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HomeMy WebLinkAboutWF-02-067500 West 29th Avenue Wheat Ridge, Colorado 80033 303/235-2846 Fax: 303/235-2857 The City of Wheat Ridge November 5, 2002 Mr. Mike Ursetta Arvex Properties, Inc. P.O. Box 1234 Arvada, CO 80001-1234 Dear Mr. Ursetta: This letter is a follow up to our phone conversation this date concerning your plans for the modification of Clear Creek in Wheat Ridge. Before City Council makes a decision to authorize the modifications on City owned property, they are requesting additional information. This information is: 1. A plan showing exactly what is being proposed for the channel, including the areas to be disturbed, the type of bank stabilization proposed, and a drawing or representation of what the end result will look like. 2. A revegetation plan indicating the areas to be revegetated and the species to be used. 3. Identification of park facilities impacted by the modifications and plans for remediation. 4. A projected time line for approvals and construction. 5. An agreement with the City committing to the modifications, revegetation, and remediation as proposed. Once this information is sent to me and is reviewed by City staff, I will schedule the matter before City Council for their consideration. If you have any questions, please contact me. Since ely, Alan C. White, AICP Planning and Development Director cc: Randy Young, City Manager Joyce Manwaring, Parks and Recreation Director of wHear City of Wheat Ridge Po Planning and Development Department Memorandum TO: City Council FROM: Alan White, Planning and Development Director ON SUBJECT: Modification of Clear Creek DATE: October 15, 2002 The Planning and Development Department has received a request from Arvada Excavating Company for a modification to the channel of Clear Creek west of Wadsworth and south of I-70. (See attached letter.) The modification is adjacent to property owned by Arvada Excavating, but the modification would primarily occur within Johnson Park. (See attached map.) The channel modification will remove a portion of the Arvada Excavating site from the 100-year floodplain, but will slightly expand the floodplain in Johnson Park. The modifications are being assessed by staff and a graphic representation of the changes will be presented at the study session. Before proceeding with any other local and Federal approvals for this modification, staff is requesting Council consider whether or not this modification will be permitted to occur on City property. 00ocm = and SettingsWanNly Dacumems\W HIeAMISCUear creek mod ce.wpd ARVEX PROPERTIES, INC. P.O. BOX 1234 ARVADA, COLORADO 80001-1234 (303) 422-1822 (303) 422-1933 FAX September 27, 2002 Alan White, AICP Planning and Development Director City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge CO 80215-6713 Re: Arvex Properties - 7850 W. 48th Ave. Dear Mr. White: ©~~Cr We propose to modify the Clear Creek channel so as to improve its capacity. This will allow the existing 100- year flood plain to be revised, and a floodway established for the creek. Our purpose is to modify the creek channel so as to have a floodway that will allow some construction and storage on the Arvada Land on the North side of the creek. This revision would also allow construction within the City Park To accomplish this, we propose to change the existing creek channel by deepening it, adjusting the width and side slopes. This will entail a significant amount of work to be done at my expense. The result of this project will be a deeper and more aligned Clear Creek. With uniform bank slopes, the creek will be more accessible and useable to landowners on both sides of the creek. In addition, land on both sides of the creek will be removed from the existing floodplain and floodway. This will provide land suitable for building within the County Park and on Arvada Excavating Co. land. As per the engineering report by Ackiam & Associates, the change in the creek flowline and adjustment of the flooding would not affect upstream landowners. In fact, deepening and realigning the creek channel can only help reduce flooding upstream With this letter is a copy of the engineering report. In the rear of this report are Exhibits which show the old and new channel, the old and new 100-year floodplain and new 100-year floodway. We ask for your consideration on this project oAUr y, t a President Arvex Properties, Inc. Sp- 1' 148th Ave. j A7+h Ava a m a Cu Legend ® Arvada Excavating 0 Johnson Park Q N 1 7 1 To Scale A/ Clear Creek FLOODWAY DETERMINATION HEC RAS REPORT For ARVADA EXCAVATING CO. INDUSTRIAL SITE WHEAT RIDGE, COLORADO Prepared for Arvada Excavation Co. 7714 Reno Arvada, Colorado 80002 Prepared by Acklam Associates, Inc 1001 E. Bridge Street Brighton, Co. 80601 (303) 659-8546 August 8, 2002 Okm11111 a i Floodway Determination For Arvada Excavation Co. Industrial Site TABLE OF CONTENTS Certification I. Purpose of Report II. General Location and Description of Site III. Drainage Design Criteria IV. New Floodplain and Floodway Design V. Final Design VI. Conclusion VII. References Appendix Sheet 1. Existing creek and topography Sheet 2. Existing site with BEC RAS cross sections and existing 100 yr floodplain Sheet 3. Floodplain and Floodway with new channel design Sheet 4. Comparison of existing and new creek channel HEC RAS Report for A Portion of Clear Creek West of Wadsworth Blvd in Wheatridge, Colorado Purpose of Project. The purpose of this project is to evaluate the subject site that is in an existing floodplain and by using various trials and scenarios with the HEC RAS computer program to determine a floodway for the site. Then a portion of the site not in the floodway would be eligible for a building permit. II. General Location and Description of site The project site is identified as a 5.65 acre industrial site situated immediately South of I-70 East and immediately West of Wadsworth Blvd. It is located in an industrial area and adjacent to West 48a' Avenue. There are existing industrial buildings on the other side of 48'" Ave. The area is bound by Highway I-70 on the North side. Since this highway is elevated, it is basically a barrier to any floodwaters. The South boundary line is next to Clear Creek. On the opposite side of the creek is a city park. The South boundary of this park is a very steep slope, almost a cliff; and forms a barrier for floodwaters. Upstream from the industrial area is a residential area. The site itself is a flat undeveloped parcel with some small construction huts and building equipment scattered within the site. There is a large pile of dirt and/or gravel in the middle of the parcel. However, because this stockpile is temporary and will be removed it has not been considered in the floodplain or floodway determination. Its border with Clear Creek has several large pieces of concrete placed on the bank; probably for erosion protection. Clear Creek is a major watercourse in the area; this portion of the creek has mostly a flat bottom with unrestored side slopes. There are no physical restrictions affecting the creek, except for a crosswalk located at the upper end ( sta 12+00) of the project area. III. Drainage Design Criteria The present floodplain was computed in 1979 using a HEC 2 computor program. An examination of the printout of this program was made and it was determined that its data was unreliable, especially since the highway has been rebuilt in this area. The program did reference a 100-year flow of 14,520 cfs. A review was made of various sources to determine if this flow was correct, since there has not been any later studies, this number is still the official 100-year flow at Wadsworth Blvd. 'i N C G a~ ,roC U •ri op w W x w C i LL ~ Ii G l I i i I 1 a a ~.rn I ! 1 IJ i ~ 2i ~ i p S N r L I I I I \ ~ O O 10 \ f I I I ` I ~ 1 O c m cca v 0 3 Q o C m ~ ~y •rl N m 3 o rl P ~ g a 'a b O l 0 L U LL w ~ N ro d I o o i w J-i W JJ \ •ri x W W 0 (g) U011PA013 It was then decided to have a new topographic survey completed for valid ground elevations and location of existing improvements. Then new contours were determined for the site and park area. Special attention was given to elevations in and near the creek. The existing site contours and Creek are shown on Sheet 1, Base Map in the Appendix of the report. With this information the HEC-RAS river reach was determined and the cross sections were laid out. The beginning point of the reach was at the bridge cross section below Wadsworth Blvd and cross sections were added every 100 feet up to 12+00, except for an additional station at 2+35. Elevations in or near the creek were taken from or estimated from surveying readings taken in the field, the remaining elevations were interpolated from the contour lines. For these computations the flow rate of 14,530 cfs was used. Although the 1979 HEC 2 run provided a known water surface elevation at Wadsworth Blvd. It appeared to be several feet higher than would be expected. Because of the age and unknown determination of the number it was discarded. Since the type of flow was yet undetermined, the flow condition in the program was set for a "mixed" condition, that is critical depth or normal depth or a combination of both, the program would determine which applied. The flowline slope was entered for both the upstream and downstream end of the reach. Once all of the required information was added to the program, it was run and the existing 100-year flood plain was determined. A printout of the summary of results, a program report and cross-sections are included in the Appendix. Sheet 2 contains the HEC RAS diagram and the existing channel and 100-year floodplain as determined by the program is also in the Appendix. It should be noted that the double entries in the summary tables were initially used to determine floodway possibilities. However, once it was determined that the channel would need to be changed then the trial floodway restrictions were removed and the second field is identical as the first. It should also be noted that there are two small "block outs" on the upper end of the HEC RAS, these represent existing buildings which intrude into the floodplain and may affect flow characteristcs. They are shown on all versions of the floodplain. IV. New Floodplain and Floodway Design After the base floodplain and topographic data were determined several attempts were made to adjust the floodplain so as to create usable land within the site. After several trials it was decided that the best way to improve the flow was to redesign the channel flowline and straighten out the creek cross sections. One of the more obvious features of the existing creek channel is a large drop off, just upstream of Wadsworth Blvd. The drop off was the reason section 0+00 was omitted in the existing condition calculations, in that it was believed that using the slope of this section would not be representative and would create unrealistic results. A copy of the existing channel flowline, reprinted from the computer program is shown as Exhibit 1. It was then decided that the best solution was to realign the channel flowline so as to increase the channel average slope and to make the cross sections of the channel more uniform. The new channel was designed with 4:1 side slopes. With these changes it was expected that there would be an increase in the channel velocity and an increase in channel capacity. After many trials with different slopes and cross sections, a creek channel was designed which would allow a better flow through the reach. The revised flowline is shown in Exhibit 2. New 100- year floodplain Using the new geometric data a new 100 year floodplain was computed using the same flows and the resulting flowline and water surface are shown in Exhibit 3 and the plot of the flood plain is shown in Sheet 3. As can be seen the floodplain has changed significantly with portions of the site now being out of the flood plain. This occurs because of the increased flow rates in the middle of the reach and that critical flow occurs in the middle and upstream, not only at the low end of the reach. Summary tables for the new channel design includes both the 100-year floodplain information and the floodway information. The fir4t entry is the floodplain and the second entry is the floodway. New 100-year Floodway. After, the new floodplain and channel were determined, the floodway was determined. The orginal HEC 2 program did not include any floodway determination and thus this is the initial determination of the floodway. It should be pointed out that while the floodplain is a real event, the floodway is a theoretical limit. It is defined as that area of the floodplain that would carry a flow no more than 1 foot higher than the floodplain elevation. In theory, if you constrict the floodplain to the point where the channel flood elevation increase less than one foot. this would be the floodway. Normally it is permitted to build structures outside of the floodway but within the floodplain. The floodway is created by adding " encroachments" on the cross sections and then computing the floodplain and floodway. This is done by trial and error until a satisfactory result is obtained. For these computations, the program was set for "mixed" conditions with upstream and downstream channel slopes entered. The assumption is that the energy grade is very close to the channel slope. It should also be noted that the elevation at 12+00 of the floodway is lower than that of a 100-year flood plain. This indicates that the upstream property owners will not be adversely affected by the floodway. The City of Wheat Ridge has a second requirement in their floodplain ordinance, that there should be equal conveyances of flows between the left and right side of the floodway channel. This is to remove the possibilty of compressing only one side of the floodplain. It should also be noted that the floodway does not require that the main channel flow elevation increases a full 1-foot. The 1-foot limit is a restriction, not a requirement. As can be seen in the resulting tables, for most of the cross sections the water levels actually decrease. An examination of the conveyance table in the Appendix and the floodway on Sheet 3 indicates that the channel was compressed from both sides and that the conveyance is generally equal between the two channel sides. It also indicates that the change in water surface elevation between the floodplain and the floodway does not exceed 1 foot. V. Final Design. The final proposed floodway and 100-year floodplain design is shown on Sheet 3 of the Appendix. It redeems a large portion of land on both sides of the creek thus making the industrial site buildable and also allowing for construction in the park. In the Appendix are 4 sheets. Sheet 1 is the existing Arvada Excavating site and the surrounding area including Clear Creek and the park on the opposite side. Contours represent the current existing topography. As can be seen, the existing creek channel is irregular with unstable or unusable banks. Sheet 2 represents the computed 100-year flood plain as determined by the HEC RAS report and the existing creek Sheet 3 represents the proposed new 100-year floodplain and new proposed floodway based on a deeper and wider creek channel. As can be seen a much larger area is outside of the floodway and suitable for building. Sheet 4 is a comparision of the old and new creek channels for reference. This project will require a large amount of excavation within the channel. But the result will be a better channel with 4:1 side slopes. This will provide more useable and maintainable area within the park and be more physically appealing and useful. The upstream area is not within the limits of this project, however, it is expected that the channel improvement proposed can't help but increase flow characteristics upstream of the site. VI. Conclusion As can be seen on the report exhibits and Appendix, the resulting floodway will allow improvements to be added on the Arvada Excavation site that will be in conformance with the City of Wheat Ridge regulations and also benefit the city by providing a more useful area in the park. VII. References HEC RAS, Version 2.2, September 1998 Urban Drainage and Flood Control District Storm Sewer Design Criteria manual, prepared by Wright- McLaughin Engineers, dated June, 2001. See 26-801 through 26-810 of City of Wheat Ridge Floodplain control ordinances. ARVADA EXCAVATING CO. EXISTING CHANNEL COMPUTATIONS ARVADA EXCAVATING CO. EXISTING CHANNEL FLOWLINE AND FLOODPLAIN LEVEL N LL v a a ~ o ~ N w > O O N O 8 Cl) [6 ~ ~ O it N 3 Q o m C 4. N O ~ o a LL g a = 0 o A t U O LL c m O N O N 8 (u) U0.4mom ARVADA EXCAVATING CO. 3D VIEW OF EXISTING FLOODPLAIN Cl) W 2 O Q O ~ LL ~ O FL LL 0 LL ARVADA EXCAVATING CO. EXISTING CHANNEL REPORT TABLES m W m m m LL] N N N N m m O O N N O_ m~ rn I~(6 roro C6 06 66 66 i'i Q v' m m w m n n m m (D ro m m co nfro n N L0) f) m (No V CO M M M N N N N 10 m m 0) m m M M N N r n n n (3) CI O O m m m W O) W m rn m W m f+i fh N N co (O O) W 0 0 6 0 N (V r-~ t` (V m r r O O m m m m n n V N (N w o mm vv ~v mm NN °'m mm mm C-4 CN vv mfm+) O M O M M o M o n n N o N o m m m OR N m N m m m m M O m O m N m N m m m m rn m (o O m M (o O m M fri m M N Oi m co N (ri o O (ri o O O m r O m ai O N m ai m N m ~i n r m ~i n n m v m 7 m v m m m o V o m o V o m r fA m m ~ m m m ao M m r ai M m n (ri m M m 0 0 C V O O r n M M N N O O M M O IT V N N 7- 0 0 7 17 m m n n m m m m 7 7 O O O w co r r Oi m n V R to m a m m M N O O m m (D m m m m m (n m m m m 0) N V R r i~ m m m m N N m m m m 0) OJ V' O O N N N N N 7 O Q V R V m m V? M M C OIOI IOIOI IOIO NN O O Mimi 1~1~ C~ VV IT IT OIO OO OIOI OIOI OOI IOOI IO Oloi IOIOI IOIOI IOIO co co NIN -IoI IOIOI !11 OIOI (OO ~I,I O O) m m m m m N N m m V V ~ m m M M m O O O O V 7 r 1 CO m O) Of m m r L Ol Oi 61 m N (V (h V' tN (n (n to (n (n (n co f j „T O M O M O M O M M M M (9 M (O M M M M M M f7 M M fp ~ - m m to m m m m m 0 m m to m m m In m m m m m m ~ Y d e3i. d I' n r co M m m m m N N co co 0 0 n n r r W U m m m m 0) m M M N N R m m sT o o v v ` v i vi vi tri co co f6 ro (o fo (o (o n r m m m m m m m m m m m m m m m m m m m m co V m m m m m m m m m m m m to m m m m to m m to d > E:Sk::: :Y;::! O ::WS Q 0- ~ O O O i(i m : i'i G :O O• LR O 'i0-: - O O D O C O Y.^M ` O O: O O CO M 0 0 :4 g O O O : O C ,O d C O Q O r r: . •N N' t!.[ N ; ~'1 47 m m .Lfl; t¢ T'* :3.. ilY 4D O . m . . EL _ ~ NON N N co co V 7 N co r u m d Y d N U N W V W R 0 m s m a w - n rn rn CR m ~ ~ rn rn V M O O ~ O O r r m I n m m W N N_ m OO (V Q C ? N m N N N M O D V O co O O O) IOIOI OIO oI IoIol Ioo oI I~I~I IF IF (O co co fD c%~ ~n co m c~ V m m O O O N N OD co n n r m m M M [+1 M M in 47 to N to ARVADA EXCAVATING CO. EXISTING CHANNEL AND FLOODPLAIN d lay a j ~ N •s J > Cl) 5 m O r~ 8 8 Cl) m f6 0 S Q c n C LL N . O O V i0 ~ K N Q. LL N 0 O LL S S 0 N N O ~ ~ ~ N YS N (8)UNWASl3 I ~ co co m Z o 0 II v O Y Q. LL ~ D O O LL O N O (8) UO!W813 N 10 co d OI p_ d 3 O ~ c ° ° ° S m 8 M ° m Z ~ N C Q IL ~ N G O a LL N O O 0 N O N O N _O Q N ~ ~ C N ~ i fS (8) U09M13 a N a N ~ m a ~ c m N N a ~ in LL d a p~Y ~ m J ~j ~ S O 8 N ('1 (6 N O O ° w Q ~ II s C LL O L O C LL CL N O O LL 8 O O N N_ O_ ~ Q { ~ N m { ~ Yl ~ N N (8) UoRBAa13 9 ik LL c N Ol d d o~~[ ~ I^ (n C J 5` ,,,!!!j ~ m O ~W Cl) m c _ 2° Q O II C l N o N a. F, a 0 0 LL 0 N ~ ~ IyfS{ (8) U04M13 N N m a ~ ~ a rn c > (D O O r ffi g th O 0 '0 Z o 0 Q o ~ ~ LL . C N O ~ o nf y a LL 0 0 o U Q x - i S S 0 N R N O N N N (U) UO1Wne13 m S m O n 8 O N M t0 ~ O S 3 Q p LL C N . C ~ O f0 ~ D! m aLL N 0 0 LL °o M N O O (8) uo]wai3 8 O O r I m 1 M W ~ o g Q IL C_ W p C O p t6 ~ K v _ EL m W O O LL g g O N O N_~ +O_J + Ol ( ~ l IfJ N l N (8) UOIXA813 N (p v a ~ y a ~ d J wl 3 u>r > ~ ° ~ ~ m 0 0 m g Cl) C6 9 cc o g Q ° W c c _ l7 30 ~ LL ILL N O O LL 8 O N R N O_ ~ Q `3 S u u U (8) uoIWAOG i a a n J } • C d N y ~ c 7 o O O O m oO N M f0 D cc O IL C N C O o :4 d LL N a 0 0 LL 0 p N N ~ O N (y) u014LIA913 { + .x y I N I N O ~ ` m > > S r °o N M O C L I I _ C O LL LL N O O LL Q g 8 O N tmOV mN_ O_ m M ~ N (8) U04PAa13 N N w m m a a ~ o~ ~ N N ~ N y c m Q g h c7 W L m o g Q L 11 CO d LL N O O LL g 0 0 O N ~ N O U9 2 N N (8) ualAal3 N m 0 r °o m Q co o cc 'O N 'O O r Q LL 11 C 0 EL LL N 9 0 ~ Q Q L m O O N O IA O ~Q (8) UORM13 ARVADA EXCAVATING CO. EXISTING CHANNEL HEC RAS PROGRAM HEC-RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616-4687 (916) 756-1104 X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Flood Plain Arvada 3 Project File : prj.prj Run Date and Time: 5/15/02 1:57:00 PM Project in English units Project Description: EXISTING CHANNEL AND FLOODPLAIN WITHOUT CHANNEL REVISIONS PLAN DATA Plan Title: Plan 01 Plan File : C:\HEC\RAS\Arvata\prj.p01 Geometry Title: Arvata Excavating Flood plain Geometry File : C:\HEC\RAS\Arvata\prj.902 Flow Title : Flow 01 Flow File : C:\HEC\RAS\Arvata\prj.f01 Plan Summary Information: Number of: Cross Sections = 13 Mulitple Openings = 0 Culverts = 0 Inline Weirs = 0 Bridges = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculaton tolerance = 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: Between every coordinate point (HEC2 Style) Friction Slope Method: Program Selects Appropriate method Computational Flow Regime: Mixed Flow FLOW DATA Flow Title: Flow 01 Flow File : C:\HEC\RAS\Arvata\prj.f01 Flow Data (cfs) River Reach RS Clear Creek 1 1200 Boundary Conditions River Reach Profile Downstream Clear Creek 1 PF#1 Normal S = .002 Clear Creek 1 PF 2 Normal S = .002 GEOMETRY DATA Geometry Title: Arvata Excavating Flood plain Geometry File : C:\HEC\RAS\Arvata\prj.g02 PF#1 PF 2 14520 14520 Upstream Normal S = .0091 Normal S = .0091 CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 1200 INPUT Description: Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Elev 0 5315.4 158 5315 170 5315 175 5314 5314 370 5313 403 5312 409 5311 432 5310 5309.16 458.11 5306.62 485.93 5306.07 510.46 5307.43 513.33 5311.2 5312 570 5313 580 5314 592 5315 608 5320 5325 Manning's n Values num= 3 Sta 180 452 550 629 Sta n Val Sta n Val Sta n Val 0 .04 452 .03 513 .33 .09 Bank Sta: Left Right Lengths: Le ft Channel Right Coeff Contr. Expan. 452 513.33 84 103 106.4 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5318.08 Element Left OB Channel Right OB Vel Head (ft) 1.13 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5316.94 Reach Len. (ft) 84.00 103.00 108.40 Crit W.S. (ft) 5316.32 Flow Area (sq ft) 1454.26 622.04 354.52 E.G. Slope (ft/ft) 0.002536 Area (sq ft) 1454.26 622.04 354.52 Q Total (cfs) 14520.00 Flow (cfs) 6624.51 7084.49 810.99 Top Width (ft) 598.22 Top Width (ft) 452.00 61.33 84.89 Vel Total (ft/s) 5.97 Avg. Vel. (ft/s) 4.56 11.39 2.29 Max Chl Dpth (ft) 10.87 Hydr. Depth (ft) 3.22 10.14 4.18 Conv. Total (cfs) 288346.8 Conv. (cfs) 131553.5 140688.1 16105.2 Length Wtd. (ft) 94.99 Wetted Per. (ft) 453.78 63.75 85.31 Min Ch E1 (ft) 5306.07 Shear (lb/sq ft) 0.51 1.54 0.66 Alpha 2.05 Stream Power (lb/ft s) 2.31 17.59 1.50 Frctn Loss (ft) 0.24 Cum Volume (acre-ft) 28.93 18.31 21.85 C & E Loss (ft) 0.01 Cum SA (acres) 9.65 1.81 4.72 Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5318.08 Element Left OB Channel Right OB Vel Head (ft) 1.13 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5316.94 Reach Len. (ft) 84.00 103.00 108.40 Crit W.S. (ft) 5316.32 Flow Area (sq ft) 1454.26 622.04 354.52 E.G. Slope (ft/ft) 0.002536 Area (sq ft) 1454.26 622.04 354.52 Q Total (cfs) 14520.00 7084.49 610.99 Top Width (ft) 598.22 61.33 84.89 Vel Total (ft/s) 5.97 11.39 2.29 Max Chl Dpth (ft) 10.87 10.14 4.18 Conv. Total (cfs) 288346.8 140688.1 16105.2 Length Wtd. (ft) 94.99 63.75 85.31 Min Ch El (ft) 5306.07 1.54 0.66 Alpha 2.05 17.59 1.50 Frctn Loss (ft) 0.24 18.31 21.85 C & E Loss (ft) 0.01 1.81 4.72 Flow (cfs) 6624.51 Top Width (ft) 452.00 Avg. Val. (ft/s) 4.56 Hydr. Depth (ft) 3.22 Conv. (cfs) 131553.5 Wetted Per. (ft) 453.78 Shear (lb/sq ft) 0.51 Stream Power (lb/ft s) 2.31 Cum Volume (acre-ft) 28.93 Cum SA (acres) 9.65 Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 1100 INPUT Description: Station Elevation Data num-- 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5315.3 275 5312 281 5311 300 5309 311 5308.74 314.24 5306.25 338.08 5305.16 358.3 5305.17 360.8 5309.34 385 5310 448 5311 474 5315 481 5320 490 5330 Manning's n Value s num= 3 Sta n Val Sta n Val Sta n Val 0 .03 311 .03 360.8 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 311 360.8 106 92 91 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5317.82 Element Left OB Channel Right OB Vel Head (ft) 1.21 Wt. n-Val. 0.030 0.030 0.090 W.S. Elev (ft) 5316.61 Reach Len. (ft) 106.00 92.00 91.00 Crit W.S. (ft) 544.45 648.88 P...R .R1nnp (ft/ft) Flow Area (sq ft) 0.002539 Area (so ft) 1056.28 1056.28 544.45 648.88-_ Q Total (cfs) 14520.00 6418.12 1763.17 Top Width (ft) 476.26 49.80 115.46 Vel Total (ft/s) 6.45 11.79 2.72 Max Chl Dpth (ft) 11.45 10.93 5.62 Conv. Total (cfs) 288179.5 127380.9 34993.7 Length Wtd. (ft) 97.00 53.03 116.30 Min Ch E1 (ft) 5305.16 1.63 0.88 Alpha 1.87 19.18 2.40 Frctn Loss (ft) 0.19 16.93 20.60 C & E Loss (ft) 0.14 1.68 4.47 Flow (cfs) 6338.71 Top Width (ft) 311.00 Avg. Vel. (ft/s) 6.00 Hydr. Depth (ft) 3.40 Conv. (cfs) 125804.9 Wetted Per. (ft) 312.52 Shear (lb/sq ft) 0.54 Stream Power (lb/ft s) 3.21 Cum volume (acre-ft) 26.51 Cum SA (acres) 8.91 Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5317.82 Element Left OB Channel Right OB Vel Head (ft) 1.21 Wt. n-Val. 0.030 0.030 0.090 W.S. Elev (ft) 5316.61 Reach Len. (ft) 106.00 92.00 91.00 Crit W.S. (ft) Flow Area (sq ft) 1056.26 544.45 648.88 E.G. Slope (ft/ft) 0.002539 Area (sq ft) 1056.28 544.45 648.88 Q Total (cfs) 14520.00 Flow (cfs) 6336.71 6418.12 1763.17 Top Width (ft) 476.26 Top Width (ft) 311.00 49.80 115.46 Vel Total (ft/s) 6.45 Avg.'Vel. (ft/s) 6.00 11.79 2.72 Max Chl Dpth (ft) 11.45 Hydr. Depth (ft) 3.40 10.93 5.62 Conv. Total (cfs) 288179.5 Conv. (cfs) 125804.9 127380.9 34993.7 Length Wtd. (ft) 97.00 Wetted Per. (ft) 312.52 53.03 116.30 Min Ch E1 (ft) 5305.16 Shear (lb/sq ft) 0.54 1.63 0.88 Alpha 1.87 Stream Power (lb/ft s) 3.21 19.18 2.40 Frctn Loss (ft) 0.19 Cum Volume (acre-ft) 26.51 16.93 20.60 C & E Loss (ft) 0.14 Cum SA (acres) 8.91 1.68 4.47 Warning: The cross-section end points had to be extended vertically for the computed water surface. CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 1000 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5315.6 86 5314 150 5314 192 5314 242 5314.4 295 5314 380 . 5313 458 5311 462 5310 464 5309.61 467.21 5306.25 498.42 5303.49 5 11.87 5305.33 516.87 5308.41 585 5310 631 5311 ,650 5312 662 5313 680 5315 686 5320 690 5325 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 464 .03 585 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 464 585 126 98 95 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 0 58 5322 585 690 5309 CROSS SECTION OUTPUT Profile #PF #1 E.G. Elev (ft) 5317.49 Element Left OB Channel Right OB Vel Head (ft) 0.74 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5316.75 Reach Len. (ft) 126.00 98.00 95.00 Crit W.S. (ft) Flow Area (sq ft) 1309.50 1128.49 489.59 E.G. Slope (£t/ft) 0.001464 Area (sq f t) 1309.50 1128.49 489.59 Q Total (cfs) 14520.00 Flow (cfs) 4222.00 9345.18 952.81 Top Width (ft) 624.10 Top Width (ft) 406.00 121.00 97.10 Vel Total (ft/s) 4.96 Avg. Vel. (ft/s) 3.22 8.28 1.95 Max Chl Dpth (ft) 13.26 Hydr. Depth (ft) 3.23 9.33 5.04 Conv. Total (cfs) 379427.0 Conv. (cfs) 110326.6 244202.1 24898.3 Length Wtd. (ft) 104.59 Wetted Per. (ft) 408.43 123.57 97.92 Min Ch E1 (ft) 5303.49 Shear (lb/sq ft) 0.29 0.83 0.46 Alpha 1.93 Stream Power (lb/ft s) 0.95 6.91 0.89 Frctn Loss (ft) 0.22 Cum Volume (acre-ft) 23.63 15.16 19.41 C s E Loss (ft) 0.09 Cum SA (acres) 8.04 1.50 4.25 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5317.49 Element Left OB Channel Right OB Vel Head (ft) 0.74 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5316.75 Reach Len. (ft) 126.00 98.00 95.00 Crit W.S. (ft) Flow Area (sq ft) 1309.50 1128.49 489.59 E.G. Slope (ft/ft) 0.001464 Area (sq ft) 1309.50 1128.49 489.59 Q Total (cfs) 14520.00 Flow (cfs) 4222.00 9345.16 952.81 Top Width (ft) 624.10 Top Width (ft) 406.00 121.00 97.10 Vel Total (ft/s) 4.96 Avg. Vel. (ft/s) 3.22 8.28 1.95 Max Chl Dpth (ft) 13.26 Hydr. Depth (ft) 3.23 9.33 5.04 Conv. Total (cfs) 379427.0 Conv. (cfs) 110326.6 244202.1 24898.3 Length Wtd. (ft) 104.59 Wetted Per. (ft) 408.43 123.57 97.92 Min Ch E1 (ft) 5303.49 Shear (lb/sq ft) 0.29 0.83 0.46 Alpha 1.93 Stream Power (lb/ft s) 0.95 6.91 0.89 Frctn Loss (ft) 0.22 Cum Volume (acre-ft) 23.63 15.16 19.41 C & E Loss (ft) 0.09 Cum SA (acres) 8.04 1.50 4.25 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance r atio (upstream conveyance divide d by downstream conveyance) is less than 0.7 or grea ter than 1. 4. This may indicate the need for additional cross sections . CROSS SECTION RI VER: Clear Creek REACH: 1 RS: 900 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 253 5315 268 5314 271 5313 320 5313 410 5313 552 5312 562 5310.95 566 5306.09 589.1 5303.84 608.17 5304.58 610.47 5307.93 620 5309 710 5310 742 5311 790 5313 820 5315 830 5320 834 5325 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 562 .03 620 .07 Bank Sta: Left Right Lengths: L eft Channel Right Coeff Contr. Expan. 562 620 168 95.8 68 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 0 185 5322 620 834 5309 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5317.17 Element Left OB Channel Right OB Vel Head (ft) 1.66 Wt. n-Val. 0.050 0.030 0.070 W.S. Elev (ft) 5315.51 Reach Len. (ft) 168.00 95.80 68.00 Crit W.S. (ft) Flow Area (sq ft) 845.65 575.68 916.00 E.G. Slope (ft/ft) 0.003893 Area (sq ft) 845.65 575.68 916.00 Q Total (cfs) 14520.00 Flow (cfs) 3093.11 7838.96 3587.93 Top Width (ft) 594.02 Top Width (ft) 334.99 58.00 201.03 Vel Total (ft/s) 6.21 Avg. Vel. (ft/s) 3.66 13.62 3.92 Max Chl Dpth (ft) 11.67 Hydr. Depth (ft) 2.52 9.93 4.56 Conv. Total (cfs) 232718.8 Conv. (cfs) 49574.7 125638.6 57505.5 Length Wtd. (ft) 106.98 Wetted Per. (ft) 335.25 62.24 201.28 Min Ch El (ft) 5303.84 Shear (lb/sq ft) 0.61 2.25 1.11 Alpha 2.77 Stream Power (lb/ft s) 2.24 30.61 4.33 Frctn Loss (ft) 0.29 Cum Volume (acre-ft) 20.51 13.25 17.87 C & E Loss (ft) 0.30 Cum SA (acres) 6.97 1.29 3.93 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstrea m conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5317.17 Element Left OB Channel Right OB Vel Head (ft) 1.66 Wt. n-Val. 0.050 0.030 0.070 W.S. Elev (ft) 5315.51 Reach Len. (ft) 168.00 95.80 58.00 Crit W.S. (ft) Flow Area (sq ft) 845.65 575.68 916.00 E.G. Slope (ft/ft) 0.003893 Area (sq ft) 845.65 575.68 916.00 Q Total (cfs) 14520.00 Flow (cfs) 3093.11 7838.96 3587.93 Top Width (ft) 594.02 Top Width (ft) 334.99 58.00 201.03 Vel Total (ft/s) 6.21 Avg. Vel. (ft/s) 3.66 13.62 3.92 Max Chl Dpth (ft) 11.67 Hydr. Depth (ft) 2.52 9.93 4.56 Conv. Total (cfs) 232718.8 Conv. (cfs) 49574.7 125638.6 57505.5 Length Wtd. (ft) 106.98 Wetted Per. (ft) 335.25 62.24 201.28 Min Ch El (ft) 5303.84 Shear (lb/sq ft) 0.61 2.25 1.11 Alpha 2.77 Stream Power (lb/ft s) 2.24 30.61 4.33 Frctn Loss (ft) 0.29 Cum Volume (acre-ft) 20.51 13.25 17.87 C & E Loss (ft) 0.30 Cum SA (acres) 6.97 1.29 3.93 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance r atio (upst ream conveyan ce divided by downstream conveyance) is less than 0.7 or grea ter than 1 .4. This may indicate the need for additional cross sections . CROSS SECTION RI VER: Clear Creek REACH: 1 RS: 800 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 40 5315 280 5312 372 5312 462, 5311.2 465 5311.16 472.95 5304.78 4 93.38 5303.44 516.9 5304.58 519.4 5307.93 540 5308 630 5309 652 5310 750 5315 762 5320 775 5325 Manning's n Values num= 3 Sta n Val Ste n Val Sta n Val 0 .04 465 .03 519.4 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr., Expan. 465 519.4 122 96.5 78.5 .1 .3 CROSS SECTION OUTPUT P rofile #PF#1 E.G. Elev (ft) 5316.57 Element Left OB Channel Right OB Vel Head (ft) 0.64 Wt. n-Val. 0.040 0.030 0.060 W.S. Elev (ft) 5315.93 Reach Len. (ft) 122.00 96.50 78.50 Crit W.S. (ft) Flow Area (sq ft) 1353.93 609.54 1312.37 E.G. Slope (ft/ft) 0.001561 Area (sq f t) 1353.93 609.54 1312.37 Q Total (cfs) 14520.00 Flow (cfs) 4459.53 5697.52 4362.95 Top Width (ft) 719.71 Top Width (ft) 432.47 54.40 232.84 Vel Total (ft/s) 4.43 Avg. Vel. (ft/s) 3.29 9.35 3.32 Max Chl Dpth (ft) 11.20 5.64 Conv. Total (cfs) 144196.0 110419.9 Length Wtd. (ft) 58.40 233.18 Min Ch E1 (ft) 1.02 0.55 Alpha 9.51 1.82 Frctn Loss (ft) 11.94 16.14 C & E Loss (ft) 1.17 3.59 CROSS SECTION OUTPUT E.G. Elev (ft) Channel Right OB Vel Head (ft) 0.030 0.060 W.S. Elev (ft) 96.50 78.50 Crit W.S. (ft) 609.54 1312.37 E.G. Slope (ft/ft) 609.54 1312.37 Q Total (cfs) 5697.52 4362.95 Top Width (ft) 54.40 232.84 Vel Total (ft/s) 9.35 3.32 Max Chl Dpth (ft) 11.20 5.64 Conv. Total (cfs) 144196.0 110419.9 Length Wtd. (ft) 58.40 233.18 Min Ch E1 (ft) 1.02 0.55 Alpha 9.51 1.82 Frctn Loss (ft) 11.94 16.14 C & E Loss (ft) 1.17 3.59 CROSS SECTION REACH: 1 INPUT Description: Station Elevation Data 12.49 Hydr. Depth (ft) 3.13 367480.1 Conv. (cfs) 112864.2 101.38 Wetted Per. (ft) 432.55 5303.44 Shear (lb/sq ft) 0.31 2.08 Stream Power (lb/ft s) 1.00 0.13 Cum Vo lume (acre-ft) 16.27 0.04 Cum SA (acres) 5.49 Profile #PF 2 5316.57 Element Left OB 0.64 Wt. n-Val. 0.040 5315.93 Reach Len. (ft) 122.00 Flow Area (sq ft) 1353.93 0.001561 Area (sq ft) 1353.93 14520.00 Flow (cfs) 4459.53 719.71 Top Width (ft) 432.47 4.43 Avg. Vel. (ft/s) 3.29 12.49 Hydr. Depth (ft) 3.13 367480.1 Conv. (cfs) 112864.2 101.38 Wetted Per. (ft) 432.55 5303.44 Shear (lb/sq ft) 0.31 2.08 Stream Power (lb/ft s) 1.00 0.13 Cum Volume (acre-ft) 16.27 0.04 Cum SA (acres) 5.49 RIVER: Clear Creek RS: 700 num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 48 5315 82 5312 198 5312 413 5312 440 5310.46 451 5303.57 4 75.97 5302.82 498.67 5305.84 501.99 5307.63 510 5308 520 5307 534 5307 540 5308 610 5310 715 5315 739 5320 746 5325 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 440 .03 510 .07 Bank Sta: Left Righ t Lengths: Left Channel Right Coeff Contr. Expan. 440 510 149 115 88 .1 .3 CROSS SECTION OUTPUT Profile #PF #1 E.G. Elev (ft) 5316.40 ! Element Left OB Channel Right OB Vel Head (ft) 0.51 Wt. n-Val. 0.030 0.030 0.070 W.S. Elev (ft) 5315.89 Reach Len. (ft) 149.00 115.00 88.00 Crit W.S. (ft) Flow Area (sq ft) 1498.14 772.06 1098.68 E.G. Slope (ft/ft) 0.001068 Area (sq ft) 1498.14 772.06 1098.68 Q Total (cfs) 14520.00 Flow (cfs) 5958.51 6040.50 2520.99 Top Width (ft) 679.80 Top Width (ft) 400.54 70.00 209.27 Vel Total (ft/s) 4.31 Avg. Vel. (ft/s) 3.98 7.82 2.29 Max Chl Dpth (ft) 13.07 Hydr. Depth (ft) 3.74 11.03 5.25 Conv. Total (cfs) 444312.2 Conv. (cfs) 182330.4 184839.3 77142.5 Length Wtd. (ft) 122.44 Wetted Per. (ft) 400.76 72.65 209.64 Min Ch E1 (ft) 5302.82 Shear (lb/sq ft) - 0.25 0.71 0.35 Alpha 1.77 Stream Power (lb/ft s) 0.99 5.54 0.80 Frctn Loss (ft) 0.13 Cum Volume (acre-ft) 12.28 10.41 13.96 C & E Loss (ft) 0.00 Cum SA (acres) 4.32 1.03 3.19 CROSS SECTION OUTPUT P rofile #PF 2 E.G. Elev (ft) 5316.40 Element Left OB Channel Right OB Vel Head (ft) 0.51 Wt. n-Val. 0.030 0.030 0.070 W.S. Elev (ft) 5315.89 Reach Len. (ft) 149.00 115.00 88.00 Crit W.S. (ft) Flow Area (sq ft) 1498.14 772.06 1098.68 E.G. Slope (ft/ft) 0.001068 Area (sq ft) 1498.14 772.06 1098.68 Q Total (cfs) 14520.00 Flow (cfs) 5958.51 6040.50 2520.99 Top Width (ft) 679.80 Top Width (ft) 400.54 70.00 209.27 Vel Total (ft/s) 4.31 Avg. Vel. (ft/s) 3.98 7.82 2.29 Max Chl Dpth (ft) 13.07 Hydr. Depth (ft) 3.74 11.03 5.25 Conv. Total (cfs) 444312.2 Conv. (cfs) 182330.4 184839.3 77142.5 Length Wtd. (ft) 122.44 Wetted Per. (ft) 400.76 72.65 209.64 Min Ch El (ft) 5302.82 Shear (lb/sq ft) 0.25 0.71 0.35 Alpha 1.77 Stream Power (lb/ft s) 0.99 5.54 0.80 Frctn Loss (ft) 0.13 Cum Volume (acre-ft) 12.28 10.41 13.96 C & E Loss (ft) 0.00 Cum SA (acres) 4.32 1.03 3.19 CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 600 INPUT Description: Station Elevation Data num= Sta Elev Sta Elev Elev 0 5320 15 5315 5311 373 5310 395 5309 5302.83 462.82 5302.83 464.85 5307.87 5310 700 5315 711 5320 17 Sta Elev Sta Elev Sta 38 5313 110 5312.6 320 400 5308.4 403.1 5304.64 442.82 490 5307.87 540 5308 562 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 400 .03 464.85 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 400 464.85 65 105 136 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5316.26 Element Left OB Channel Right OB Vel Head (ft) 0.55 Wt. n-Val. 0.040 0.030 0.060 W.S. Elev (ft) 5315.71 Reach Len. (ft) 65.00 105.00 136.00 Crit W.S. (ft) Flow Area (sq ft) 1517.34 782.57 1176.37 E.G. Slope (ft/ft) 0.001121 Area (sq ft) 1517.34 782.57 1176.37 Q Total (cfs) 14520.00 Flow (cfs) 4894.70 6484.38 3140.91 Top Width (ft) 688.68 Top Width (ft) 387.12 64.85 236.71 Vel Total (ft/s) 4.18 Avg. Vel. (ft/s) 3.23 8.29 2.67 Max Chl Dpth (ft) 12.88 Hydr. Depth (ft) 3.92 12.07 4.97 Conv. Total (cfs) 433674.2 Conv. (cfs) 146191.8 193671.5 93810.8 Length Wtd. (ft) 98.71 Wetted Per. (ft) 387.40 70.07 237.04 Min Ch El (ft) 5302.83 Shear (lb/sq ft) 0.27 0.78 0.35 Alpha 2.05 Stream Power (lb/ft s) 0.88 6.48 0.93 Frctn Loss (ft) 0.12 Cum Volume (acre-ft) 7.12 8.36 11.67 C 6 E Loss (ft) 0.01 Cum SA (acres) 2.97 0.85 2.74 CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5316.26 Element Left OB Channel Right OB Vel Head (ft) 0.55 Wt. n-Val. 0.040 0.030 0.060 W.S. Elev (ft) 5315.71 Reach Len. (ft) 65.00 105.00 136.00 Crit W.S. (ft) Flow Area (sq ft) 1517.34 782.57 1176.37 E.G. Slope (ft/ft) 0.001121 Area (sq ft) 1517.34 782.57 1176.37 Q Total (cfs) 14520.00 Flow (cfs) 4894.70 6484.38 3140.91 Top Width (ft) 688.68 Top Width (ft) 387.12 64.85 236.71 Vel Total (ft/s) 4.18 Avg. Vel. (ft/s) 3.23 8.29 2.67 Max Chl Dpth (ft) 12.88 Hydr. Depth (ft) 3.92 12.07 4.97 Conv. Total (cfs) 433674.2 Conv. (cfs) 146191.8 193671.5 93810.8 Length Wtd. (ft) 98.71 Wetted Per. (ft) 387.40 70.07 237.04 Min Ch E1 (ft) 5302.63 Shear (lb/sq ft) 0.27 0.78 0.35 Alpha 2.05 Stream Power (lb/ft s) 0.88 6.48 0.93 Frctn Loss (ft) 0.12 Cum Volume (acre-ft) 7.12 8.36 11.67 C & E Loss (ft) 0.01 Cum SA (acres) 2.97 0.85 2.74 CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 500 INPUT Description: Station Elevation Data num- 16 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 0 5312.6 200 5311 265 5310 271 5309 282 5308 290 5307.36 291 5305.03 332.74 5302.85 352.29 5 303.84 353.92 5307.83 388 5309 592 5310 605 5311 625 5315 639 5320 643 5325 Manning's n Values num= 3 Sta n Val sta n Val Sta n Val 0 .04 290 .03 353.92 .09 Bank Sta: Left Right Lengths: L eft Channel Right Coeff Contr. Expan. 290 353.92 97 100 108 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5316.12 Element Left OB Channel Right OB Vel Head (ft) 0.69 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5315.44 Reach Len. (ft) 97.00 100.00 108.00 Crit W.S. (ft) Flow Area (sq ft) 1222.14 741.15 1563.51 E.G. Slope (ft/ft) 0.001415 Area (sq ft) 1222.14 741.15 1563.51 Q Total (cfs) 14520.00 Flow (cfs) 4567.52 6772.82 3179.66 Top Width (ft) 626.22 Top Width (ft) 290.00 63.92 272.30 Vel Total (ft/s) 4.12 Avg. Vel. (ft/s) 3.74 9.14 2.03 Max Chl Dpth (ft) 12.59 Hydr. Depth (ft) 4.21 11.59 5.74 Conv. Total (cfs) 386054.8 Conv. (cfs) 121440.3 180074.3 84540.2 Length Wtd. (ft) 100.50 Wetted Per. (ft) 293.00 68.22 272.83 Min Ch E1 (ft) 5302.85 Shear (lb/sq ft) 0.37 0.96 0.51 Alpha 2.61 Stream Power (lb/ft s) 1.38 8.77 1.03 Frctn Loss (ft) 0.20 Cum Volume (acre-ft) 5.08 6.52 7.39 C & E Loss (ft) 0.11 Cum SA (acres) 2.47 0.70 1.95 Warning: The cross-section end points had to be extended vertically for the computed water surface. Warning: The velocity head has changed by more than 0.5 ft (0 .15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5316.12 Element Left OB Channel Right OB Vel Head (ft) 0.69 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5315.44 Reach Len. (ft) 97.00 100.00 108.00 Crit W.S. (ft) Flow Area (sq ft) 1222.14 741.15 1563.51 E.G. Slope (ft/ft) 0.001415 Area (sq ft) 1222.14 741.15 1563.51 Q Total (cfs) 14520.00 Flow (cfs) 4567.52 6772.82 3179.66 Top Width (ft) 626.22 Top Width (ft) 290.00 63.92 272.30 Vel Total (ft/s) 4.12 Avg. Vel. (ft/s) 3.74 9.14 2.03 Max Chl Dpth (ft) 12.59 Hydr. Depth (ft) 4.21 11.59 5.74 Conv. Total (cfs) 386054.8 Conv. (cfs) 121440.3 180074.3 84540.2 Length Wtd. (ft) 100.50 Wetted Per. (ft)' 293.00 68.22 272.83 Min Ch E1 (ft) 5302.85 Shear (lb/sq ft) 0.37 0.96 0.51 Alpha 2.61 Stream Power (lb/ft s) 1.38 8.77 1.03 Frctn Loss (ft) 0.20 Cum Volume (acre-ft) 5.08 6.52 7.39 C & E Loss (ft) 0.11 Cum SA (acres) 2.47 0.70 1.95 Warning: The cross-section end points had to be extended vertically for the computed water surface. Warning: The velocity head has changed by more t han 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyan ce divid ed by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicat e the need for additional cross sections. CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 400 INPUT Description: Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 40 5315 58 5314 246 5313 270 5312 336 5311 372 5311 405 531C 461.18 5307.06 462.53 5304.8 491.96 5302.9 519.2 5304.13 521 5307.62 590 5309 635 5311 668 5312 700 5313 725 5315 780 5320 790 5325 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 461.18 .03 521 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 461.18 521 91.6 93 108 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5315.81 Element Left OB Channel Right OB Vel Head (ft) 1.76 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5314.06 Reach Len. (ft) 91.60 93.00 108.00 Crit W.S. (ft) 5314.06 Flow Area (sq ft) 848.47 613.21 720.13 E.G. Slope (ft/ft) 0.003617 Area (sq f t) 848.47 613.21 720.13 Q Total (cfs) 14520.00 Flow (cfs) 4269.13 8299.85 1951.02 Top Width (ft) 656.21 Top Width (ft) 404.19 59.82 192.20 Vel Total (ft/s) 6.66 Avg. Vel. (ft/s) 5.03 13.54 2.71 Max Chl Dpth (ft) 11.16 Hydr. Depth (ft) 2.10 10.25 3.75 Conv. Total (cfs) 241415.9 Conv. (cfs) 70980.4 137997.0 32438.5 Length Wtd. (ft) 95.10 Wetted Per. (ft) 404.32 63.32 192.33 Min Ch El (ft) 5302.90 Shear (lb/sq ft) 0.47 2.19 0.85 Alpha 2.55 Stream Power (lb/ft s) 2.38 29.60 2.29 Frctn Loss (ft) Cum Volume (acre-ft) 2.77 4.97 4.56 C & E Loss (ft) Cum SA (acres) 1.70 0.56 1.37 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The velocity head has change d by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5315.81 Element Left OB Channel Right OB Vel Head (ft) 1.76 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5314.06 Reach Len. (ft) 91.60 93.00 108.00 Crit W.S. (ft) 5314.06 Flow Area (sq ft) 848.47 613.21 720.13 E.G. Slope (ft/ft) 0.003617 Area (sq ft) 848.47 613.21 720.13 Q Total (cfs) 14520.00 Flow (cfs) 4269.13 8299.85 1951.02 Top Width (ft) 656.21 Top Width (ft) 404.19 59.82 192.20 Vel Total (ft/s) 6.66 Avg. Vel. (ft/s) 5.03 13.54 2.71 Max Chl Dpth (ft) 11.16 Hydr. Depth (ft) 2.10 10.25 3.75 Conv. Total (cfs) 241415.9 Conv. (cfs) 70980.4 137997.0 32438.5 Length Wtd. (ft) 95.10 Wetted Per. (ft) 404.32 63.32 192.33 Min Ch E1 (ft) 5302.90 Shear (lb/sq ft) 0.47 2.19 0.85 Alpha 2.55 Stream Power (lb/ft s) 2.38 29.60 2.29 Frctn Loss (ft) Cum Volume (acre-ft) 2.77 4.97 4.56 C & E Loss (ft) Cum SA (acres) 1.70 0.56 1.37 Warning: The energy equation could not be balanced within the specified number of iterations. The program used cri tical depth for the water surface and continued on with the calculations. Warning: The velocity hea d has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. CROSS SECTION RI VER: Clear Cree k REACH: 1 RS: 300 INPUT Descripti on: Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 52 5315 83 5313 90 5312 98 5312 106 5313 200 5313 329 5313 343 5312 392 5310 404 5310 448 5308 465.48 5306.5 467.46 5304.33 492.18 5303.06 527.56 5303.89 530 5307.38 650 5309 760 5310 823 5315 835 5320 857 5325 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 465.48 .03 530 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4 65.48 530 67 63 62.6 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5315.36 Element Left OB Channel Right OB Vel Head (ft) 2.34 Wt. n-Val. 0.040 0.030 0.100 W.S. Elev (ft) 5313.02 Reach Len. (ft) 67.00 63.00 62.60 Crit W.S. (ft) 5313.50 Flow Area (sq ft) 440.11 601.19 1023.88 E.G. Slope (ft/ft) 0.005010 Area (sq f t) 440.11 601.19 1023.88 Q Total (cfs) 14520.00 Flow (cfs) 2687.07 9071.02 2761.92 Top Width (ft) 715.32 Top Width (ft) 382.77 64.52 268.03 Vel Total (ft/s) 7.03 Avg. Vel. (ft/s) 6.11 15.09 2.70 Max Chl Dpth (ft)- 9.96 Hydr. Depth (ft) 1.15 9.32 3.82 Conv. Total (cfs) 205133.5 Conv. (cfs) 37961.9 128152.1 39019.4 Length Wtd. (ft) 63.66 Wetted Per. (ft) 383.09 67.34 268.17 Min Ch E1 (ft) 5303.06 Shear (lb/sq ft) 0.36 2.79 1.19 Alpha 3.04 Stream Power (lb/ft s) 2.19 42.14 3.22 Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 1.42 3.67 2.39 C & E Loss (ft) 0.06 Cum SA (acres) 0.87 0.42 0.80 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Note: Program found supercritical flow starting at this cross section. CROSS SECTION, OUTPUT Profile #PF 2 E.G. Elev (ft) 5315.36 Element Left OB Channel Right OB Vel Head (ft) 2.34 Wt. n-Val. 0.040 0.030 0.100 W.S. Elev (ft) 5313.02 Reach Len. (ft) 67.00 63.00 62.60 Crit W.S. (ft) 5313.50 Flow Area (sq ft) 440.11 601.19 1023.88 E.G. Slope (ft/ft) 0.005010 Area (sq ft) 440.11 601.19 1023.88 Q Total (cfs) 14520.00 Flow (cfs) 2687.07 9071.02 2761.92 Top Width (ft) 715.32 Top Width (ft) 382.77 64.52 268.03 Vel Total (ft/s) 7.03 Avg. Vel. (ft/s) 6.11 15.09 2.70 Max Chl Dpth (ft) 9.96 Hydr. Depth (ft) 1.15 9.32 3.82 Conv. Total (cfs) 205133.5 Conv. (cfs) 37961.9 128152.1 39019.4 Length Wtd. (ft) 63.66 Wetted Per. (ft) 383.09 67.34 268.17 Min Ch E1 (ft) 5303.06 Shear (lb/sq ft) 0.36 2.79 1.19 Alpha 3.04 Stream Power (lb/ft s) 2.19 42.14 3.22 Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 1.42 3.67 2.39 C & E Loss (ft) 0.06 Cum SA (acres) 0.87 0.42 0.80 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for addition al cross sections. Note: Program found su percritical flow startin g at this cross section. CROSS SECTION RI VER: Clea r Creek REACH: 1 RS: 235 INPUT Descripti on: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 38 5315 54 5314 84 5311 105 5311 205 5313 226 5314 296 5314 315 5313 330 5310 400 5308 415 5307 434.83 5 306.89 435.98 5304 462.57 5303.04 505.96 5303.94 509 5306.98 525 5308 535 5309 710 5309 760 5315 775 5320 815 5325 Manning's n Value s num= 3 Sta n Val Sta n Val Sta n Val 0 .05 434.83 .03 509 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4 34.83 509 35.2 35.2 35.2 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5314.99 Element Left OB Channel Right OB Vel Head (ft) 2.64 Wt. n-Val. 0.050 0.030 0.100 W.S. Elev (ft) 5312.35 Reach Len. (ft) 35.20 35.20 35.20 Crit W.S. (ft) 5312.83 Flow Area (sq ft) 511.50 648.19 749.52 E.G. Slope (ft/ft) 0.005724 Area (sq ft) 511.50 648.19 749.52 Q Total (cfs) 14520.00 Flow (cfs) 2598.10 10015.17 1906.73 Top Width (ft) 521.75 Top Width (ft) 218.65 74.17 228.93 Vel Total (ft/s) 7.61 Avg. Vel. (ft/s) 5.08 15.45 2.54 Max Chl Dpth (ft) 9.31 Hydr. Depth (ft) 2.34 8.74 3.27 Conv. Total (cfs) 191925.2 Conv. (cfs) 34341.7 132380.4 25203.1 Length Wtd. (ft) 35.20 Wetted Per. (ft) 219.03 77.42 229.21 Min Ch E1 (ft) 5303.04 Shear (lb/sq ft) 0.83 2.99 1.17 Alpha 2.94 Stream Power (lb/ft s) 4.24 46.23 2.97 Frctn Loss (ft) 0.34 Cum Volume (acre-ft) 0.69 2.77 1.12 C & E Loss (ft) 0.03 Cum SA (acres) 0.41 0.32 0.44 Warning: Divided flow computed for this cross-section. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5314.99 Element Left OB Channel Right OB Vel Head (ft) 2.64 Wt. n-Val. 0.050 0.030 0.100 W.S. Elev (ft) 5312.35 Reach Len. (ft) 35.20 35.20 35.20 Crit W.S. (ft) 5312.83 Flow Area (sq ft) 511.50 648.19 749.52 E.G. Slope (ft/ft) 0.005724 Area (sq ft) 511.50 648.19 749.52 Q Total (cfs) 14520.00 Flow (cfs) 2598.10 10015.17 1906.73 Top Width (ft) 521.75 Top Width (ft) 218.65 74.17 228.93 Vel Total (ft/s) 7.61 Avg. Vel. (ft/s) 5.08 15.45 2.54 Max Chl Dpth (ft) 9.31 Hydr. Depth (ft) 2.34 8.74 3.27 Conv. Total (cfs) 191925.2 Conv. (cfs) 34341.7 132380.4 25203.1 Length Wtd. (ft) 35.20 Wetted Per. (ft) 219.03 77.42 229.21 Min Ch E1 (ft) 5303.04 Shear (lb/sq ft) 0.83 2.99 1.17 Alpha 2.94 Stream Power (lb/ft s) 4.24 46.23 2.97 Frctn Loss (ft) 0.34 Cum Volume (acre-ft) 0.69 2.77 1.12 C & E Loss (ft) 0.03 Cum SA (acres) 0.41 0.32 0.44 Warning: Divided flow computed for this cross-section. CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 200 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Ste Elev Sta Elev Sta Elev 0 5320 23 5315 90 5310 102 5311 121 5312 210 5312 221 5313 275 5313 295 5312 320 5310 356 5308 374 5307 380 5306 383.1 5305.91 384.95 5303.34 408.05 5302.26 458.05 5302.26 4 69.77 5302.24 473 5305.47 500 5306 511 5307 533 5308 620 5308 677 5309 700 5312 730 5315 780 5320 B00 5325 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 01 .04 383.1 .03 473 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 383.1 473 112 94.3 66 .1 .3 CROSS SECTION OUTPUT Profile #PF #1 E.G. Elev (ft) 5314.53 Element Left OB Channel Right OB Vel Head (ft) 4.57 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5309.96 Reach Len. (ft) 112.00 94.30 66.00 Crit W.S. (ft) 5311.39 Flow Area (sq ft) 112.09 670.45 463.72 E.G. Slope (ft/ft) 0.009934 Area (sq ft) 112.09 670.45 463.72 Q Total (cfs) 14520.00 Flow (cfs) 715.24 12389.03 1415.73 Top Width (ft) 363.66 Top Width (ft) 62.40 89.90 211.37 Vel Total (ft/s) 11.65 Avg. Vel. (ft/s) 6.38 18.48 3.05 Max Chl Dpth (ft) 7.72 Hydr. Depth (ft) 1.80 7.46 2.19 Conv. Total (cfs) 145679.3 Conv. (cfs) 7176.1 124299.3 14204.0 Length Wtd. (ft) 92.83 Wetted Per. (ft) 62.56 92.58 211.51 Min Ch El (ft) 5302.24 Shear (lb/sq ft) 1.11 4.49 1.36 Alpha 2.17 Stream Power (lb/ft s) 7.09 82.99 4.15 Frctn Loss (ft) 0.28 Cum Volume (acre-ft) 0.43 2.24 0.63 C & E Loss (ft) 0.19 Cum SA (acres) 0.29 0.26 0.26 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5314.53 Element Left OB Channel Right OB Vel Head (ft) 4.57 Wt. n-Val. 0.040 0.030 0.090 W.S. Elev (ft) 5309.96 Reach Len. (ft) 112.00 94.30 66.00 Crit W.S. (ft) 5311.39 Flow Area (sq ft) 112.09 670.45 463.72 E.G. Slope (ft/ft) 0.009934 Area (sq ft) 112.09 670.45 463.72 Q Total (cfs) 14520.00 Flow (cfs) 715.24 12389.03 1415.73 Top Width (ft) 363.66 Top Width (ft) 62.40 89.90 211.37 Vel Total (ft/s) 11.65 Avg. Vel. (ft/s) 6.38 18.48 3.05 Max Chl Dpth (ft) 7.72 Hydr. Depth (ft) 1.80 7.46 2.19 Conv. Total (cfs) 145679.3 Conv. (cfs) 7176.1 124299.3 14204.0 Length Wtd. (ft) 92.83 Wetted Per. (ft) 62.56 92.58 211.51 Min Ch E1 (ft) 5302.24 Shear (lb/sq ft) 1.11 4.49 1.36 Alpha 2.17 Stream Power (lb/ft s) 7.09 82.99 4.15 Frctn Loss (ft) 0.28 Cum Volume (acre-ft) 0.43 2.24 0.63 C & E Loss (ft) 0.19 Cum SA (acres) 0.29 0.26 0.26 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. CROSS SECTION RI VER: Clear Creek REACH: 1 RS: 100 INPUT Description: Station Elevation Data num= 25 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5315 21 5314 38 5313 53 5312 82 5311 100 5310 125 5310 130 5309 160 5308 208 5308 223 5309 258 5310 288 5310 312 5309 318 5307 346 5306.5 368 5306.36 390.24 52 98.05 428 5297 473 5298.04 478 5301.1 494.3 5304.21 642 5310 685 5320 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 0 .05 346 .03 494.3 .1 Bank Sta: Left Right Coeff Con tr. Expan. 346 494.3 .1 .3 CROSS SECTION OUTPUT Profile #PF#1 E.G. Elev (ft) 5310.97 Element Channel Right OB Vel Head (ft) 1.39 Wt. n-Val. 0.030 0.100 W.S. Elev (ft) 5309.59 Reach Len. (ft) Crit W.S. (ft) 5307.00 Flow Area (sq ft) 1394.96 368.56 E.G. Slope (ft/ft) 0.002000 Area (sq ft) 1394.96 368.56 Q Total (cfs) 14520.00 Flow (cfs) 13606.30 473.25 Top Width (ft) 449.89 Top Width (ft) 148.30 137.13 Vel Total (ft/s) 7.30 Avg. Vel. (ft/s) 9.75 1.28 Max Chl Dpth (ft) 12.59 Hydr. Depth (ft) 9.41 2.69 Conv. Total (cfs) 324648.9 Conv. (cfs) 304219.8 10581.2 Length Wtd. (ft) Wetted Per. (ft) 150.98 137.23 Min Ch El (ft) 5297.00 Shear (lb/sq ft) 1.15 0.34 Alpha 1.67 Stream Power (lb/ft s) 11.25 0.43 Frctn Loss (ft) Cum Volume (acre-ft) C & E Loss (ft) Cum SA (acres) 5315 710 Left OB 0.050 224.82 224.82 440.45 164.47 1.96 1.37 9847.8 164.93 0.17 0.33 Warning: Divided flow computed for this cross-section. Note: Hydraulic jump has occurred between this cross section and the previous upstream section. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5310.97 Element Left OB Channel Right OB Vel Head (ft) 1.39 Wt. n-Val. 0.050 0.030 0.100 W.S. Elev (ft) 5309.59 Reach Len. (ft) Crit W.S. (ft) 5307.00 Flow Area (sq ft) 224.82 1394.96 368.56 E.G. Slope (ft/ft) 0.002000 Area (sq ft) 224.82 1394.96 368.56 Q Total (cfs) 13606.30 473.25 Top Width (ft) 148.30 137.13 Vel Total (ft/s) 9.75 1.28 Max Chl Dpth (ft) 9.41 2.69 Conv. Total (cfs) 304219.8 10581.2 Length Wtd. (ft) 150.98 137.23 Min Ch E1 (ft) 1.15 0.34 Alpha 11.25 0.43 Frctn Loss (ft) C & E Loss (ft) 14520.00 Flow (cfs) 440.45 449.89 Top Width (ft) 164.47 7.30 Avg. Vel. (ft/s) 1.96 12.59 Hydr. Depth (ft) 1.37 324648.9 Conv. (cfs) 9847.8 Wetted Per. (ft) 164.93 5297.00 Shear (lb/sq ft) 0.17 1.67 Stream Power (lb/ft s) 0.33 Cum Volume (acre-ft) Cum SA (acres) Warning: Divided flow computed for this cross-section. Note: Hydraulic jump has occurred between this cross section and the previous upstream section. SUMMARY OF MANNING'S N VALUES River:Clear Creek Reach River Sta. nl n2 n3 1 1200 .04 .03 .09 1 1100 .03 .03 .09 1 1000 .04 .03 .09 1 900 .05 .03 .07 1 800 .04 .03 .06 1 700 .03 .03 .07 1 600 .04 .03 .06 j 1 500 .04 .03 .09 1 400 .04 .03 .09 1 300 .04 .03 .1 1 235 .05 .03 .1 1 200 .04 .03 .09 1 100 .05 .03 .1 SUMMARY OF REACH LENGTHS River: Clear Creek Reach River Sta. Left Channel Right 1 1200 84 103 108.4 1 1100 106 92 91 1 1000 126 98 95 1 900 168 95.8 68 1 800 122 96.5 78.5 1 700 149 115 88 1 600 665 105 136 1 500 97 100 108 1 400 91.6 93 108 1 300 67 63 62.6 1 235 35.2 35.2 35.2 1 200 112 94.3 66 1 100 Profile Output Table - Standard Table 1 Reach River Sta Q Total Min Ch E1 W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) 1 100 14520.00 5297.00 5309.59 5307.00 5310.97 0.002000 9.75 1988.34 449.89 0.56 1 100 14520.00 5297.00 5309.59 5307.00 5310.97 0.002000 9.75 1988.34 449.89 0.56 1 200 14520.00 5302.24 5309.96 5311.39 5314.53 0.009934 18.48 12466.26 363.66 1.19 1 200 14520.00 5302.24 5309.96 5311.39 5314.53 0.009934 18.48 1246.266 363.66 1.19 1 235 14520.00 5303.04 5312.35 5312.83 5314.99 0.005724 15.45 1909.20 521.75 0.92 1 235 14520.00 5303.04 5312.35 5312.83 5314.99 0.005724 15.45 1909.20 521.75 0.92 1 300 14520.00 5303.06 5313.02 5313.50 5315.36 0.005010 15.09 2065.18 715.32 0.87 1 300 14520.00 5303.06 5313.02 5313.50 5315.36 0.005010 15.09 2065.18 715.32 0.87 1 400 14520.CC 5302.90 5314.06 5314.06 5315.81 0.003617 13.54 2181.8_ 656.21 0.74 1 400 14520.C0 5302.90 5314.06 5314.06 5315.81 0.003617 13.54 2181.81 656.21 0.74 1 - 500 14520.CC 5302.85 5315.44 5316.12 0.001415 9.14 3526.81 626.22 0.47 1 500 14520.CC 5302.85 5315.44 5316.12 0.001415 9.14 3526.91 626.22 0.47 1 600 14520.CC 5302.83 5315.71 5316.26 0.001121 8.29 3476.2? 688.68 0.42 1 600 14520."0 5302.83 5315.71 5316.26 0.001121 8.29 34766.28 688.68 0.42 ARVADA EXCAVATING CO. FLOODWAY DATA ARVADA EXCAVATING CO. NEW CHANNEL DESIGN FLOODPLAIN, FLOODWAY AND CHANNEL PROFILE ARVADA EXCAVATING CO. FLOODWAY 3 D VIEW OF FLOODWAY N _R C R d d J]0_ ' d N O© C t R w C l~ O T f6 0 0 0 O o LL m 3 c o C LL Ca C N ARVADA EXCAVATING CO. FLOODWAY TABLES °I °I Io0iI 1°10"1 10"1°1 1°101 lolol IoIol lolol 10101 Io1o1 Iolo1 lolo Q Q O p M r m n 0 N O O W O mI O m NO O N N O O S fV (V !n fV QNp O N O 1Ci pO Q O h O r O O O (O O t7 m .N- O m ~ l N m n N Q N mr ON tNp fND N O N m N N S~ ~ r N ~ {p ~(+~J V ID W O O 7 N Q O Q ? h 7 fD O O O O p~ ~ p O M N N m m r V' d' N s¢~{ Q pN~ Q m ~ m O 6 Oi O ! Oi n {Oy t t~ N I~ Q V' m app r O Oi V r G: O) O) ~O Q r lh I f1 t 0 N (O Q lh ~ N ~ N ~ N ~ M N N ~ N ~ N ~ N n w :LLI I': r N N O O O N yy 8{{pp m M N po W O N O O N O O G D ( D N V' O W A N L r IN 1~ m m O d' P N T O Ol N m O O C6 V' W O m C m~ O DI N N O N V N O r ' O A 0 m O f0 N f0 M m Q Of Oml I() 0 ^ A r O i 8 f0 m 0 O C 8 m M 8 8 f0 (O f ~ 8 I 8 8 8 8 e N =8 8 0 8 8 8 8 8 8 8 8 8 9 '0" o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ui p~ N O N N O N p O N N O A N N r p O Q O (p O N p 8 N N CO ( l N (V N N lM N lM CJ Q 'S Q R V V N V N tD m tD I~ m r i!7._~~; i+I m (o VJ (D M ID ID _ ID (D M m (r~ m m m m (n m n ID iD i0" (D m ID M (D u~ u~ _ v~ u~ u~ u~ v~'i :LLI m r Q ~p N ~(J O l Q N N W R I ~ r r A O O N N N Q Q (+0O( m O o O (r (r~~ m m o w m (1 r Q N O C O q m O m o r N N P O N O ! i (D N q r 1 ~ 1~ O O M N N N O l l7 M m f h C M Q Q Q fG ( 6 { (r r~~ ~ N N N _(r~~ (r ( N ( D mD N ( ~ Ifl N N ( O ( a ID _i ( N N N N N N { ~ O N N - m m m (D I ( y 3 : m S S N N P N N r r In m O N N m 8 N Q W 0 O 0 Q Q . W A N ~ 1q pmt m~ p m m~ p ap D~ u~ Ci ~ pq Q Q S p ( oM mp V:.S N N 0 N N 0 o ry o ( y 0 N (ND ( ~ N N ~j m ~j N ( ~J D M N N ( 0" f D ( J D ( h D G V V fD O M m 0 (D O N O n 0 O O (D O m 0 M O M n m O r 0 N O 0 0 m 0 V O O O OR a- (V (V V m N m O O O N O C O I~ O r O n O (O . N N m m m m O M O O O N m N m m O lD N M n N V N n N m m tD M O Q .r O' h^: (D m V N m o M m M ~n c m r o u~ r m m y ~ N m m o M N N (D v m ~ ~ (n n m m N ao Q v N N m ( i rn v y; V m n n M N M ? v m tD N O m O N N m v r N co V m m ° N M N N N - O O m n m V n m LL~ M m n m m m V n 0 M N N ;i O O m m m m n m O m M M N m (o m _ O O I~ O) a> m m 0 cli lh m N N O N C6 V r: N N M m M O N m N M m m N m N V N n N m w: (D m r m M m r v m M m m m n m m W V M N M N M ~ M N M ~ M ~ M ~ M O N O c3' m m M V N O N M r m m N n u~ m M y v7 m r M m n CO m ( _ O N v r~ N m ui ui (o m (o r ad (O co w V n ~ O M m m O V m m r co (n m O 0 m M N m CO V m m m m m (A M m f1 r 04 - OIO lt~ OO OO OO OO OO OO OO OO OO O CD M (p T7 C~ IMI OI (O ~I N% °I $01 %(ON I~IN) ° j MINI I0 M r m d d d U d U d 0 c m a c m IL CO) U W 2 r n m V M O V N M V n M M O V m m N V m m m co N (D r m N O p m m m m N m n r N n r 0 0 N N N M M M M M V M V V ~.m U3 (n (D (n (n (D m m (n (D (n (n m (n m (n m (n (n (D N 'S m m N M N m O (D O N N N O m (D m M O V m (D m m M M (D m m m m N O M r N r co O m N (V N (V (7 fM of v IT (o R ui ui 6 (D M M M M m m M M M M M M M M M M M M M M M (n (D (D (D m m m tD (D (D (D m m m tD m 4i ((i m t U W d Y 0 d U `m m U `m 0 c m a G N a N Q K U W x u m m K s m a V `m a U `m K 0 c m a m a QN K U W Z ARVADA EXCAVATING CO. FLOODWAY CROSS SECTIONS N ~ 9 ~ E ~ IC LL LL N . =©y L W OU) 2 U N v P m W ^ y O V ~ 'L N V ~ T O + y s g N J T t9 g \ ~ O O O LL N ` ' '0 0 0 o cc x c 0 o ° 0 S O m N T O x1 `llj Q' `Crj N c ui N N N (8) UOIIPA813 0 0 ~ N a a ~ a a l ~ i~ i II > > O 1 O O O O m 0 O N C N v Go LL O p N _ C CL O E C " t LL N U c o N O O IA N O N ~ ~ 00 ~ N N W uopenel3 HEC-RAS Plan: Plan 01 River: Clear Creek Reach: 1 118.24 952.69 15.87 5307.97 5307.97 118.26 953.35 15.86 5307.98 5307.97 0.01 592.76 3151.14 4.61 5311.64 5311.64 270.00 1793.82 8.09 5310.98 5311.64 -0.67 452.44 2428.84 5.98 5311.50 5311.50 243.94 1779.37 8.16 5311.12 5311.50 -0.39 380.38 1434.55 10.12 5310.62 5310.62 163.81 1031.92 14.07 5309.92 5310.62 -0.69 485.75 2498.21 5.81 5312.85 5312.85 185.00 1630.38 8.91 5312.88 5312.85 0.02 440.98 1911.46 7.60 5312.77 5312.77 170.00 1386.40 10.47 5312.73 5312.77 -0.04 703.26 3003.61 4.83 5313.57 5313.57 160.00 1572.53 9.23 5313.53 5313.57 -0.04 622.07 2238.87 6.49 5313.39 5313.39 130.00 1118.96 12.98 5312.90 5313.39 -0.49 630.20 2669.56 5.44 5313.86 5313.86 180.00 1851.13 7.84 5314.78 5313.86 0.91 598.32 2211.13 6.57 5313.72 5313.72 160.00 1352.75 10.73 5314.34 5313.72 0.62 558.82 2098.20 6.92 5314.67 5314.67 184.00 1237.39 11.73 5314.42 5314.67 -0.26 623.33 2666.70 5.44 5316.11 5316.11 162.00 1478.96 9.82 5316.66 5316.11 0.55 579.53 1933.77 7.51 531572 5315.72 195.00 1430.99 10.15 5316.46 5315.72 0.74 644.90 2722.00 5.33 5317.09 5317.09 160.00 1207.86 12.02 5316.82 5317.09 0.26 s Q O co O -p Q O O O m O O O r 0 0 N O N N r 0 Q m M m r 0 m O N O O O N N O M O N N N O N M O M N O O M O N O O O W O N N m r O Q O O O m Q r O (O N M M N m (O ~ ~ tU N Q N M ~ Q~ Q ~ r ~ (D ~ O r' O ~ M (O fU m N O N O O Q Q Q M O (h Q tD Q r M m O ap O O m CO m L:. rn <p N (M LLJ O (M r r m O o (V CO N m r (n m m m u~ r (O Q M r Q ` Q M m ~ O N - N r r Q N . U Q.' O O M Q Od M of m N Q Q r O Q (O N r - r M O O N M ~ ~ O O (O W r N r m N OYJ Q M M ~ (V M N O m m m r N m N M m r O (V m : N N M Q r r O N m m O r M m O N (O „O : ' w m r Q O N O m r m O] M M N N O tU O Q O . ~ (fi M M M M M M Q N Q M M O Q Q M N C3. Q co M O r O Q r m Q m O N N O Q r co M O O O m Q m Q m r M 0 o r-~ ui ro m 0 (ri r (o m o of o O (D (O m 0 N OD N O m N O o m Q M r N O (D O r G7 O O r N U. I r 4t 'SN I:. N M 0 LL) N 0 O O O O (D ~n 0 r r 0 m 0 fD N 0 O O Q O O O O O O O Q O O Q O M O O O1') r O O O N O r s O U: N O N O O 0 O 0 mO 0 T7 0 7 0 0 0 0 .Q- 0 N 0 0 M 0 0 N 0 0 N 0 m O U d Y d d U d U `d 0 c d a c m a U W 2 m m (00 (m+1 O C Omi m V Cc W W N (m'~ m (h (h O r c (V (M O r r O r (V O r r (V r m Q m O N N N (D r M r M m 0 (O w N Q m m co m OO m m m r r N O M m m r r M r r a- O O m N N (V N M M M N M Q M Q (n (n (n m u~ (n (c u~ u~ o (n in N o (n (n ~ci m m M td M N O O (D N O r OO r O t0 M O O M M oU O (U m O O (O N m O co r m Q co (V (V N (V O`') M M Q Q Q' V' Q Q On '7 to 6 (o (D M M M M M mm mm M M M M M M M M mm mm (n (n O[J td (I1 On On l/l (C) l(1 On 1(1 Od to On On to (n td LLJ LL) D N ~ 'O m LL LL C (A C ~ j a a c c~ c L r F f O N O O l O O N 0 3 LL II G d O ~ N E LL m o ~ N O V N O N fD Cp QN O ~j OOi ~ ~ N Q N o Q N N N N (4) u01lene13 N N c ~ L C d LL a LL a C fA 2 ~ v y (n U) N p W o 0 0 O O 0 0 N M O O 04 O o °o ? r n co LL ~ Q O O 0 0 c~ 0 0 N N O O O f0 V N O O ~ N O ~ N N C~ C ~ N N N N IA W UOllenal3 OE J I F O O O O r cd o I o 0 ~o 0 O ~ N LL N ~ L o ° o C C LL ~ ° O m 0 0 N O O O N W U01jeAa13 -I N N v d a l a 20-. > > Ri V C I LLl O rO O O I O O N 1 m O o ° m I~ O N LL co y p_ o W c C 0 C LL ~ d N O N O ° O O O O Y~1 ~ N N ~ N (8) UOIIBA013 C N N lL LL C (/1 L y fA >N ~ O w O O r ° fi F o 0 8 o ~ o 1 n Q c m c 0 C C IL ~ N O N V O p N O ~ N N (4) UOPAGG CI G N LL LL N C (A E S N d a a f7 y Jay 2 ~ O p w o n N O O O m O O N 0 O O r o LL n CO U) CL c o LL N ~ N O CO1 O 8 8 O m f0 V N O O O O O ~ N N ~ N N N N ~ ~ N N N (8) uogenal3 O _ .O i ~ ~ I Io O N O Q O O 0 0 O e7 ~ LL 11 Z C N C O. G 0! O E O N 8 O O O O 8 m O ? N O O N O N O O I() Intl N N N N N N (g) uollena13 C N IL IL m G (n N L O d d G~ m I J N1 N I ~ ~ m U c W 0 W 0 0 0 W i 0 0 0 m 0 0 o pO o ~ o W I ~ W O_ c K O C n o W W O O N O O O 8 ~p y W W V N O O ~ p O 8` N N N N W N (8) UOIWAO13 C N N a L C LL LL C f4 a a a• ~~y v d W W ~ A w r O I W O O r 0 ~ o O 0 O O 0 0 i ? r CL G K O O C LL < ad. d t/l O O C'1 O O m N O S O O N O O Ul N N N (g) UOIIPAal3 d 9 N ~ d C L LL LL (q j d d d a y J N y ~ ~ O m C W O O O \ O O O O O O O O O 1~ o m ~ LL 11 ~ ~ O' O lr N LL p O O R ~ h O ~ N O O 10 O O O ( ~ ~ y Im th N m (g) UOIWA813 C N ~ N N h d d d ~ ~ U pl O C N > > 6] W i N m m 9 IL LL C [/1 L L d~ ~~y U yd fn fn ~ ~ ~ O J m C 10 O O O LO O O lp O O O O o m r.- LAO-' LL co O O. 3 ~ o LL ~ Q) y Q O 8 O N O m m N m N N (8) uolIP&8G O O n O O (D O O O N P N ~ o 0 00 LL II a Q 3 ~ C o E LL g w w °o m 0 g N O O IU O In O_ l g q~ ICU t~[1 N ~ ~ j ~ (8) u011enGIB C N ~ N W C IL LL C (n G > > m W O O N O ~ O P F I Ir m O ` O O m °o N p ~ O N \ o 00 LL II (/1 a 3 ~ C o E N N 8 m 0 0 0 0 8 0 V N O 0 N a D f ( ~ N m N N N N ~ N Ifs (y) UOIIBA913 C 9 N N a L L" LL LL C fn a n. a Jay. a a h m ~ m ~ J 3 ~j ([I c W 0 0 r 0 m i 0 0 I I °o N a~ o I I I C-4 o0 r o ~ LL 11 ~ CL O S O E LL m N N 8 N Q O S O O O N m O ¢m~ ~ N_ O V pp , c IA N ~ { ~ t ( y ~ Im N N N N (8) uopenal3 N R C LL~ LL C O a a~ ~ ~Y CI y fn (A 3 C ~ m N O w HEC-RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616-4687 (916) 756-1104 X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: temp 8/7/02 Project File : temp8702.prj Run Date and Time: 8/8/02 1:27:20 PM Project in English units PLAN DATA Plan Title: Plan 01 Plan File : c:\HEC\RAS\Arvata\temp8702.p01 Geometry Title: Arvata Excavating Flood plain Geometry File': c:\HEC\RAS\Arvata\temp8702.g02 Flow Title : Flow 01 Flow File : c:\HEC\RAS\Arvata\temp8702.f01 Plan Summary Information: Number of: Cross Sections = 14 Mulitple Openings = 0 Culverts = 0 Inline Weirs = 0 Bridges = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculaton tolerance = 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Program Selects Appropriate method Computational Flow Regime: Mixed Flow Encroachment Data Equal Conveyance = False Left Offset = 0 Right Offset = 0 River = Clear Creek Reach = 1 RS Profile Method Valuel Value2 1200 PF 2 1 350 510 1100 PF 2 1 245 440 1000 PF 2 1 450 612 900 PF 2 1 526 710 800 PF 2 1 420 580 700 PF 2 1 380 560 600 PF 2 1 380 510 500 PF 2 1 240 400 400 PF 2 1 380 550 300 PF 2 1 375 560 235 PF 2 1 310 510 200 PF 2 1 280 550 100 PF 2 1 210 480 GEOMETRY DATA Geometry Title: Arvata Excavating Flood plain Geometry File : c:\HEC\RAS\Arvata\tempB702.g02 CROSS SECTION RIVER: Clear Creek REACH:1 RS: 1200 INPUT Description: last station-added twp negitive stations from Future Emg Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -74.9 5318 0 5315.4 158 5315 170 5314 175 5314 180 5313 390 5312 403 5311 409 5310 415 5309.16 452 5306.07 458.11 5306.07 485.93 5307.43 510.46 5311.2 513.33 5312 550 5313 570 5314 580 5315 592 5316 608 5320 Manning's Sta -74.9 Bank Sta: Expan. .3 n Values n Val Sta .04 390 Left Right 390 513.33 num= 3 n Val Sta n Val .03 513.33 .04 Lengths: Left Channel Right Coeff Contr. 84 103 108.4 1 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 5317.85 Element Left OB Channel Right OB Vel Head (ft) 0.77 Wt. n-Val. 0.040 0.030 0.040 W.S. Elev (ft) 5317.09 Reach Len. (ft) 84.00 103.00 108.40 Crit W.S. (ft) 5314.98 Flow Area (sq ft) 1366.15 1068.75 287.09 E.G. Slope (ft/ft) 0.001673 Area (sq ft) 1366.15 1068.75 287.09 Q Total (cfs) 14520.00 Flow (cfs) 4426.28 9098.25 995.48 Top Width (ft) 644.90 Top Width (ft) 438.55 123.33 83.01 Vel Total (ft/s) 5.33 Avg. Vel. (ft/s) 3.24 8.51 3.47 Max Chl Dpth (ft) 11.02 Hydr. Depth (ft) 3.12 8.67 3.46 Conv. Total (cfs) 355003.3 Conv. (cfs) 108219.2 222445.5 24338.6 Length Wtd. (ft) 98.49 Wetted Per. (ft) 438.73 124.07 83.28 Min Ch E1 (ft) 5306.07 Shear (lb/sq ft) 0.33 0.90 0.36 Alpha 1.74 Stream Power (lb/ft s) 1.05 7.66 1.25 Frctn Loss (ft) 0.23 Cum Volume (acre-ft) 16.98 32.52 13.73 C & E Loss (ft) 0.10 Cum SA (acres) 8.25 3.31 3.90 Warning: The velocity head has changed by more than 0.5 ft (0. 15 m). This may indicate the need for additional c ross sections. Warning: The conveyan ce ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4 . This may indicate the need for additional cross sect ions. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5319.31 Element Left OB Channel Right OB Vel Head (ft) 2.48 Wt. n-Val. 0.040 0.030 W.S. Elev (ft) 5316.82 Reach Len. (ft) 84.00 103.00 108.40 Crit W.S. (ft) 5315.88 Flow Area (sq ft) 189.10 1018.76 E.G. Slope (ft/ft) 0.004304 Area (sq ft) 189.10 1018.76 Q Total (cfs) 14520.00 Flow (cfs) 1206.68 13313.32 Top Width (ft) 160.00 Top Width (ft) 40.00 120.00 Vel Total (ft/s) 12.02 Avg. Vel. (ft/s) 6.38 13.07 Max Chl Dpth (ft) 10.75 Hydr. Depth (ft) 4.73 8.49 Conv. Total (cfs) 221325.2 Conv. (cfs) 18393.2 202932.0 Length Wtd. (ft) 101.37 Wetted Per. (ft) 44.63 126.32 Min Ch El (ft) 5306.07 Shear (lb/sq ft) 1.14 2.17 Alpha 1.11 Stream Power (lb/ft s) 7.26 28.32 Frctn Loss (ft) 0.42 Cum Volume (acre-ft) 2.90 31.58 3.74 C & E Loss (ft) 0.02 Cum SA (acres) 0.98 3.11 0.66 CROSS SECTION RIVER: Clear Creek REACH: 1 RS: 1100 INPUT Description: Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -175 5320 -174.9 5316 0 5315.3 75 5314 175 5313 275 5312 275 5311 285 5309 290 5306.74 312 5305.5 325 5305.16 339 5305.5 360.8 5309.34 385 5310 448 5311 474 5315 481 5320 Manning's n Values num-- 3 Sta n Val Sta n Val Sta n Val -175 .03 290 .03 360.8 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 290 360.8 106 95 91 •1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 5317.52 Element Left OB Channel Right OB Vel Head (ft) 1.80 Wt. n-Val. 0.030 0.030 0.060 W.S. Elev (ft) 5315.72 Reach Len. (ft) 106.00 95.00 91.00 Crit W.S. (ft) Flow Area (sq ft) 737.07 650.54 546.16 E.G. Slope (ft/ft) 0.003846 650.54 546.16 Q Total (cfs) 14520.00 8719.12 2373.43 Top Width (ft) 579.53 70.80 114.21 Vel Total (ft/s) 7.51 13.40 4.35 Max Chl Dpth (ft) 10.56 9.19 4.78 Conv. Total (cfs) 234119.9 140586.8 38269.1 Length Wtd. (ft) 96.88 71.38 114.76 Min Ch E1 (ft) 5305.16 2.19 1.14 Alpha 2.06 29.33 4.97 Frctn Loss (ft) 0.26 30.49 12.69 C & E Loss (ft) 0.28 3.08 3.66 Area (sq ft) 737.07 Flow (cfs) 3427.44 Top Width (ft) 394.53 Avg. Vel. (ft/5) 4.65 Hydr. Depth (ft) 1.87 Conv. (cfs) 55263.9 Wetted Per. (ft) 395.75 Shear (lb/sq ft) 0.45 Stream Power (lb/ft s) 2.08 Cum Volume (acre-ft) 14.95 Cum SA (acres) 7.44 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveya nce ratio (upstrea m conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sec tions. CROSS SECTION OUTPUT Profile #PF 2 E.G. Elev (ft) 5318.87 Element Left OB Channel Right OB Vel Head (ft) 2.41 Wt. n-Val. 0.030 0.030 0.060 W.S. Elev (ft) 5316.46 Reach Len. (ft) 106.00 95.00 91.00 Crit W.S. (ft) Flow Area (sq ft) 231.96 703.23 495.80 E.G. Slope (ft/ft) 0.003926 Area (sq ft) 231.96 703.23 495.80 Q Total (cfs) 14520.00 Flow (cfs) 1992.77 10030.28 2496.95 Top Width (ft) 195.00 Top Width (ft) 45.00 70.80 79.20 Vel Total (ft/s) 10.15 Avg. Vel. (ft/s) 8.59 14.26 5.04 Max Chl Dpth (ft) 11.30 Hydr. Depth (ft) 5.15 9.93 6.26 Conv. Total (cfs) 231720.8 Conv. (cfs) 31802.1 160070.6 39848.2 Length Wtd. (ft) 95.32 Wetted Per. 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Q CC x /+W V i• F 9 LL- r r 1 Case No.: App: Last Name: App: First N ame: Owne r: Last Name: Owner: First Nam e: App Addre ss: City, State Z ip: App: Pho ne: Owner Address: CitylSt ate/Zip: Owner Phone: Project Address: Street Name : Ci ty/State, Zip: Case Disposition: Project Planner: File Lo cation: Not es: Follow- Up: WF0 206 Quarter Section Map N Mike Ursetta Related Cases: c/o Amex Properties Inc. Case Histor y: Frvada Excavating Co, I P.O. Box 1234 Review Body: rvada, CO 80001 APN: W 2nd Revie w Body: 2nd Review Date Decision-making Body o.: SW14 J. Appro vallDenial Date: I-70 & 48th Avenue heat Ridge, CO 80033 Re so/Ordinance No.: Conditions of Approval: [White dive District: 11 Date Rec eived: 11115/2002 Pre-App Date: I OF WHEgT City of Wheat Ridge Po Planning and Development Department U m Memorandum TO: Scott D. Staples, City Manager FROM: Alan White, Planning and Development Director SUBJECT: Arvada Excavating DATE: July 23, 2001 Arvada Excavating owns property north of Clear Creek north of Johnson Park. The property was purchased by Arvada Excavating in November 1993 after receiving a letter signed by the Planning Director in October 1993. This letter stated that using the property for repair and storage of excavation equipment was a use by right on the property. This is essentially a contractor's storage yard which, under both the code in effect in 1993 and the new code, is a special use. Arvada Excavating has been using this property as an auxiliary storage yard, but now plans to move their entire operation to this location. I have talked to Jerry Dahl about this situation and he has informed me that we will have to allow the use on the property, even though it is listed as a special use in the code. There is a significant amount of case law that says the City must honor the statement of the previous director that the proposed use is allowed. The property was purchased by Arvada Excavating in reliance upon that statement. The City now cannot say it's not allowed, especially since the property has been used for that purpose since its purchase. Any denial of the use of the property for a contractor's yard would be taken to court, where we would lose. There are other issues that may inhibit Arvada Excavating from using this property as planned. A Class II floodplain permit will be required to be approved by the BOA and a possible right-of- way vacation approved by Council may be requested. CAMyFites\WPFiles\ProjecC\wada ex avating.wpd Jul. 10 01 04:03p RRVRDR EXC (3031 422-1933 p.1 P.O. BOX 1234 ARVADA, COLORADO 80001-1234 303-422-1822 PAX 305-422-1933 FAX COVER LETTER DATE: TO: IiUih+c.. ~ F--N%4 j~j j P" Fax NTTMRFP- 235_ ZS 'r FRONT: I I - k4lwd MESSAGE: QF OF ~1-t-4 5 rc To L.L. M s. E THIS FAX CONSISTS OF Z PAGES INCLUDING THE COVER LETTER. PLEASE CALL IF INFORMATION IS INCOMPLETE OR UNCLEAR. OUR PHONE NUMBER IS (303) 422-1822 AND OUR FAX IS (303) 4221933. EARTHMOVING CONTRACTORS Ju1.10 01 04:04p ARVADA EXC (3031 422-1933 JazaLAl~. GJZavECtu7 REAL EF>iE SERVICES October 21, 1993 Mr. Glen Gidley Planning Director, Department of Community Development CITY OF WHEAT RIDGE 7500 West 29th Avenue Wheat Ridge, Colorado 80034 RE: "Flanagan Ready Mix" Property SWC I-70 & Wadsworth Blvd Dear Glen: I am representing Arvada Excavating, Inc. in their negiotations for the acquisition of the captioned property. This firm is currently located at 7807 West Grandview Ave. in Arvada; and is a general construction firm. Their indended use- age of the "Flanagan Ready Mix" property is identical to their current location, that is corporate offices, maintenance and repair of equipment and yard storage of same. The purpose of this letter is to confirm that their intended useage of the property, as described is considered a "use by right" under the property's current zoning. As you are aware, currently there is a concrete batch plant and related facilities on the property, and 1 am advised that these will be removed, to facilitate the construction and development of the property for Arvada Excavating's occupancy. Very truly, DONAED T Real s Donalii'~JBroker TODD AND Bien G1gNey, Plannin Department of Commun CITY of WHEAT RIDGE, p.2 Current Zoning is: , this ~of October, 1993 rector Development 1250 HUMBOLDT N804 DENVER. CO 80218 303-831.8980 ZONING AND DEVELOPMENT (b) Thirty (30) feet where the height of the building does not exceed thirty- five (35) feet, and where the front setback area is completely land- scaped, exclusive of ingress/egress drives on either side of a structure. (c) Structures on lots which abut Sheridan Boulevard, Wadsworth Bou- levard, Kipling Street, Ward Road north of West 44th Avenue, and Youngfield Street shall be setback a minimum of fifty (50) feet. (6) Side yard setback. Based upon the specific site, adjacent land use and adjacent pub- lic streets, one (1) or more of the following requirements shall apply: (a) Five (5) feet per story minimum, except a zero setback may be permit- ted where structures are constructed of masonry or nonflammable mate- rial and in accordance with the Uni- form Building Code. (b) In all cases, thirty (30) feet where adjacent to a dedicated public street. (c) In addition to building setback as required by subsection (a) above, where a side yard abuts property zoned residential, or where zoned Agricultural and there is a residen- tial structure within fifteen (15) feet of the commercial property, a five- foot-per-story landscaped buffer, plus a six-foot-high solid decorative wall or fence, shall be required between the building and the property line. (7) Rear yard setback. Based upon specific site, adjacent land use and adjacent pub- lic streets, one (1) or more of the following shall apply: (a) Ten (10) feet for a one-story building and an additional five (5) feet per each additional story thereafter. (b) In all cases, any rear yard which abuts a public street shall have a minimum setback of fifteen (15) feet for all structures. (c) In all cases, any rear yard which abuts a public alley shall have a § 26-24 minimum setback for all structures of five (5) feet from the edge of the alley. (d) In addition to building setback as required by subsection (a) above, where a rear yard abuts property zoned residential, or where zoned Agricultural and there is a residen- tial structure within fifteen (15) feet of the commercial property, a five- foot-per-story landscaped buffer, plus a six-foot-high solid decorative wall or fence, shall be required between the building and the property line. (8) Parking requirements. See section 26-31. (9) Landscape requirements. See section 26- 32. (10) Fencing requirements. See section 26- 30(I). (11) Sign requirements. See Wheat Ridge Code of Laws, Chapter 26, Article IV. (Ord. No. 1989-801, § 4, 7-24-89; Ord. No. 1990- 827, § 1, 4-9-90; Ord. No, 1993-945, § 2, 12-13-93; Ord. No. 1994-978, § 2, 10-10-94; Ord. No. 1994- 981, § 1, 11-14-94; Ord. No. 1995-993, § 2, 3-27-95; Ord. No. 1996-1052, § 3, 10-14-96; Ord. No. 1996- 1053, § 2, 10-14-96) Sec.,26724. Light Industrial District (I) (A) Intent and Purpose. The intent of this district is to permit the use of previous Industrial (I)-zoned property for commercial and light indus- trial uses. Rezoning to Industrial (I) Zone District classification shall not be permitted; however, existing Industrial (I)-zoned property may be de- veloped and used in accordance with provisions set forth herein. (B) Permitted Principal Uses: No building or land shall be used and no building shall be hereafter erected, converted or structurally al- tered unless otherwise provided herein except for one (1) or more of the following uses: (1) Any use permitted in the Commercial- One District (C-1) or Commercial-Two Dis- trict (C-2) as a permitted principal use. Supp. No. 18 1741 C Z § 26-24 WHEAT RIDGE CITY CODE (C) Permitted Accessory Uses and Accessory (b) Buildings: (1) Electric transmission or other public util- ity lines and poles, irrigation channels, storm drainage facilities, and water sup- ply facilities, and other similar facilities. (2) One (1) residential living unit within a commercial building. (3) Outside display or storage subject to the following: (a) Merchandise, material or stock for sale or rent may be displayed or stored within ten (10) feet of the front of buildings without being screened, except that required park- ing spaces or fire lanes shall not be used for such outside display or stor- age. (b) Merchandise, material or stock may be stored or displayed behind the front of buildings within side or rear yards only where completely screened from adjacent properties and streets by a six-foot-high opaque wall or fence. Merchandise, material and stock shall not be stacked to a height greater than the height of the screen- ing fence. (c) The above shall not apply to opera- ble automobile or light-duty truck rental and sales lots, planted or pot- ted nursery stock, plant and produce sales, boat and camper sales lots, or mobile home and structure sales lots, except that required parking spaces and fire lanes shall not be used for storage or display. (4) Storage buildings, sheds, garages, work- shops and other similar structures when accessory to the primary use. (5) Temporary Christmas tree, produce and bedding plant sales lots are permitted on undeveloped parcels or upon developed parcels, subject to the following require- ments: (a) Temporary sales lots shall be permit- ted for no more than ninety (90) days. If located upon a parcel which is occupied by a primary use, the tem- porary sales area shall not occupy required parking spaces or fire lanes and shall not be located within the required sight distance triangle of the intersection of two (2) streets. (c) If located upon an undeveloped par- cel, adequate off-street parking area for the use must be provided. (d) Temporary fences, signs, structures and other improvements associated with the use shall meet all zoning and building code requirements. (e) No such temporary sales lot shall occupy a parcel without first having received an administrative tempo- rary use permit, business license, sales tax licenses, and building per- mit(s) as may be required by the City of Wheat Ridge. (D) Conditional Uses: The following uses shall be permitted only upon approval of the Wheat Ridge Planning Commission, following proce- dures as set forth in section 26-6(A): (1) Electric transmission substation (E) Special Uses: The following uses shall be permitted only upon approval of the Wheat Ridge Planning Commission and city council, following procedures as set forth in section 26-6(B); all special uses shall be subject to the performance standards as set forth in subsection (G) hereof: (1) Itinerant sales of any item permitted in this district upon a parcel which is vacant or occupied by a permanent principal per- mitted use; provided, however, that such itinerant sales do not occupy required parking space or fire lanes, do not occupy the sight distance triangle required at the intersection of two (2) streets if on a corner property, are set back at least ten (10) feet from all property lines, and do not exceed thirty (30) days' occupancy of the same property. In addition, only one (1) itinerant merchant may occupy a prem- ises at any time. (2) (a) Parking of more than three (3) com- Supp. No. 18 1742 ZONING AND DEVELOPMENT § 26-24 mercial truck-tractors and/or semi- (b) When used in this section, the fol- trailers on any parcel or lot, where lowing words shall have the follow- such vehicles are not related to the ing meanings: transportation needs of the business 1. "Truck-tractor" means any mo- conducted thereon, shall require ap- for vehicle which is generally proval of a special use permit. In and commonly designed and order to evaluate the proposal, the used to draw a semitrailer and applicant shall submit a site plan its cargo load over the public which adequately illustrates loca- highways. tion and size of all parking spaces 2. "Semitrailer" means any and drive isles, and direction of traf- wheeled vehicle, without mo- fic flow, and which shows the pro- tive power, which is designed to posed parking relative to existing be used in conjunction with a structures on and adjacent to the truck-tractor so that some part site, to adjacent streets, and which of its own weight and that of its shows point of ingress/egress to the cargo load rests upon or is car- site. The intent of this provision is to ried by such truck-tractor and limit those areas in which truck- which is generally and com- tractors and/or semitrailers used in monly used to carry and trans- commercial ventures may be parked port property over the public and is not intended to apply to any highways. noncommercial use of such truck- 3. Any of said vehicles shall be tractors and/or semitrailers. Park- considered commercial when uti- ing lot design shall meet the stan- lized with or as a part of a dards for truck-tractors and commercial venture. semitrailers as specified in section (c) Any property upon which a special 26-31, Off-Street Parking Require- use permit is granted pursuant to ments. subsection (2)(a) above shall be con- In addition, the applicant shall sub- spicuously posted to indicate the au- mit a report which addresses the thorization for the parking of com- following: mercial truck-tractors and/or 1. Traffic impact to adjacent and semitrailers thereon. It shall be a surrounding street systems; violation of this Code of Laws for any 1 Noise generated on the subject commercial truck-tractor and/or semi- site and proposed methods of trailer to be parked or stored upon mitigating its off-site effects; property not so posted. Any commer- cial truck-tractor and/or semitrailer parked in violation of the provisions development and the relation- hereof shall be subject to the provi- ambient air pollution with ship of section 13-2 of the Code of surrounding area. Pro- in the Law Laws. posed methods of controlling or reducing air pollution that are (3) Commercial wholesale greenhouses. part of the development con- (4) Manufacturing, processing, warehousing cept shall be described; and or a combination thereof of the following: 4. Compatibility with adjacent (a) Instruments of professional, scien- land uses and proposed meth- tific, photographic, optical and other ods of assuring compatibility, similar uses. such as screening, landscaping, (b) Electrical machinery, equipment and setback of orientation. supplies. Supp. No. 18 1743 § 26-24 WHEAT RIDGE CITY CODE (c) Fountain and beverage dispensing equipment. (d) Plywood, furniture and similar wood products. (e) Small items, such as toys, clocks, jewelry, fountain pens, pencils and plastic products. (f) Transportation equipment. (g) Candy. (h) Foods (processing and/or canning). W Glass and glass products. (j) Other similar uses. (5) Printing, engraving and other related re- production processes. (6) Custom fabrication. (7) Research laboratories, offices and other facilities for research, both basic and ap- plied, conducted by or for any individual, organization or concern, whether public or private. (8) Retail sales of any commodity that is manufactured, processed or fabricated only on the premises; and equipment, supplies and materials designed especially for use in agriculture, mining, industry, business, transportation, building and other con- struction. (9) Repair, rental and servicing of any com- modity that the manufacture, fabrication, processing or sale of which is permitted in the district. (10) Schools for industrial or business train- ing. (11) Railroad facilities exclusive of yard, main- tenance and fueling facilities. Lot lines abutting railroad rights-of-way shall have constructed upon them a fence of mini- mum height of six (6) feet. (12) Operations required to maintain or sup- port any use permitted on the same tract or lot as a permitted use, such as mainte- nance shops, power plants, machine shops, and the keeping of security animals. (13) Terminals for public transit vehicles (14) Broom factory. (15) Cabinet and woodworking shops. (16) Carting, express, hauling or storage yard. (17) Carpet cleaning and fumigating. (18) Cereal mills. (19) Cheese factory. (20) Contractor's plant or storage yard. (21) Electrical motors and armature re-grind- ing shops. (22) Film developing plants. (23) Ice plants. (24) Stone cutting or polishing works. (25) Warehousing and outside storage in accor- dance with subsection (G)(2) hereof. (26) Manufacture of vaccines, serums and tox- ins; provided, that an antidote exists and is readily available for such vaccine, se- rums or toxins; provided, further, that approval of such manufacture is received from the state department of health and the county health department. (27) Outside storage of vehicles or parking of garbage trucks, when entirely enclosed within an opaque fence. Auto salvage busi- nesses or junk yards are not allowed within this subsection. (28) Kennels. (29) Manufacturing, fabrication and/or process- ing of concrete products. (30) Mortuaries and crematories. (31) Other similar uses approved by city coun- cil. (F) Uses Prohibited. Due to the limited area available for the following uses and the proximity to residential uses, the following uses are specif- ically prohibited. In no instance shall any use listed below be interpreted as a similar use to a permitted use: (1) Wholesale or retail sale or storage of the following: (a) Live animals, except for kennels. Supp. No. 18 1744 S 07/11/01 WED 14:44 FAX RECEPTION NO. 93196080 37,00 RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO 11/R9/93 12:00 IF- WARRANTY DEED THIS DEF,p, MaJc lhia yt?TA Jay of NOVEMBER 0 h !I 1993 h`o• FLANAOA`: ^Y-R X LIMITED, A COLORADO LIMITED PAHrlrvRsFTP P Mrh rm,my / I' Shia of colmadn, panto, and ARVEX PROPERTIES, INC. a mrplmtiw organized and eaiating uMer and M1y vinue of dm laws N. IM Sure of (SITI]RADO . I-... wives itgal md¢v n • P o. r~>r i 23~ Aevrstx., e©. ~%,7i WITNFSSlTN, TAnr lhn soar.^.farmo:. ccaeid:in.. a( I'a.um ofD, 000. DV **iir*ia!***neff***fi**R**** ONE HUNDRED SEVENTY THOUSAND AND NO/100 ****fi******:**fifi******fififi,1*fi**fi DOItARS. ! II, rnerecelpleM mRuicncYOfwhicA in nertq acknmvkdged,hupanmd, DargeirsJ, wltl mdcnnacynl, enJgrhex prtxnu'ros bn pant. rgain, xll. mnsTV and em+fm,. un:e:nc g: viii, iu wr.:awn aM aaaignn fortse, a0 ntlM tit pmpeny. loR.aher wnA impmTmrnu, if any. simem, lying and hang in the sous'' f JEFFERSON mJ SUm nra,:madn. Jeat ihd... mm r,. SEE EXHIBIT "Air ATTACHED BERM AND MADE A PART REREOP x rn ~R= L .1'. a.. hy, 7:0+ 4 W'S I- T 48-11i AVENUE, WuKATRjuGE, CO 80033 TOOMIER wish afl and singular Ihr krohlamsma mW Wornoramcs ncmruntn hclrmging nr a lY' appcnaining amt the mcnimt and .r..c.„ r rtmMrdtm. oars". 'saws amt '4k, IhcronL and all tow nlaT, in right. Iitle ^ms.,- 6.im amt Jcwaml whalzvcva or1he ar r gnnlm, tither nliw or Moo, f, .n and m!ht aN- na o"j udh eM bex gl'or' n".nd artunermwcs. TO HAVE AND TO HOLD the said it nnv, ahnr harmnindand dr¢riheaL woo Iht ap,sooom,e,. anon,M emnbq ny. utmsa......_ fmrtoTn Alwohe Rrmurr. hrrnimxll, ho Min,ndprmm,d rtNtxnlaim,JrbtlnxWm. Irani. hmgainanJass :omdwiohthe pamtt ri"mewxmr, ~Rm my gs . a3I m tlx time o!:h; en oling:M Jsnimry of rn(.c prtems. ht is xen xacJ nrshe pxmixs abn4c enovc}ed.lwx gtwd. wrc, pcRm. Mslux arAinJrhxihlt coax nI inRrilarrct, in In. in krsimple. anJ M1aa emd right.. toll p«*rar!d tevfd ~.tci:Ym~.~r.:..:age~:., sc1aN(ansry the sr:1e inmannnamt fnrrn x afmnaM. W Ihal the aarm aT Ire wltltn tram all fumTtard mhn gams. M1ergaim, sales.liers, roves. axcxmcnn. .nCJmluvµ'v's and resrritrinns of whaeaea Asml m nmuT m\ tr, ti(tpl ' 1993 REAL ESTATE TARES AND SUBSEQUENT YEARS, A LIEN NOT YET DUE Ml PAYABLE. Gxcy=C a,az -,,446- me '4,'4 e'a.. C {.,L, f d, The groom shin aml -11 WARRANT AND , aIa, VCR' DcRENO „m onme-lurgained mr ises i ift,iel and leacemle Mnussion ofthc granrtt, imsu....... d xxiEn.. against AlaMescrr pe"nnmperswslmvPoRY da'm'netnewholeornnypsq R.emnE The singolornumlesMll indnde Inc phlml. Ibc plural the singular. and the use of any gm ter shall be opplinhlc m all Icmfrn. IN WTTNM WNF.REOF. The pie., hm asecumd Ihis seed nn tht Jam see (unh alcove. FLANAGAN READY-MIX LDIITEO, A COLORADO LIMITED PARTNERSHIP STATIi Oi' C01DRAlask CITY AND Cnnnt' of DENVER one 1nmR g insrwtnem was xknnrlnl,ol Def- nw A., ny an. a t ArViVisjInn~gnnaia My mmmiui.m carims No. 953. Rer. 1R{, 1YnRnnnYY nISI1 <le ('vTarml.n~Rn lTagnpak MM Maahml NVnama. I'll xLV G.(*..m.11,-Imp A3lLm-3Po 1l nen r. ours < ry and' s My Cc ioissionExpifesMay5,1997 G PARTNER t ~~1 BY: VICTOR A. SERRI, VICE PRESIDENT aa. dmnf lq I' Partnership WITN5g5 my haM eml n(ncixl seal. y a ndFu OF C•C s~ a Q009 07/11/01 WED 14:45 FAX ?-WA.L DESCtIaTIC9 FILE NO. 977963 PAGE 1 OF 2 "EXHIBIT A" PARCEL. 1: 10 010 A PARCEL OF LAND BEITr ALL OF THOSE PARCELS OF LAND AS DESCRIBED IN BOOK 1878 A-' PAGE 89, BOOK 1478 AT PAGE 403, AND BOOK 1358 AT PAGE 226 C THAT PARCEL DESCRIBED IN BOOK 1803 AT PAGE 652, JEFF..iRS(R7 COUNTY RECCPDS, LYING IN THE SST Otg-QuaRTER OF THE SCUIMS ' ONE-QOARTER OF SECTION 14, AND IN THE NK p,T CNE-WIRTER OF THE NORTHWE.T ONE-QUARTER OF' SECTION 23 OF TMIS111P 3 SCXITH, RM E 69 WET OF THE SIXTH IRINCIPAL MERIDIAN, JEFFERSON COUNTY, ODL(HRADO, AND COM+SIDURIt , THE SOUTH LINE OF THE SCUM EFgr 1/4 OF SECTION 14 AS BEMUNS SC[AH 89 DUMUM 44 MINA= 53 SECONDS FAST, MORE PARTICULARLY DESCRIBED AS FOL aJS: CU4M4CING AT THE SOUTAFAST C 30M OF THE SOUMgEST ONE-QUN:T R OF SAID SECTIC?d 14; THENCE SCXTIH 89 DEMUMS 44 MINA-ES 53 SECONDS WEST ALONG THI: SLOTH LINE OF SAID SCTJr%TfST C)NIE-gJARTIR A DISTANM OF 693.18 FEES TO THE POINT OF BEGINNIMX, AT THE SCUM4ES ` CO MM OF SAID BOOK 1478 AT PAGE 403; THENCE NORTH 56 DEGREES 45 MINUTES 19 SE arms FAST ALcrx THE SOUTH LINE OF SAID HOOK 1478 AT PAGE 403 A DISTANCE OF 126.00 FEET TO THE SC(lD4ES+T CORNER OF SAM BOOK 1358 AT PAGE 226; THENCE NORTH 89 DEM E}S 44 MR.*,7TES 53 SECONDS EAST ALCNO Tiff SMITH LINE OF SAID BOOK 1358 AT PAGE 226 A DISTANCE OF 30.00 FEES; T OOivl llutUING ALONG SAID SOUTH LINE NORTH 80 DEL;REFS . 26 RIM= 53 SECONDS FAST A DISPAN= OF 152.07 FEET TO THE FAST LINE OF SAID BOON; 1358 AT PAGE 226; THENCE MM 01 DEMEES 16 KIM)IES 57. SECONDS WEST ALONG SAID EAST LINE A DISTANCE OF 78.75 FEES TO THE SCUSf*RLY LINE OF THAT PARCEL OF LAND DESCRIBED IN BOOR 1803 AT PAGE 652, JEFFERSON CoONTy RECORDS; THENCE NORTH 47 DES 23 MINUTES 26 SECONDS WEST ALONG SAID SOUTHERLY LINE A DISTANCE OF 281.55 FEET TO THE SOUTH RIGHT-OF-MY LINT: OF WEST 48TH AVF53UE AS DESCRIBED IN BOOK 466 AT PAGE 219, JEF'F'ERSON OOUNTTY RECORDS; THENCE SOUTH 52 DM EES 47 MINUTES 14 SECONDS WEST ALONG SAI D SOUTH RIGHT`OF-WAY LINE A DISTANCE OF 501.59 FEES TO A POINT OF CURVE; 710gM ALONG SAID RIGHT OF WAY AND ALONG SAID CURVE TO THE R:IGM, HAVING A CENTRAL AI ..E OF 30 DEMISES 33 MINUTES 34 SECONDS, AND A RADIUS OF 60,.00 FEES, AN ARC DISTANCE OF 321.62 FEET TO A NON--TANGENT LINE TO THE MOST WESTEMY NORTH MOM OF BOCi( 1878 AT PAGE 89; THENCE SOUTH 00 DMM:U S 07 MINJT}O; 34 SECONDS EAST ALONG THE WEST LINE OF SAID BOOK 1878 AT PAGE 89 AND SAID NON-TANGMN; LINE A DISPA.iC M OF 347.34 FEET TO THE SMMMRLY LINE OF THAT PARCEL OF LAND AS DESCRIBED I2;! BOOK 1878 AT PAGE 89, JEFFERSON C WIT RO RCS; THM CE ALCM SAID SUMIERLY LINE THE FOLL MIM THREE (3) COURSES AND DIS : 1) NORTH 58 DDIREES 35 MINAJSFS 34 SECONDS EAST A DISTANCE O;? 298.92 FEET; 2) NORTH 53 DEGREES 44 MIA7TEs 14 SECONDS FAST A DISTANCE CT 192.67 FEET; 3) NORTH 56 DEXREES 40 MINUTES 37 SE)CONDS FATS A DISTANCE C;? 247.35 FEES TO THE POINT- OF BEOlmq=, COUNTY OF JEFFERSON, STATE OF COLORADO. RECEPTION NO. 93196890