 4636.0 O t 4635.6 w 4635.0 4634.5 4634 0 46315 Crossing - C-20, Design Discharge - 0.0 cfs Culvert - C-20, Culvert Discharge - 44.1 cfs -20 -10 C 10 30 40 60 60 70 $0 Station (f) _.,:E'.'-;<._ msse=v.:;.:r--.r�1�C'•sksc:��",iraGC+Leapiaii.'brad+a"•apcu',:?:x:ts.;�.:: �..q� r;•:, • Critical O Normal V Profile Tailwater 4 - Headwater Streambed HY-8 Analysis Results Customized Table Culvert Crossing: C-21 Discharge Names (cis) Total —=_.... Discharge Culvert (oft) Discharge 'Elevation I64632.70 Headwater (ft) Outlet Depth (ft.) Outlet (ftls) Velocity E 1 ° 5.44 5.44 0.54 5.56 50 17.36 17.38 I'4633.97 1.06 7.65 100 2319 19.36 4634.24 1.14 'x'.90 Culvert ID Length (ft} Inlet Elevation Invert (ft) Outlet Invert Elevation Slope T Type p Dimensions Width (ft) Height (t) C-21 45.0 4631:8 4631.4 _ O.OO9 RCP Elliptical 2#2 1* Culvert O21 Water Surface Profiles 10 -year Existing ® Water Surface Pmaf& Crossing a Ca21, Design Discharge -- 0.0 cis Cwt - C-21. Cu}su t Disctuage a 5.A cfs 340- 46333 - tut raze: 4633.0 40325_ 4632.0 4631.5 MIMS 4 he lea wwwwwww •W was wwwww 10 40 -10 20 Station (ft) ■ Critical Normal 513 -year Existing V Profile Taltwater Headwater Streambed 1Water Suffice -Cr Li Crossing - e21 a Design Discharge - 0.0 cis Culvert a C-21, Culvert Discharge = 17.4 cfs 4634.0 4633.6 - - 4633.0- c 0 1 4632.5 4632.0 - 4631, A -16 L lb T 2Q Station (if) I- i 40 50 ■ Critical Normal V Profile x Tadwater Headwater I Streambed 100 -year Existing Water Surface Profile Crossing - C-21, Design Discharge - 0.0 cfs Culvert - -21: Culvert Discharge - 19.4 cfs 4634 0- 4633.5- 4633.0- 0 4632.5- 4632 0- 4631.5 -I • 4 Ia 30 40 so 10 0 20 Station at) I Cr bc.aF V Normal Profile X Tai titer r F t Headwater Strearnbed HY-8 Analysis Results Customized Table Culvert Crossing: C-22 Discharge Names (cis) otal Discharge Culvert Discharge (cis) Headwater Elevation —1Outlet (ft) Depth (ft) Outlet Velocity I (Ws) E 10 .47 3.47 4760.79 0.52 3.55 i E50 .37 937 4761.32 .0.82 4.96 E100 00 13.81 13,81 4761.60 1.00 5.55 Culvert ID Length (It) inlet Invert Elevation (ft} Outlet Invert Elevation {f) Slope {ft/ft) fi Y P. Dimensions Width (ft) Height (ft) C-22 6 67. 4 ' 9. 4758*9 04017 4 C Circular -- • 1O•ydear Existing Culvert ert C-22 Water Surface Profiles Water Surface Prcitie Crossing - C-22, Design Discharge 0.0 cfs Culvert - C-22, Curt .7►is ge - 3. as 4761-- 47 — 4759 -- -20 -10 C) 10 20 30 40 Station (ft) Critical 5O year Existing n Normal V Pr "i le Taft water Headwater 0 Streambed Wsttr Surface Profile 4766 4765 F 4763 w 4762 4761 4760 Crossing - 0-22, Design Discharge - 0.0 di Culvert - C-2, Culven Discharge - 9A cfs -20 -10 0 10 20 30 40 Station (ft) 70 80 S Critical Normal V Profile Tailwater Headwater 0 Shmattte9 Hello