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4._SpringDitchFloodStudyHECRAS_09242021
bo o �, � m i N cv cv L Iti LL w v . < M I. _._.__....._.......... - ---......................... . ..... .. .. . __ _. ...._---- -------- ---------------- ----- s�6 to ,::.. N . -a.:•-> L•6_ • s ; :cJ ,, 4 1~ r o CD N F N ' � _ ._. $ y I s. •O �4;. C c0ai -i _..................._____.._.___... .� _...-.._._-...-_-..-...-___._.__._--_—___.__._......_.._. .� N d o :..o - c a s ............... .._ - --.-.-_...--._ Lo m o co s s rn CL L' 0 9'9 to 'ti , ' _..._.._. __. .__-- �•g i '3 n� I g'C s ! y f r � O ..... .. ..- `- S$'4fr L'V i ! ........._,... -- - --�.. ..__._...__..,.._......._....._....._............._........................ ..... ..... ............... ---........ .o o o Ln o to o cv o o rn rn (1j)u0IJenaE�g Springcreek.rep HEC-RAS version 4.0 Beta U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California 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: spring Cr. Project File : springcreek.prj Run Date and Time: 6/19/2007 4:58:41 PM ,, Project in English units / PLAN DATA Plan Title: Plan 03 Plan File : C:\Documents and settings\MRM\My Documents\HEC Data\HEC-RAS\unsteady Examples\springcreek.p03 Geometry Title: Proposed ditch Geometry File : C:\Documents and Settings\MRM\My Documents\HEC Data\HEC-RAS\Unsteady Examples\Springcreek.g03 Flow Title 25 yr and 100 yr flows Flow File C:\Documents and settings\MRM\My Documents\HEC Data\HEC-RAS\Springcreek.f01 Plan summary Information: Number of: Cross sections = 30 Multiple openings = 0 Culverts - 3 Inline Structures = 0 Bridges = 0 Lateral structures = 0 computational information water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 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: Average Conveyance Computational Flow Regime, Mixed Flow Page 1 Springcreek. rep FLOW DATA Flow Title: 25 yr and 100 yr flows Flow File : C:\Documents and Settings\MRM\My Documents\HEC Data\HEC-RAS\Springcreek.f01 Flow Data (cfs) River Reach RS PF 1 PF 2 spring Cr. Main 9.9 36 51 Boundary Conditions River Reach Profile Upstream Downstream Spring Cr. Main PF 1 Normal S = 0.014 Known wS = 4696.45 spring Cr. Main PF 2 Normal 5 = 0.014 Known wS = 4697.49 GEOMETRY DATA Geometry Title: Proposed ditch Geometry File : C:\Documents and Settings\MRM\My Documents\HEC Data\HEC-RAS\Unsteady Examples\Springcreek.g03 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 9.9 INPUT Description: Upper Reach C.S. #1 Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4720. 15 10 4720.15 20 4716 22. 5 4714.86 25. 5 4717.78 39.8 4718. 77 49.8 4718.77 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 25. 5 .04 Bank sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 25 . 5 92.7 95 .8 95 .4 . 1 .3 CROSS SECTION RIVER: spring Cr. REACH: Main RS: 9.8 INPUT Description: Upper Reach C.S. #2 Station Elevation Data num= 8 Page 2 springcreek. rep Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4718.47 10 4718.47 21.2 4715 .27 24.8 4713.46 29.2 4714. 54 3S.1 4714. 71 47. 2 4717.62 57.2 4717.62 Manning' s n values nuM= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .04S 47.2 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 47.2 151.6 149.8 149. 5 . 1 .3 CULVERT RIVER: Spring Cr. REACH: Main RS: 9.75 INPUT Description: S vaquero Crossing Distance from upstream xS = 7 Deck/Roadway width - 35 weir Coefficient = 2.6 upstream Deck/Roadway Coordinates num= 4 Sta Hi . Cord Lo cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 4718.66 25 4718.87 50 4719.01 60 4719.08 Upstream Bridge Cross section Data station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4718.47 10 4718.47 21.2 4715.27 24.8 4713.46 29.2 4714. 54 35.1 4714.71 47.2 4717.62 57.2 4717.62 Manning 's n values num= 3 Sta n Val Sta n val Sta n Val 0 .04 10 .045 47.2 .04 Bank Sta: Left Right Coeff contr. Expan. 10 47.2 .1 .3 Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi cord Lo Cord 0 4718.66 25 4718.87 50 4719.01 60 4719.08 Downstream Bridge Cross section Data station Elevation Data num= 6 Sta Elev Sta Elev sta Elev Sta Elev Sta Elev 0 4716.63 10 4716.63 30.7 4711.26 32. 7 4711.62 50 4714.87 60 4714.87 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 50 .04 Bank Sta: Left Right Coeff Contr. Expan. 10 50 .1 .3 Upstream Embankment side slope - 0 horiz. to 1.0 vertical Downstream Embankment side slope - 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Rage 3 springcreek. rep Elevation at which weir flow begins - Energy head used in spillway design - Spil way height used in design - weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span �J'{,�. :;(;r ;:.: (2, r.' V; Culvert 43 Pipe Arch 3 4.83 FHWA Chart # 35- 18 inch corner radius; Corrugated metal FHWA Scale # 2 - No bevels solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss oef / 7 135 .013 .04 . 5 .7 .9 Upstream Elevation = 4712.85 Centerline Station = 25 Downstream Elevation = 4710.88 Centerline Station = 30. 5 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 9.7 INPUT Description: Upper Reach C.S. #3 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4716.63 10 4716.63 30.7 4711.26 32.7 4711.62 50 4714.87 60 4714.87 Manning' s n values num= 3 Sta n Val Sta n val Sta n Val 0 .04 10 .045 50 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 50 48. 1 56. 5 54. 5 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 9.6 INPUT Description: Upper Reach C.S. #4 Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4716.89 10 4716.89 22 .6 4712.06 24.3 4711.27 27.75 4711.06 30.45 4711.49 43 .75 4716.28 53 .75 4716. 28 manning's n values num= 3 Sta n Val Sta n val Sta n Val 0 .04 10 .045 43.75 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 43.75 550 550 550 .1 . 3 CROSS SECTION Page 4 springcreek. rep RIVER: Spring Cr. REACH: Main RS: 8 .9 INPUT Description : Upper Reach C.S. #5 station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4710.65 10 4710.65 18 4706.8 23.75 4705.8 25.95 4705.86 27. 7 4706.74 36.35 4709.33 46.35 4709.33 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 36. 35 .04 Bank Sta: Left Right Lengths : Left Channel Right Coeff Contr. Expan. 10 36. 35 50 48 50 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 8.8 INPUT Description: upper Reach C.S. #6 Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4709.26 10 4709.16 17.9 4706.29 20.7 4705.89 24.3 4705 .45 28.3 4705.94 30.1. 4706. 74 34.8 4708.68 44.8 4709 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 34.8 .04 Bank Sta: Left Right Lengths : Left Channel Right Coeff Contr. Expan. 10 34.8 109 123.15 120 .1 . 3 CULVERT RIVER: Spring Cr. REACH: Main RS: 8. 55 INPUT Description: C street crossing Distance from Upstream XS = 7 Deck/Roadway width = 31 weir coefficient = 2.6 upstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 4710.25 25 4710. 55 50 4710.85 upstream Bridge Cross section Data station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4709.26 10 4709.16 17.9 4706.29 20.7 4705 .89 24.3 4705 .45 28.3 4705.94 30.1 4706.74 34.8 4708.68 44.8 4709 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 34.8 .04 Page 5 springcreek. rep Bank Sta: Left Right Coeff Contr. Expan. 10 34.8 .1 . 3 Downstream Deck/Roadway coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Card Sta Hi Card Lo Cord 0 4710.25 25 4710. 55 50 4710.85 Downstream Bridge cross section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.4 23 4705.28 23 4703 . 78 27 4703 .78 27 4705 .28 50 4707.4 Manning `s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Coeff contr. Expan. 23 27 .1 .3 ' Upstream Embankment side slope - , 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flaw W A5-' Elevation at which weir flow begins = Energgy head used in spillway design - Spillway height used in design = Weir crest shape = Broad Crested Number of culverts = 1 culvert Name shape Rise Span Culvert #2 Pipe Arch 3 4.83 FHWA Chart # 35- 18 inch corner radius; Corrugated metal FHWA Scale # 2 - No bevels solution Criteria = Highest U.S. EG culvert upstrm Dist Length Top n Bottom n Depth Blacked Entrance Loss Coef Exit Loss Coef 7 110 .013 .04 . 5 •7 .9 Upstream Elevation = 4704.9 Centerline station = 24 Downstream Elevation = 4703.26 Centerline Station = 25 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7.8 INPUT Description: Proposed xS #2 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.4 23 4705 .28 23 4703 .78 27 4703 .78 27 4705.28 50 4707.4 Manning`s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Page 6 Springcreek. rep Bank Sta: Left Right Lengths : Left Channel Right Coeff Contr. Expan. 23 27 76 49.8 20.8 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7. 7 INPUT Description: Proposed xS #3 Proposed xS #3 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.9 23 4704.98 23 4703.48 27 4703.48 27 4704.98 50 4707. 2 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 107.6 49.7 45 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7.6 INPUT Description: Proposed XS #4 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.2 23 4704.68 23 4703.18 27 4703.18 27 4704.68 50 4706.8 Manning' s n values nurn= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 25 35.6 83. 5 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7.5 INPUT Description: Proposed xS #5 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.8 23 4704.38 23 4702.88 27 4702 .88 27 4704. 38 50 4707 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 19.6 50 88.6 .1 . 3 Page 7 Springcreek. rep CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7.4 INPUT Description: Proposed XS 46 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707 23 4704.08 23 4702 . 58 27 4702. 58 27 4704.08 50 4706. 5 manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 151 150 148 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6.9 INPUT Description: Proposed XS #7 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.6 23 4703.19 23 4701.69 27 4701.69 27 4703. 19 50 4706 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Left Right lengths : left channel Right Coeff Contr. Expan. 23 27 55 50 83 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6.8 INPUT Description: Proposed XS #8 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706. 5 23 4702.89 23 4701. 39 27 4701.39 27 4702.89 50 4706.4 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: left Right lengths: Left Channel Right Coeff Contr. Expan. 23 27 65 50 33 .1 .3 CROSS SECTION Page 8 spri ngcreek. rep RIVER: Spring Cr. REACH: Main RS: 6. 7 INPUT Description: Proposed XS #9 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.2 23 4702 . 59 23 4701.09 27 4701.09 27 4702. 59 50 4706.7 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 98 50 30 . 1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6.6 INPUT Description: Proposed XS #10 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.7 23 4702.29 23 4700.79 27 4700.79 27 4702.29 50 4706.9 Manning's n values nurn= 3 Sta n Val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 40 50 89 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6. 5 INPUT Description: Proposed XS #11 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.6 23 4701.99 23 4700.49 27 4700.49 27 4701.99 50 4706.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 89 50 16 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main Rs: 6.4 Page 9 Springcreek. rep INPUT Description: Proposed XS #12 Station Elevation Data num= 6 Sta Elev Sta Elev Sta EleV Sta Elev Sta Elev 0 4705.8 23 4701.69 23 4700.19 27 4700. 19 27 4701.69 50 4705.8 Manning' s n values num= 3 Sta n Val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan . 23 27 300 300 300 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5 .9 INPUT Description: Proposed XS #13 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4702. 5 23 4699.9 23 4698.4 27 4698.4 27 4699.9 50 4702. 5 Manning's n values num= 3 Sta n Val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff contr. Expan. 23 27 79 50 20 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH : Main RS: 5.8 INPUT Description: Proposed XS #14 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701. 5 23 4699.6 23 4698. 1 27 4698.1 27 4699.6 50 4702. 3 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Might Coeff contr. Expan. 23 27 18 50 82 . 1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.7 INPUT Description: Proposed X5 #15 Page 10 Springcreek. rep Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701. 5 23 4699. 3 23 4697.8 27 4697.8 27 4699. 3 50 4702 manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 19 50 86 . 1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.6 INPUT Description: Proposed xS #16 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.4 23 4699 23 4697. 5 27 4697. 5 27 4699 50 4700. 7 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 35 50 63 .1 . 3 CROSS SECTION RIVER: spring Cr. REACH: Main RS: 5. 5 INPUT Description: Proposed XS #17 Station Elevation Data num= 6 Sta EleV Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.4 23 4698.7 23 4697.2 27 4697.2 27 4698.7 50 4701 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan . 23 27 54 43 . 5 33 . 1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.4 INPUT Description : Proposed xs #18 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.6 23 4698.44 23 4696.94 27 4696.94 27 4698.44 Page 11 Springcreek. rep 50 4701.2 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 59 43. 5 28 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5 . 35 INPUT Description: Culvert xS station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.3 23 4698.18 23 4696.68 27 4696.68 27 4698. 18 50 4701.1 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 15 18.3 30 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.3 INPUT Description: Proposed xS #19 Station Elevation Data num= 6 Sta Elev Sta Elev sta Elev Sta Elev Sta Elev 0 4701.3 23 4698.09 23 4696. 59 27 4696, 59 27 4698.09 50 4701.2 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 135 135 135 .1 . 3 CULVERT RIVER: Spring Cr. REACH: Main RS: 4.85 INPUT Description: N vaquero Crossing Distance from upstream xS = 7 Deck/Roadway width = 35 weir Coefficient = 2 .6 upstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Page 12 Springcreek. rep 0 4701.19 25 4701.4 50 4701.81 upstream Bridge Cross Section Data Station Elevation Data nuin= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701. 3 23 4698.09 23 4696. 59 27 4696. 59 27 4698.09 50 4701.2 Manning' s n values num= 3 Sta n val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Coeff Contr. Expan. 23 27 .1 .3 Downstream Deck/Roadway coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 4701.19 25 4701.4 50 4701.81. Downstream Bridge Cross section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701 23 4697.22 23 4695.72 27 4695.72 27 4697.22 50 4699.2 manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Coeff Contr. Expan. 23 27 .1 .3 upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design T Spillway height used in design = weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Pipe Arch 3 4.83 FHwA Chart # 35- 18 inch corner radius; corrugated metal FHWA Scale # 2 - No bevels Solution Criteria = Highest U.S. EG Culvert upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 7 120 .013 .04 . 5 .7 .9 Upstream Elevation = 4696.05 Centerline Station = 25 Downstream Elevation = 4695.33 Centerline station = 25 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 4.8 Page 13 springcreek. rep INPUT Description: Proposed xS #21 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701 23 4697. 22 23 4695.72 27 4695 .72 27 4697. 22 50 4699.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 77 49 23 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 4. 7 INPUT Description: Proposed xS #22 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4700.6 23 4696.88 23 4695.38 27 4695 . 38 27 4696.88 50 4700.1 manning's n values num= 3 Sta n Val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 135 144 146 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 3.9 INPUT Description: Proposed XS #23 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4699.2 23 4696.01 23 4694. 51 27 4694. 51 27 4696.01 50 4698.1 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 63 48 33 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 3 .8 INPUT Description: Proposed xS #24 station Elevation Data num= 6 Page 14 Springcreek. rep Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4698. 2 23 4695.72 23 4694.22 27 4694.22 27 4695.72 50 4697. 5 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Left Right lengths: Left Channel Right coeff Contr. Expan. 23 27 44 48 49 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 3.7 INPUT Description: Proposed xS #25 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4697. 5 23 4695.43 23 4693.93 27 4693.93 27 4695.43 50 4697 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Left Right Lengths: heft channel Right Coeff Contr. Expan. 23 27 10 10 10 .1 . 3 SUMMARY OF MANNING'S N VALUES River:Spring Cr. Reach River Sta. n1 n2 n3 Main 9.9 .04 .045 .04 Main 9.8 .04 .045 .04 Main 9.75 culvert Main 9.7 .04 .045 .04 Main 9.6 .04 .045 .04 Main 8.9 .04 .045 .04 Main 8.8 .04 .045 .04 Main 8. 55 Culvert Main 7.8 .04 .045 .04 Main 7.7 .04 .045 .04 Main 7.6 .04 .045 .04 Main 7. 5 .04 .045 .04 Main 7.4 .04 .045 .04 Main 6.9 .04 .045 .04 Main 6.8 .04 .045 .04 Main 6.7 .04 .045 .04 Main 6. 6 .04 .045 .04 Main 6. 5 .04 .045 .04 Main 6.4 .04 .045 .04 Main 5.9 .04 .045 .04 Main S.8 .04 .045 .04 Main 5.7 .04 .045 .04 Main 5 .6 .04 .045 .04 Main 5 . 5 .04 .045 .04 Page 15 Springcreek. rep Main 5.4 .04 .045 .04 Main 5.35 .04 .045 .04 Main 5.3 .04 .045 .04 Main 4.85 Culvert Main 4.8 .04 .045 .04 Main 4.7 .04 .045 .04 Main 3.9 .04 .045 .04 Main 3 .8 .04 .045 .04 Main 3 .7 .04 .045 .04 SUMMARY OF REACH LENGTHS River: Spring Cr. Reach River sta. Left Channel Right Main 9.9 92.7 95.8 95.4 Main 9.8 151.6 149.8 149. 5 Main 9.75 Culvert Main 9.7 48.1 56. 5 54. 5 Main 9.6 550 550 550 Main 8.9 50 48 50 Main 8.8 109 123.15 120 main 8. 55 culvert Main 7.8 76 49.8 20.8 Main 7.7 107.6 49.7 45 Main 7.6 25 35.6 83.5 Main 7. 5 19.6 50 88.6 Main 7.4 151 150 148 Main 6.9 55 50 83 Main 6.8 65 50 33 Main 6. 7 98 50 30 Main 6.6 40 50 89 main 6. 5 89 50 16 Main 6.4 300 300 300 Main 5.9 79 SO 20 Main 5.8 18 50 82 Main 5.7 19 50 86 Main 5.6 35 50 63 Main 5. 5 54 43. 5 33 Main 5.4 59 43. 5 28 Main 5. 35 15 18. 3 30 Main 5. 3 135 135 135 Main 4.85 Culvert Main 4.8 77 49 23 Main 4. 7 135 144 146 Main 3.9 63 48 33 Main 3.8 44 48 49 Main 3. 7 10 10 10 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Spring Cr. Reach River Sta. Contr. Expan. Main 9.9 . 1 . 3 Page 16 Springcreek. rep Main 9.8 .1 . 3 Main 9. 75 Culvert Main 9.7 .1 . 3 Main 9.6 .1 .3 Main 8.9 .1 .3 Main 8.8 .1 .3 Main 8.55 Culvert Main 7.8 . 1 . 3 Main 7.7 . 1 . 3 Main 7.6 .1 . 3 Main 7. 5 .1 . 3 Alain 7.4 .1 . 3 Main 6.9 .1 . 3 Main 6.8 .1 .3 Main 6.7 .1 .3 Main 6.6 .1 .3 Main 6. 5 .1 .3 Main 6.4 .1 . 3 Main 5.9 .1 . 3 Main 5.8 .1 . 3 Main 5.7 .1 .3 Main 5.6 .1 .3 Main 5.5 .1 .3 Main 5.4 .1 .3 Main 5.35 .1 .3 Main 5.3 .1 .3 Main 4.85 Culvert Main 4.8 .1 . 3 Main 4.7 .1 .3 Main 3.9 .1 . 3 Main 3.8 .1 . 3 Main 3.7 .1 .3 Page 17 Plan:111 Spring Cr. Main IRS:4.85 Culy Group: Culvert#1 Profile:PF 2 __._...v_....._.__._......_-................................._..............._.._........................._.._....._......;._............._...._...._.... Q Culy Group(cfs) 51.00 Culv Full Len(ft) 120.00 - ---...._..--.._..-- -....,.._....._.........................._.. --..... - -- #Barrels._.._.......___........�.----•---•--........_�---.-Culy VeI.US(�s...__.._._..__....._.........5:33. . ... Q Barrel(cfs) 51.00 Cuty Vel DS(ft/s) 5.33 1 ............................- -._....-- -..................................,_..._.w_....__-w..__.._- -- -_,..._._.-_._...................., E.G.US.(ft)---------- l._._ 4700,39- -Cu€v Inv,EI Up(ft)_...._..____.... ........4696.05 _............US.. -, W.S. u5.(ft) 4700.37 Culy Inv El Dn(ft) 4695.33 _._._...._......___ _ ...._..____j.._.- --- ____ ____.._.._..__...-....._......._.._ ._ E.G.DS(ft)- 4698.39 Cuiv Frctn Ls(ft)--- _ 1.31 W.S.DS(ft) 4698.26 Culy Exit Loss(ft) - - 0.38 .. .... Delta EG(ft)._.._._-......._.........1__..._...._.._..__2.00 Culy Entr Loss(ft)_.—.__... 0.31 Delta WS(ft) -`_ w; 2.11 Q Weir(cfs) _ E.G.IC(ft) ---- -4699.17 i Weir Sta Lft(ft) - - _......._..._.__ - -- - € E.G.OC(ft) I 4700.39 Weir Sta Rgt(ft) ! i -..... ... ____.._..._.. _._...._.-..._-._.- . .......... ........ ICulvert Control ! Outlet i Weir Submer I ! Cult'WS Inlet(ft) 4699.05 `Weir Max Depth(ft) Cult'WS Outlet(ft) --�-- 4698.33 l-WeirAvg Depth(ft)„._....__. ...._....._.............__.._.,! 1 Culy Nml Depth(ft)_..-�....................-----__Weir Flow Area(sq ft) —I...- Culy Crt Depth(ft) 1.99 Min E€Weir Flow(ft) ! 4701.21 Plan: 111 Spring Cr. Main IRS:8.55 Culv Group: Culvert#2 Profile:PF 2 - -......_......._....... - -......................................................._..................._....._..._.......-......_....................................; Q Culy Group(cfs) --? 51.00 I-Culy Full Len(ft) 5.47 1 #Barrels 1 Culv Vel US(ft!s) -_; _ 5.85 --...-----..-..........•- Q Barrel(cfs) 51.00 Culy Vel DS(fUs) -_ - 5.33 �-------............ �.............._._..._..__.a_. j E.G. US. (ft) j 4708.37 Culy Inv El Up(ft) 4704.90 _ ._..__...._._._ _ __.__.._____......_.N....._....._._ ._------- -- - _:._._.._.........._.. -z W.S.US. (ft) -.,_..._.......___ 4708.35 Culy Inv El Dn(ft} 4703.26 1 E.G. DS(ft) 4706.40 Culy Frctn Ls(ft) 1.30 ! ..................................r. _._..._.._._. _ _. _- -----,-........ ._................., W.S.DS(ft} 4706.28 j Culy Exit Loss(ft) 0.30 _..._....._._r..._._._.. _ _ L.__.... -------.....:..........................................-- ......._... j Delta EG(ft) '; 1.97 ! Culy Entr Loss(ft) s 0.37 I Delta WS(ft) __.�._..._ 2.06 j Q Weir(cfs)-- ; E.G. IC(ft) 4708.00 `Weir Sta Lft(K) ;._._... __.....__...-...._.._......__._._._._.. ......._.__............ ..... _ -- - -- .........._........ I 470 E.G.OC(ft) - 8.37 j Weir Sta Rgt((ft) 3-_____--_..--._-..-_.-• 1------ -- --... .. 8. 7 I Culvert Control Outlet Weir Submer ? ! Culy WS €nlet(K) 1 4707.47 Max Depth € Culy WS Outlet(ft) 4706.26 Weir Avg Depth(ft) Cult'Nml Depth(ft) 2.45 Weir Flow Area(sq ft) --- ----------......._..-- - ...... ........._.........._..; Cutv,Crt Depth(ft) 1.99fllin EI We'sr F€ow(ft) -J 4710.26 1 Plan: 111 Spring Cr. Main IRS:9.75 Cuiv Group: Culvert##3 Profile: PF 2 - -.._...................__...........__.,...._..._.....__...._._...,...._..._........ ... ................ ..._..._......._................_....--...._......... Q Cuiv Group(cfs) 51.00 i Culy Full Len(ft) ....._._.._._..___..........._._....._...._..._....:....................-.....- , -- -.....__......._.........._.._.............._..__._..•._._..........-............ #Barrels i 1 Cuiv Vel US(ft/s) 6.07 --- - -,....._..........._..........._.., _ - •.................... _.._._.......---..........._......... . Q Barre[(cfs} _ u 3 51.00 Culy Ve!DS(ft/s) ...... E.G.US.(ft)- ........4716.29- Culy Inv El Up(n)........_-._.. -i-- 4712.85 € W.S.US.{ft} [ 4716.25 i Culy Inv El Dn(ft) 4710.88 r-- — ----------— —..........._........i...._.-..... —..----------------..........--—— ... — E.G.DS(ft) 4713.47 Culy Frctn Ls(ft).__...__.._._._.I................_.1.98 __._._........__._._....._......... _.._,..._... ----------------- - -... i W.S.DS(ft)- --- - 4713.37 j Culy Exit Loss(n)..._......_.... ...................�:`4... _..- --- - -- ..._..----_....,._--_......................._. I Delta EG(ft) w 2.82 Culy Entr Loss(ft) ; 0.40 �_.._.....___w..._.. _ _..............._..............---- ---....................................-------....._..._..._.. ---i s Delta WS(ft) 2.88 1 Q Weir(cfs) =---__---- .. .._..__ ; E.G. IC(ft) I's 4715.95 Weir Sta Lft(ft) _._._...-__-_....._--.._...._ I .................................._........ --= I E.G.OC(ft) 4716.29 Weir-Sta Rgt(ft)-- __- .................... _..._....i Culvert Control i Outlet Weir Submerg — — ------ i-- ..__..._..._.•........................... ——— ..,_.....................--.. i I Culy WS Inlet(ft) ____.-.__.___.___._,-•--•---4-7-15. eirMax Depth(ft) .........----.... _ ___. ;.................................. I Culy WS Outlet(ft} �` 4713.33 ;Weir Avg Depth(ft) —. -- - i Cufv Nml Depth(ft) - 2.46 I Weir Flow Area(sq ft) i_..._.._.•.....__..___._'•. 99..Min El Weir Flow(ft)-- ... 471867 ............. H EC•RAS Plan-111 River Spring Cr. Reach:Main _ _ . ..- ... .......... .._.._ ..._._ ..._ ...... Reoch River Sla Profile ! 0 Tolal ' Mir Ch El W 5 Elev Crit W.S. .G.Elev E.G.Slope Vol Chnl r flow A ea Top 1 dlh - Froa3C 4 Chl ;..__ a_....-_..._.-..,__"._..- __- - _ - _ ... .._ ....... - - 'Main 99 PF 1 3G.DD' 4714.86; 471G84; .� 4716.84�-•"y4717 33: rtl {fVs) : (sgfq (!I _ ) ._. _ ds) 1r1).... . 111) f!i) frd {fU ,_.._,,._...__._.....� 00379G0 -- 065` 6.38: 6-5 - 107; !,Main 3.9.9 PF2 51-00 r,7i4-8fi: 473713 471Z13; 4177,70, 0.038G22 6.O7 8.41 7.54; 1.01 ;.__..___-_..__z_._.._...._. _.. _ _ ....... .. -.-. _........... _ .. ....._..... .. .........__.____-......_.._......_.__., ._..._ ....... .......... ......... ............. ,._,..._............. ....., _._... _ .. ;Main 9.8 PF 1 _••- 36.00 4713-46 4715 2- 4714 95 4715 56 0 004235: 2 05: 17 55: 18,i2- _ 0.37i Main :9.8 PF 2 5l 001 4713.46 4716 2a 4715 09 4716 29 0 001502. 1 55: 32,8G 23 73- Y 0.23: .. t + , .. .. _.. .... ..._. i 1 Main 9.76 Cuiverl! ; ::PF -------- --- •--............... ............. ._-.. _._ ....... __ - ...._ j __ 'Main 971 3G,00 471L26: 471311 i 471319 0005371 227 15.87; 17.07 0.41 Mafn_ _ 9 - 19_ 47 PF2 5706 47N.26 471337 4712.75 471347 000533 247.. 20,6Gi A ....... 2 ......._. 2 Main 96 IPF1 3600 4711.DG 471217 4712-1G, 4T72 4 0034481: 489 737! 1001 1.00 .. _ a _ .. -. - Main 9.6 +PF 2 51 OQ 4711 06 4712 38 4712 38` 4112 82 0,033211 --5 31 -- 9,60 11 14 i 011 . _ __ _-__- - I ....................... -______......___._. 1 8,9 +PF t 1 3B.00' 4705.80 4707 G8 I AJ07 75 _0 003786f 215 ........16 7 t 74 67l 0.30 It _._., ------.... .. Ma1n ',6.9 j PF 2 51.001 4705-B0, 4708 38: 4707.16J 470B.43, 0.001792; 1.8D" 28-32' 18.47� -- 0 2G; _ -........ ;.. 'Main 8.8 •PF 1 .. .-t_._-__... 38.00 470...45 a707.G0 A706-50 4707 64_ 0 00138s', 1.4 24 39! 17 91 0 22 Main 8,8 :PF2 j 51.00 4705.4� 4708,3� 4706691 470837f _,0000750i 131_-- -3908 2574 0171 ..... ._.-._:.__._.__._.._. .. _ r _ - i ---------- 1 ................ Main ;6.55 Culvert s s _ _ !Main 17,8_,•,-,w_-PF 1 36.00 4703.78'; 4706,03j 4706.141 0.005677j.•-••.,_ 2.999;__--15_121_-_ _20.2,9i-_-__,,..•,., „_�35i Main 7.8 TPF 2 51 00 4703 78 4706 28 4706.40J 0.005712i 3.97i 20.92t 25.78s 0.35 Main 47.7 IPF 1 I 36.001 4703.48% 4705.77 4705.87; 0.0052471 2.86; ��-•�16.02 - ------21.53 -0.33� ........ ;Mein •77 iPF2 51001 470348 470604 , 470613 0004812;- 205' ,-,,,22.66 •.-.._.. 2757 _-........ 033{ ;Main_ j 7 6 i pF 1 36 00� 4703 18 4705 41 I A705 53 0 OOG553{ 3 1 a 14 18+ 38.521 0 37 .....I. .. ... ' 327 20.021 2401 036! _..; _ _ ...____ tMain '7.6 !PF2 �100� 470348 A70568 ) 470581+ 0006097 ......................1 .-...-.. .-- t, --- _ �Main ,7B -•••,•"IPF1,.•,_____! 3G00 470288' 470517 --- (--- 470520 0005708. 2.99: 14.89 --18.47; 0.35: ______.___....._._....._. i _.._.1..__.,__- I . 1 Mavi !7.5 `PF 2 �7 00 4702 88 4705 44- 4705 5G 0 OQ5563� 3 17 2.0,49 23.36: 0.35? L -------..i.--------.-.-J.. _.. ___...'__...._ .... _-___..__._-_ 1 3 02. 14.60 17 75 0.35j r I 3 23; 19;98i.• 22 4 t 0.381 IPF Ma1n 7.4 PF 2 T- _ 51.00 4102....8 4705.74E 4705 2G 0 oD 76s1 - {....$m7.4.__.._.-_[ 1 {._ 60 � 470487 4 I J ,J..-... ,... __..-:_....__...___ _ ..._... I Main^ '6.9-,-- PF1 :,- 3G-OQ 4701.69 4704,06:'--------- -- 4704171 0005115 269i 15.14; 17.00 0.331 ---- (Main,... .• )89. ---!PF 2 51.00 4701.09J 470438 l.• _470448 - 0004608 301_,_ .•• 2L22 2109j 0.32j Main 18.8 PF i I 36 00 4701 39 4703 7G i 4703 88� 0 OD5425', 2 98.. 14.43j 15.29 ;Main L8W8_,.- ., PF2• •w_._!.._._.,..51.,OD:,•_-,•µ470t,391.,.,...A704,08i•-.,, ! 4704.20i 0.005099',, 3,54: 19.471 79.42j . . „0,34,J I o .._.__ .. ... 1 Main 16.7 PF i ' 36 00 470109 4703 A% 4703 60 0.005701 3.071 13 71: 13,391. 0 35, fMain I6.7 PF2 1 ' 4703805 '51 00 4701.09 470394 000S559! •33D1- 18.821 -16.83 •035' i._"v_-----------t-___------ 36 00 1 , ... .. .1! _470330 _.......0. 005927 ...-317.�... .. 1342 1294470079 Main 6.6 P2 . 00 470079 470346 -1803 16 17 .. .... ...., 8G 1 Mam 6.5 PF 1 36 00 4700 a9 4702 84 A702 98 0 OD6214 3 17 13 19 12 99 0.36 _.J._.._.__ Main 6.5 !PF2 5100 4700A91 A70314 J 470329 00060.67� 3 0_ 17453 1596, ._ __.... I _.. ( _ ._ •Main 16.A PF 1 _ 470267, OOOG213i 3 iG- 7337! 134i _0.36; ' 36-00� 4760 19 4702 53 _ Main 16.4 -PF 2 51 00. 4700 19 4702 00, A702 9Gj__ OOOG77i 3 55 17 301 1G 40 0.39; �-_ i --- ; : _-__. _..�- j - ! . .. - ."".._. -� t 3G 00 4G98 40 4700 GG 1 470D 79 0006324 3111 44.74 17.43 _ _0.37; Main 5.9 PF2 j 5100 469840 47D0.9G 4701.08, 0005756 322i 20.07 22.67' 0.363 .__._-_ ......._._.._...._.._ ........._r :Main �58 pFt s 3G004 469810 47D03G i 4700.471 0005866 300' 14.98 9966- 0.351 t......_.. ,,.. t { __ ._... -.-. .- ----- Main 5.8 PF 2 stool 4698 10 4700 73' i 4700 112I 0 004146. 2179. 23.77 27 36 0.30 i Meln -57PF1 36001 4697.80 470006 4700181 OOOG 150 307 14.471 10,37% 0.38 .!- -,-•. j -._.... ;Mam 5.7 ',PF2 1,00�, -•4697.00 a7Da 8: -°_.___47006� 0003051.___. 248 26.57i -,-2822 7 l ,Main 15 6 PF 1 J 3G.00 4697�0� 4699 79. 4699 89 0 0050 2 81 16.39 22.281 0.33 (Main 5 G 'PF 2 �1 AOj 4697-�0' _ 4700 5011 ' 4700 53 0.0014 09_ 1 7T...............3...7......9. 7.91 3.8...6 1, ~0.18 1--- ..______----- -- •-------- -- .................. ... ..... .._.._... ---------� ij .. j........_.._._....j .... j (Main S 5 PF 1 ; 3G 001 4697 20 4699 53 f 4G94.63 0 00510s 2 86 15.70. 19.37 0.33 _._.__......_.._......... ................... i - 1--........... •Main 5-5 iPF 2 ! 5t OOi 4G97.20' 4700 44i 44 4700 47 0 001026' 1 60:• 43 021 30.24 0.16 I _._ !Main 15.4 _PF1 36.00j 4606,94 469931 409941 ^0005036:-- 287j----- 15.3GJµ 17,56 ,,, 0_33 _--'--- -- .,-..........-....'............................_.._ -_- .... _.. ............... Pin i5A PF 2 �• •• 51.001••"•,_4698^94 4760 41 4700.4-3 0 000703- 1.4G;•• 44.01I---------.34.681 I..".- -- -0.14. .....__._......., - - ----- - - _.................._ rMain 5.35 PF 1 - I 36 00, 469G 68 4699 12, 4699 271 -0 004276€ 2 G9, 16.44. 18.2A .__�._. ...... ..-___.. Main 15 3.5 -PF 2 ••. �7 00: 4896.88, 47D0 38' 4700 40, 0 0005Q71 1 23 57.82J 37.00 0.1 W. HEGRAS Plan:111 River Spr ng Cr Reach,Main(Continued) ____ ................. ......... .....................-. .. ,....._ --r... .........1..... ....�.._, Reach River Sta Profile O Total Min Ch El W,S.Elev Cnl vv.S E.G.Elev E.G Slope Vol Chnl - FioW Area Top Width Froude p Chl .....--.....-_... _ ....... .. (crs) _ (n) _., (t1) .. (fl) _(u) (Iva) i ._. (IUs) :- (sgit)...` (8)-- _ _.....__..__ ._. __ ..-- - -- Main 5.3 PF 1 3600; 4696.59 tt9903 -1697 r41. 469912 0.0043411: 2,72' 16 21 17.70i 0 31! _.... ._..._.._....._..........._.... ..............._—..._.......... -. Maln 5-3 PF 2 51,00 4696 5q 4700 37 4698 59, 4700 39- 0000464. 1 19: 53 f0 37.2 0.11: rMakn 4,85 1 CuweR) _ _..; ................_.............—_............ ........ .; .... ...._........ ..._....... , __._._...._ ...... ... !..-..-.-.-.._...__..._._.. ................ _. .Main 48 PF1 7 3600: 4605.72 469799-. i 4608.115 00061511 306- 14.32� _1762 036: Wain a-8 `PF 2 � 51 00: 4695-72 469826 i 4696 39: 0 0059�1 3 27 19.79'• 22 45 0.W ....-•---...---._ — _......._...._...... Main '.47 _ PF1 36,00 4G95-36 4fi9767- 4G9781- 0006677 321; 13.27; i440 0.37E ;Wain 4.7 PF 2 61 A0 4605.38 1G97 90 4698 07 0.00764 3 66 16.071' -17 56 --- 0.41'. -.... IMain 3.9 PF1 36.0D 469451 6967 ___.-_.).-- 4696911 00059521 304. 14.00: 18151 _035i Mam t3.9 PF 2 51.W 4694 51 4097 54 4897.58 0 001704 t 3G- 33 411 31 65 0 20i !Mein _ 3.8 iPF 1 ! 38.00 a69a-22 469..6..57 j 4696% 0 00, 2 65 VAN 22.90 __. .. ___._-._- Main 38 ;PF2 I. 51.00i 4G94.22, 4697.51 4697,�23 0.000740, 137j 48491 43.551 013i -_.---_—h.----'*"—'-• .-_-•-__..----------._.). ........................_.......... - ..-'-- _............. _.......-......... -- --------------- t- MaG1 j3.7 PF 4696.45: 4695.291 469650 0.00235G:�.•,,,,.•_-..----2:04i 23.48i 30.28,.,,_._._.._....._�_231 �N1am :37 PF2-----__-I- 57.001- 4843.93- a697.49I..-----4G95.9B w 4697,50_ — ..00030&......... .093r 67.55 49.83E ... Spring Cr. Plan: Plan 01 6/19/2007 Georn:Proposed ditch RS=9,9 Upper Reach C.S.#1 ............................ ................. -------- ...... ...................................045 .04 - 4721 Ld e,11. 4720-1 EGPF2 EGPFI 4719-1 WS PF 2 4718o -: ..........a.......... Crit PF 2 .............. >(D 4717 E WS PF I m Unt PF I 4716-i 1 Ground 4715--i Bank Sta .............. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan:Plan 01 6119/2007 Georn:Proposed ditch RS=9.8 Upper Reach C.S.#2 H.........-...,.04 .......... .045 . .......... --.04- 4719,! — ,n. Legend .................. T ......... 4718- i EGPF2 WSPF2 4717-1 A EG PF 1 1 WS PF 1 1 .9 4716-1 >0 ....... ........... Crit PF 2 4715- Crit PF 1 Ground _U 4714 '1 Bank Sla ....................... ................. .................. ........... .. ................. ............... 0 10 20 30 40 so 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.75 CuIv 8 Vaquero Crossing ---------------------- ------------ .045................... .04 4720--' Legend 1 .......... 4719-1 EG PF 2 4718-1 WS PF 2 ............. 4717 l EG PF I 0 Crit PF 2 4716-1 ............ ....... WS PF I i M 4715- i Crit PF I 4714-11 Ground 4713�� Bank St, -----------................... 4712 .......................... ............. 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Georn:Proposed ditch RS=9.75 CA S Vaquero Crossing 041............... . ........ .................................. ..........04 4720,1; Legend I ........................ EG PF 2 ............ EG PF 1 J WS PF 2 1 4716 C 0 WS PF I Crit PF 2 -� ................. Li 4714 ........ Crit PF i Ground 47121 Bank Sta 4710-1...... ............... .......................... ....... --------- 10 20 30 40 50 60 Station(ft) Spring Cr, Plan: Plan 01 6/19/2007 Georn:Proposed ditch RS=9.7 Upper Reach C.S.#3 .04 ................................................................... .............................,k- ------- ............. 4717 ----Legend_nd ---------- --. .......... EG PF 2 4716-1 WS PF 2 .................. 47151 — j EGPFi WSPF1 4714-1 Crit PF 2 ........... ............ 4713-1 Ground Bank Sta I 4712� ............................. 47111 -------------- ........................... 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.6 Upper Reach C.S.#4 ........... ....................... ---------------------- 04----------)ji� --------------.045.. 4717-J T-I EGPF2 4716-j ................... EGPF1 4715] WS PF 2 j Crit PF 2 4714 WS PF 1 4713- Crit PF 1 I ------------------ .................. j ..............-- -------- Ground 4712 i Bank Sta. ----------j 4711 .......... ................- .................. 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Georn:Proposed ditch RS=8.9 Upper Reach C.S.#5 .04 .045 4711 ---------------------- Legend .......... 4710 EGPF2 i 4 WS PF 2 4709 4 I ------------- WS PF I 4708 A. ....................................................... Crit PF 2 4707 =zy t4 a 1 Ground Bank Sta 4706-' J 4705-1-- ------- ---------- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Georn:Proposed ditch RS=8.8 Upper Reach C.S.N .................. .04 4710-; Legend EGPF2 4709- WS PF 2 ........... 4708 EGPFI WS PF I C, A, M Cril PF I Ground 47061 i Bank Sta. -------------- 4705 -—------------- ................... ....................... .................. ........ ----------- 0 10 20 30 40 50 Station(fi) Spring Cr. Plan:Plan 01 6/19/2007 Georn:Proposed ditch RS=8.55 CuIv C Street Crossing --------- .04.. 04 4711 7 Legend 47101 EG PF 2 WS PF 2 4709 ......... EG PF I c 4708 ....... -- - ----- ........ 0 WS PF 1 Grit PF 2 4707 w Crit PF I 4706-1 ................... Ground 4705-.1 r 1 t3ank,5ta i............ 4704-? ------------------- ................... .................. 0 10 20 30 40 50 Station{it) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=8.55 CuIv C Street Crossing ................................... ---------------------------------------- ........... ........ .04 .04 4712 Legend EG PF 2 4710 WS PF 2 ................. EG PF i 4708 WS PF I ......... ................................7'!77... ....... Crit PF 2 4706.1 ............. I Crit PF 1 Ground 4704-111 J Bank Sta 47024-------------------------- ........... 1.............. ----------------- 0 10 20 30 40 so Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=7.8 Proposed XS#2 04- T, .045 .04 4707.5- Legend Ic ------------- 4707.0 EGPF2 4706.5-!! ........................................... .................................. WSPF2 ...................................................................................... EG PF I ii:?4706.0-1 WS PF 1 0 4705.5 Ground ED 4705.0-1 an Ste ........................... 4704.5 4704.0-� 4703.5-1...... ......... .................. . .. .............................. ................................------------- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=7.7 Proposed XS#3 4707,5-!! 1 Legend .......... 4707.0 EG PF 2 4706.,,'; WS PF 2 .................... ......................... ................................... .................... EG PF I 47MO .......... a 4705.5-i WS PF I a> 4705.0< Ground 4704.5-.: Bank Sta .............................. 47040-! 4703.5-.. 4703.0 ......................................................... 0 10 20 30 40 50 Station(it) Spring Cr. Plan:Plan 01 6/19/2007 Georn:Proposed ditch RS=7.6 Proposed XS#4 ........... 045.. .... ................................................... ..... . ..... ........................................ 04 4708 ................ Legend .............. EGPF2 4707-,-; WSPF2 EG PF I 4706,14, ...... WSPF1 0 ------------------- ...... ....... Ground to 4705 Bank Sta 4704-i; 1 ........... ........... 4703 ......................................... ................. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan:Plan 01 6119/2007 Geom:Proposed ditch RS=7.5 Proposed XS N5 I ................................ .04- -——----------------- .04............................................. 4707 end ........ .........EGPF2 4706 1 WS PF .......... ...............A-- ................-............. ............................ .......... ................... EG PF 1 4705 0 NS PF i CO > Ground 0) 4704-4 Bank Sta ....................------- 4703-4 4702-1�--,- ........................................... ...... .................. .......................... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/1912007 Geonn:Proposed ditch RS=7.4 Proposed XS#6 -.04 5 ..................04 ......--------- 4707-1 Legend A EGPF2 4706-1 I WS PF 2 ............. ..........._:........................ EG PF I ------------ ------------------ 4705 WS PF i 0 Ground 4704-1 w Bank Sta P, ................... 4703-1 .......... 4702 ........11-1--....................... ................................................ .................... 0 10 20 30 40 50 Station(ft) Spring Cr, Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.9 Proposed XS#7 .04 .04 ..............................,-,--- 5 4707j Le gen .................................... EGPF2 4706 WS PF 2 4705 EG PF 1 ........................... WS0 .............................. ................. .... . PF I 47041 i Ground 4703-1 St Bank a 1 .......................-...j j 4702-1 4701-j:----------- ...........-------------------........................... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.8 Proposed XS#8 ------------ 4707-1 Legend ...... I .................. EGPF2 4706� WS PF 2 4705,j EGPFI ........ WSPFI ..........- I 4704-,' ................. .............. ------ 4 Ground 4703-11 1 Bank Sta ............ ......1 47021 4701 ................................................ ......... .......... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/1912007 Geom:Proposed ditch IRS=6.7 Proposed XS#9 .............................. 04---------------------- -- .045 —---------------- 4708 Legend..... egen ........................ 4707- EGPF2 WSPF2 4706-. i.............. EG PF 1 4705-1 WSPFI 4704 Ground ----------------..................... Bank Sta 4703 ................. 4702.4 0 10 20 30 40 so Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.6 Proposed XS 410 :..__....... ..._...._._.. ............ .04 ._..................._....................., r� 045._:;. ........................_.......... .......04........_..._ . 4707 i Leg end .i _......i......... 4706- EG PF 2 4705 j WS PF 2 .. EG PF 1 0 4704 WS PF I w I! ---- d 4703-E h < Ground i { Bank Sta47021 € 47011 S 4700-. ......................._....:................_..,_....—- ........._..- -.. _.._...,.......... ,-----:------------- _.._._..y. .......................__.._._..- - 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.5 Proposed XS 411 I, •1s_ 4707.[_......_. Legend .......4........ 4706 I EG PF 2 t WS PF 2 4705_i 1..................i j ; EG PF 1 i 4704� --- o WSPF1 m . i r >� 4703-I I Ground Ei iR. r. Bank Sta i 4702 --- 4701 4700 ...............---,............._.._.........__..................,- -. -r- �.................,........ : -...,.._..._.,........., . ..-._....._.................._................ ..............,..._......-. 0 10 20 30 40 5o Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.4 Proposed XS#12 i i.--............_.........4706.. -------------....... t}4 I.L..045 -- -._..._...__..............04..........- ............ .._._.. - -- Legend i EGPF2 ! 47051 i WS PF 2 ' € 4704 ! EG PF 1 j 7 WSPF1 4703-! _ Ground w 4702 G :i Bank Sta 4701 w Y' 4700 l-........... ............_..._....__._.._................__.._................. .__...,.._ ._,................__.._--. -...._...__......_......._._.._...__.... ....., 0 10 20 30 40 50 Station(fl) Spring Cr. Plan: Plan 01 6/19/2007 Goom:Proposed ditch RS=5.9 Proposed XS 913 .................................... - ----- .... ...................................... .04 4703-1 ....................... Legend EGPF2 4702 WS PF 2 i EGPFI -------------------- ...... .......................................... 4701 ................................... ----------- WS PF 1 Ground 4700-J Bank Sta 4699 -----------..............----------------------..................... ---------------------- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.8 Proposed XS#14 - ................................... .04 --...._.............;1A ............................ 4703F .Legend 1 EGPF2 47021 WSPF2 EG PF 1 4701.., ............ ....................... ............................................... WS PF 1 ............ ...................................... I ti Ground 4700-1 Bank Sta 1 ...................... 4699- 4698 1- .......... ...................... .............................. ........... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan:Plan 01 6/19/2007 Georn:Proposed ditch RS=5.7 Proposed XS#15 i -17<-.045-4q. 47021 Legend EG PF 2 4701-, -.�i WSPF2............... ----------------- ............................ ................... ........... ........... EGPFI 4700-!: WS PF 1 Ground 46991 Bank Sta ........................ 4698 4697 ................. ..............................--------. ................. ..................... .......................----------- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.6 Proposed XS#16 _.........._........................ ...._....._.._..._..................................;; .045 :=<--...................... - ... 04...._...... ............._......_....... .44 4702„ " Legend -� EG PF 2 4701 ': + i WS PF 2 EG PF 1 i .. c ' WS PF 1 ' -� w 4699,' Ground Bank Sta 46981 46971._..._._._._..._ ,._._..._._.. - .......................... __...,..._..,._...__--...._........._.....;.._.._ . .._ . -, ,...._- 0 14 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.5 Proposed XS#17 ;_..__. _.._...__•.. ................04--- -------- .._._..;!a. .045 -..._...._.._.._.... - - - - .04_...._._._......_...........................; 4702; ' Legend i EG PF 2 4701 j +-__ ' WS PF 2 j EG PF 1 9 47001 —t o WS PF 1 Ca °i 4699 Ground Bank Sta ic i....................... 4698-± i 469711........................----,........,....._...._.......,._.....•- ,...._......,...._......,........ .._.._•..;.-.......,...........;_......_.,_........,...._.....,_........_._........,_....--.-.--- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.4 Proposed XS#18 4702'r......_.... . _.__._....._ ... tegestd -----------1 EG PF 2 4701 WS PF 2 ................... 4700 EG PF 1 € WS PF 1 I 4699} ` i—r-•___ Ground 4698 " i Bank Sta tr. 46971 1 i 4696?-.._.._...._..-----------------,............_......------------- ........................................... .. .........,_....................................- -._.......................................... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.35 Culvert XS 4702 Legend 4701-i EGPF2 -W7 SPF2 4700-i EGPF1 0 ....................- WS PF I 4699-! ca Ground 4698- BankSta-------------------------- 46974 4696-1- ------------------------------ ------- ----------............. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan:Plan 01 6/19/2007 Georn:Proposed ditch RS=5.3 Proposed XS#19 .04- -k�-.045 .04- 47021 4701.% i EG PF 2 WS PF 2 4700-; EG PF 1 0 ...... WS PF I 4699 Crit PF 2 LU 4698-11 Crit PF 1 Ground -10- 4697- Bank Sla 4696-�------------------.....................— J.-....... ..................... .................................. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Georn:Proposed ditch IRS=4.85 Culv N Vaquero Crossing ------------ ...... ............. ................ .04-4702 -,(-.045 -1 Lgend ---------------- 4701 EGPF2 WS PF 2 1 4700:1 ............. .............. EGPF1 WS PF I 4M-1 .......... .................. ti Crit PF 2 4698 R Crit PF I Ground 4697 Bank Sta ................. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=4.85 Culy N Vaquero Crossing _................-----...__....... u.;. 04 .............---_......- -- ----- 4702' Legend 4701 ; �.,. : :; EG PF 2 i WSPF2 ! 4700 ...................i E GPF1 A699+: o . I WSPF1 I P i _i 4698•. Cril F 2 I LU Cril PF 1 k 4697-,j Ground 4696:: '7 `���`���'�' Bank St, 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=4.8 Proposed XS#21 i 4701 -- - - Legend 4700 i i EG PF 2 i-+ - WS PF 2 } 4699 ; EGPF1 I f WS PF 1 46981 Ground LU 4697- F ' BankSla 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=4.7 Proposed XS 422 I._......._-..._.- ..._.... - ........ . l ��........_....._.......... 04 -..._._._._._._ 4701 1 Legend_ 4700 EG PF 2 � _ 1 WSPF2 i 4699• EG PF 1 C ? j WS PF 1 i 4698; + ........................ j • - Ground w 's Bank Sta 4697-'4696- ;...: i 4695 '• _...... ...... .............................. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Georn:Proposed ditch RS=3.9 Proposed XS 923 .04 U45 -.04.............................................�i 4700, .......................... 4 Legend EG PF 2 I WSPF2 4698-; ................... EGPF1 ...................... ......... .. ... ............. WS PF 1 4697-1 .......... ............ Iz N Ground os� FIJ 4696-: , so nk Sta "z"MMM 46951 .......................-------------------------------------------------------------- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan:Plan 01 6/19/2007 Geom:Proposed ditch RS=3.8 Proposed XS#24 .045 ----.04............................................ 4699 Le gend .............................. EGPF2 4698-.. WSPF2 46 46971 EG PF 1 S C o j .................................................................. ..................... WSPFI Ground d3 4696 Bank Sta 4695-i 4694 ............. 0 10 20 30 40 so Station(ft) Spring Cr. Plan:Plan 01 6/19/2007 Goom:Proposed ditch RS=3.7 Proposed XS 425 1(------------------- 045 ----------04-------04 4697.5 Legend 4697.0 EGPF2 4696.5--' .......... - - - --- WSPF2 ------------------- 4 4696.0-: EG PF 1 ............. 0 WS PF I 46955-.' Crit PF 2 Fj 4695.07' Crit PF I 46945 Ground 5, 4694.0 Bank Sta ............................. 4693.5 ............................. .................................. .................................................. ----------------------- 0 10 20 30 40 50 Station(fl) ,.� r' � � o � � � � 3 -� LL LL U.. C LL LL 61 (A _ O i .J' W (� ......._............ ..O M .... .. ......_..---.._. . .......................................... .. .,. .. - ............._........._............-........--_... ........ ........... ... .. .. to LO C14 -.....;uzuc,,: .__..........._..........................—........_._-------—......._._...—.................... L o (` 04 N . a .. ............................................._... ._.............................__................ ..........................'.. s ,g ¢s (D N g y O ' C� a _..._........................ L Q o - b L CO y U cca L �... 6.9 j _.... _...-- --..__.._.._.......................... cn 10 ... ........ .................._.. .. _._ _... 8 g N ....... .......... _....... 9 c� _9... ........ ............ ...... .......... .. .....8.g ,. ...... S o ..................... �.$ 0 } � o �8 b , a ......................._.........................._- L'4 6;£. _.........g£. 3 c cn o LO o n o v v v v v (0 (4)uol;en813 Spri ngcreek, rep HEC-RAS Version 4.0 Beta U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second street Davis, California 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: spring Cr. Project File : springcreek.prj Run Date and Time: 6/20/2007 10:07:23 AM -- 1 Project in English units PLAN DATA Plan Title: Plan 04 Plan File : C:\Documents and settings\MRM\My Documents\HEC Data\HEC-RAS\Unsteady Examples\Springcreek.p04 Geometry Title: Proposed ditch Geometry File : C:\Documents and Settings\MRM\My Documents\HEC Data\HEC-RAS\Unsteady Examples\Springcreek.g03 Flow Title 25 yr flow Flow File C:\Documents and Settings\MRM\My Documents\HEC Data\HEC-RAS\Springcreek.f01 Plan Summary Information: Number of: Cross Sections = 30 Multiple openings = 0 Culverts = 3 Inline Structures = 0 Bridges — 0 Lateral structures = 0 computational Information Water surface calculation tolerance = 0.01 critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0. 3 Flaw tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction slope Method: Average Conveyance computational Flow Regime: Mixed Flow Page 1 Springcreek. rep FLOW DATA Flow Title: 25 yr flow Flow File : C:\Documents and Settings\MRM\My Documents\HEC Data\HEC-RAS\Springcreek.f01 Flow Data (cfs) River Reach RS PF 1 PF 2 Spring Cr. Main 9.9 36 51 Boundary Conditions River Reach Profile Upstream Downstream spring Cr. Main PF 1 Normal S = 0.014 Known WS = 4696.45 Spring Cr. Main PF 2 Normal S = 0.014 Known WS = 4697.49 GEOMETRY DATA Geometry Title: Proposed ditch Geometry File : C:\Documents and Settings\MRM\My Documents\HEC Data\HEC-RAS\Unsteady Examples\Springcreek.g03 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 9.9 INPUT Description: Upper Reach C.S. #1 Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4720.15 10 4720.15 20 4716 22. 5 4714.86 25. 5 4717.78 39.8 4718.77 49.8 4718.77 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 25. 5 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 25. 5 92.7 95.8 95 .4 . 1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 9.8 INPUT Description: Upper Reach C.s. #2 station Elevation Data num= 8 Page 2 sp ring creek. rep Sta EleV Sta Elev Sta Elev Sta Elev Sta Elev 0 4718.47 10 4718.47 21.2 4715.27 24.8 4713.46 29.2 4714. 54 35. 1 4714.71 47.2 4717.62 57.2 4717.62 Manning's n values num= 3 Sta n Val sta n Val sta n Val 0 .04 10 .045 47.2 .04 Bank sta: Left Right Lengths: Left Channel Right coeff Contr. Expan. 10 47.2 151.6 149.8 149. 5 .1 . 3 CULVERT RIVER: Spring Cr. REACH: Main RS: 9.75 INPUT Description: s vaquero crossing Distance from Upstream xs = 7 Deck/Roadway width = 35 weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 sta Hi cord Lo cord Sta Hi Cord Lo Cord Sta Hi cord Lo cord 0 4718.66 25 4718.87 50 4719.01 60 4719.08 Upstream Bridge Cross section Data station Elevation Data num= 8 Sta Elev sta Elev Sta Elev Sta Elev Sta Elev 0 4718.47 10 4718.47 21.2 4715.27 24.8 4713.46 29.2 4714.54 35 .1 4714.71 47.2 4717.62 57.2 4717.62 manning' s n values num= 3 Sta n Val Sta n Val sta n Val 0 .04 10 .045 47.2 .04 Bank Sta: Left Right Coeff Contr. Expan. 10 47.2 .1 . 3 Downstream Deck/Roadway Coordinates num= 4 Sta Hi cord Lo Cord Sta Hi Cord Lo Cord sta Hi Cord Lo Cord 0 4718.66 25 4718.87 50 4719.01 60 4719.08 Downstream Bridge Cross section Data station Elevation Data num= 6 Sta Elev sta Elev Sta Elev Sta Elev Sta Elev 0 4716.63 10 4716,63 30.7 4711.26 32. 7 4711.62 50 4714.87 60 4714.87 Manning's n values num= 3 Sta n Val sta n Val Sta n val 0 .04 10 .045 50 .04 Bank sta: Left Right coeff contr. Expan. 10 50 .1 .3 upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Page 3 Springcreek. rep Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name shape Rise span Culvert #3 Pipe Arch 1.875 3.06 FHWA Chart # 35- 18 inch corner radius; Corrugated metal FHWA Scale # 2 - No bevels Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance LOSS coef Exit Loss coef 7 135 .013 .013 0 .7 .9 upstream Elevation = 4713.35 Centerline Station = 25 Downstream Elevation = 4711.38 Centerline Station = 30. 5 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 9.7 INPUT Description: upper Reach C.S. #3 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4716.63 10 4716.63 30.7 4711.26 32.7 4711.62 50 4714.87 60 4714.87 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 50 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 50 48.1 56.5 54. 5 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 9.6 INPUT Description: Upper Reach C.S. #4 Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4716.89 10 4716.89 22.6 4712.06 24.3 4711.27 27.75 4711.06 30.45 4711.49 43.75 4716.28 53.75 4716.28 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 43.75 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff contr. Expan. 10 43.75 550 550 550 .1 .3 CROSS SECTION Page 4 springcreek. rep RIVER: spring Cr. REACH: Main Rs: 8.9 INPUT Description: Upper Reach C.S. #5 station Elevation Data num= 8 Sta Elev sta Elev sta Elev sta Elev Sta Elev 0 4710.65 10 4710.65 18 4706.8 23.75 4705.8 25.95 4705.86 27.7 4706.74 36.35 4709. 33 46.35 4709.33 Manning's n values num= 3 Sta n Val sta n Val Sta n Val 0 .04 10 .045 36. 35 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 36.35 50 48 50 .1 . 3 CROSS SECTION RIVER: spring Cr. REACH: Main RS: 8.8 INPUT Description: upper Reach C.S. #6 station Elevation Data num= 9 Sta Elev sta Elev Sta Elev Sta Elev sta Elev 0 4709.26 10 4709.16 17.9 4706.29 20.7 4705.89 24.3 4705.45 28. 3 4705.94 30.1 4706. 74 34.8 4708.68 44.8 4709 Manning' s n values num= 3 sta n Val Sta n Val Sta n Val 0 .04 10 .045 34.8 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 10 34.8 109 123.15 120 . 1 .3 CULVERT RIVER: Spring Cr. REACH: Main RS: 8. 55 INPUT Description: C street Crossing Distance from upstream xS = 7 Deck/Roadway width T 31 weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 3 sta Hi Cord Lo cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 4710.25 25 4710, 55 50 4710.85 Upstream Bridge Cross Section Data station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev sta Elev Sta Elev 0 4709.26 10 4709.16 17.9 4706.29 20.7 4705.89 24.3 4705.45 28.3 4705.94 30.1 4706.74 34.8 4708.68 44.8 4709 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 10 .045 34.8 .04 Page 5 springcreek. rep Bank Sta: Left Right Coeff Contr. Expan. 10 34.8 .1 .3 Downstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi cord Lo Cord 0 4710.25 25 4710. 55 50 4710.85 Downstream Bridge Cross section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.4 23 4705.28 23 4703.78 27 4703.78 27 4705.28 50 4707.4 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Coeff Contr. Expan. 23 27 .1 .3 upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = spillway height used in design = weir crest shape = Broad crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #2 Pipe Arch 1.875 3.06 FHWA Chart # 35- 18 inch corner radius; Corrugated metal FHWA scale # 2 - No bevels solution Criteria = Highest U.S. EG Culvert upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss coef Exit Loss Coef 7 110 .013 .013 .7 .9 upstream Elevation = 4705.4 Centerline station = 24 Downstream Elevation = 4703 .76 Centerline Station = 25 CROSS SECTION RIVER: spring Cr. REACH: Main RS: 7.8 INPUT Description: Proposed XS #2 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.4 23 4705.28 23 4703.78 27 4703.78 27 4705.28 50 4707.4 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Page 6 Springcreek. rep Bank Sta: Left Right Lengths : Left Channel Right Coeff Contr. Expan. 23 27 76 49.8 20.8 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7.7 INPUT Description: Proposed xS #3 Proposed xs #3 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.9 23 4704.98 23 4703.48 27 4703.48 27 4704.98 50 4707.2 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Deft Right `engths: Left Channel Right Coeff Contr. Expan. 23 27 107.6 49.7 45 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7.6 INPUT Description : Proposed XS #4 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.2 23 4704.68 23 4703 .18 27 4703.18 27 4704. 68 50 4706.8 Manning's n values num= 3 Sta n Val Sta n val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Deft Channel Right Coeff Contr. Expan. 23 27 25 35 .6 83. 5 . 1 .3 CROSS SECTION RIVER: spring cr. REACH: Main RS: 7. 5 INPUT Description: Proposed XS #5 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.8 23 4704. 38 23 4702.88 27 4702.88 27 4704. 38 50 4707 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff contr. Expan. 23 27 19.6 50 88.6 . 1. .3 Page 7 Springcreek. rep CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 7.4 INPUT Description: Proposed XS #6 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707 23 4704.08 23 4702. 58 27 4702. 58 27 4704.08 50 4706. 5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: i_eft Channel Right Coeff Contr. Expan. 23 27 151 150 148 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main Rs: 6.9 INPUT Description: Proposed XS #7 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.6 23 4703 .19 23 4701.69 27 4701.69 27 4703 .19 50 4706 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 55 50 83 . 1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6.8 INPUT Description: Proposed XS #8 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706. 5 23 4702.89 23 4701. 39 27 4701.39 27 4702.89 50 4706.4 Manning' s n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 65 50 33 . 1 .3 CROSS SECTION Page 8 Springcreek. rep RIVER: spring Cr. REACH: Main RS: 6. 7 INPUT Description: Proposed XS #9 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4707.2 23 4702. 59 23 4701.09 27 4701.09 27 4702. 59 50 4706. 7 Manning's n values num= 3 Sta n Val Sta n val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 98 50 30 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6.6 INPUT Description: Proposed XS #10 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.7 23 4702.29 23 4700.79 27 4700.79 27 4702.29 50 4706.9 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 40 50 89 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6. 5 INPUT Description: Proposed xS #11 Station Elevation Data num= 6 Sta EleV Sta Elev Sta Elev Sta Elev Sta Elev 0 4706.6 23 4701.99 23 4700.49 27 4700.49 27 4701.99 50 4706.2 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths : Left channel Right Coeff Contr. Expan. 23 27 89 50 16 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 6.4 Page 9 Springcreek. rep INPUT Description: Proposed XS #12 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4705.8 23 4701.69 23 4700.19 27 4700.19 27 4701.69 50 4705.8 Manning's n values num= 3 Sta n val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff contr. Expan. 23 27 300 300 300 . 1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.9 INPUT Description: Proposed XS #13 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4702. 5 23 4699.9 23 4698.4 27 4698.4 27 4699.9 50 4702. 5 Manning's n values num= 3 Sta n Val Sta n val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 79 50 20 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.8 INPUT Description: Proposed XS #14 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701. 5 23 4699.6 23 4698.1 27 4698.1 27 4699.6 50 4702.3 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths : Left Channel Right Coeff Contr. Expan. 23 27 18 50 82 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5 . 7 INPUT Description: Proposed xS #15 Page 10 springcreek. rep station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701. 5 23 4699.3 23 4697.8 27 4697.8 27 4699.3 50 4702 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr, Expan. 23 27 19 50 86 . 1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.6 INPUT Description: Proposed XS #16 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.4 23 4699 23 4697. 5 27 4697. 5 27 4699 50 4700.7 manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 35 50 63 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5. 5 INPUT Description: Proposed xS #17 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.4 23 4698.7 23 4697.2 27 4697.2 27 4698. 7 50 4701 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 54 43. 5 33 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5 .4 INPUT Description: Proposed xS #18 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.6 23 4698.44 23 4696.94 27 4696.94 27 4698.44 Page 11 Springcreek. rep 50 4701.2 Manni ng's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 59 43. 5 28 . 1 . 3 CROSS SECTION RIVER: spring Cr. REACH: Main RS: 5.35 INPUT Description: Culvert xs Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.3 23 4698.18 23 4696.68 27 4696.68 27 4698. 18 50 4701. 1 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan, 23 27 15 1.8. 3 30 .1 . 3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 5.3 INPUT Description: Proposed xs #19 station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.3 23 4698.09 23 4696. 59 27 4696. 59 27 4698.09 50 4701.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 23 27 135 135 135 .1 .3 CULVERT RIVER: Spring Cr. REACH: Main RS: 4.85 INPUT Description: N vaquero Crossing Distance from Upstream XS = 7 Deck/Roadway width - 35 weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Page 12 Springcreek. rep 0 4701.19 25 4701.4 50 4701.81 upstream Bridge Cross Section Data station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701.3 23 4698.09 23 4696. 59 27 4696.59 27 4698.09 50 4701.2 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Coeff Contr. Expan. 23 27 .1 .3 Downstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 4701.19 25 4701.4 50 4701.81 Downstream Bridge Cross section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701 23 4697.22 23 4695.72 27 4695.72 27 4697.22 50 4699.2 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Coeff Contr. Expan. 23 27 .1 .3 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = weir crest shape = Broad Crested Number of culverts = 1 Culvert Name Shape Rise Span Culvert #1 Pipe Arch 1.875 3.06 FHWA Chart # 35- 18 inch corner radius; Corrugated metal FHWA Scale # 2 - No bevels Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 7 120 .013 .013 0 .7 .9 upstream Elevation = 4696. 55 Centerline Station = 25 Downstream Elevation = 4695.83 Centerline Station = 25 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 4.8 Page 13 springcreek. rep INPUT Description: Proposed xS #21 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4701 23 4697.22 23 4695.72 27 4695. 72 27 4697.22 50 4699.2 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 77 49 23 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 4. 7 INPUT Description: Proposed xS #22 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4700.6 23 4696.88 23 4695. 38 27 4695. 38 27 4696.88 50 4700.1 manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 135 144 146 .1 .3 CROSS SECTION RIVER: Spring cr. REACH: Main RS: 3.9 INPUT Description : Proposed XS #23 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4699.2 23 4696.01 23 4694. 51 27 4694. 51 27 4696.01 50 4698. 1 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 63 48 33 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 3.8 INPUT Description: Proposed xS #24 station Elevation Data num= 6 Page 14 Springcreek. rep Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4698.2 23 4695 .72 23 4694.22 27 4694.22 27 4695.72 50 4697. 5 Manning's n values num= 3 Sta n val Sta n Val Sta n val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 44 48 49 .1 .3 CROSS SECTION RIVER: Spring Cr. REACH: Main RS: 3 .7 INPUT Description: Proposed xS #25 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4697. 5 23 4695.43 23 4693 .93 27 4693 .93 27 4695.43 50 4697 Manning's n values num= 3 Sta n val Sta n Val Sta n Val 0 .04 23 .045 27 .04 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 23 27 10 10 10 .1 .3 SUMMARY OF MANNING'S N VALUES River:Spring Cr. Reach River Sta. n1 n2 n3 Main 9.9 .04 .045 .04 Main 9.8 .04 .045 .04 Main 9. 75 Culvert Main 9.7 .04 .045 .04 Main 9.6 .04 .045 .04 Main 8.9 .04 .045 .04 Main 8.8 .04 .045 .04 Main 8 . 55 culvert Main 7.8 .04 .045 .04 Main 7. 7 .04 .045 .04 Main 7. 6 .04 .045 .04 Main 7. 5 .04 .045 .04 Main 7.4 .04 .045 .04 Main 6.9 .04 .045 .04 Main 6.8 .04 .045 .04 Main 6.7 .04 .045 .04 Main 6.6 .04 .045 .04 Main 6. 5 .04 .045 .04 Main 6.4 .04 .045 .04 Main 5.9 .04 .045 .04 Main 5.8 .04 .045 .04 Main 5.7 .04 .045 .04 Main 5.6 .04 .045 .04 Main 5. 5 .04 .045 .04 Page 15 Springcreek. rep Main 5 .4 .04 .045 .04 Main 5. 35 .04 .045 .04 Main 5. 3 .04 .045 .04 Main 4.85 culvert Main 4.8 .04 .045 .04 Main 4.7 .04 .045 .04 Main 3.9 .04 .045 .04 Main 3 .8 .04 .045 .04 Main 3 . 7 .04 .045 .04 SUMMARY OF REACH LENGTHS River: Spring Cr. Reach River Sta. Left channel Right Main 9.9 92.7 95.8 95.4 Main 9.8 151.6 149.8 149. 5 Main 9.75 culvert Main 9.7 48.1 56. 5 54. 5 Main 9.6 5SO 550 550 Main 8.9 50 48 50 Main 8.8 109 123.15 120 Main 8. 55 culvert Main 7.8 76 49.8 20.8 Main 7. 7 107.6 49.7 45 Main 7.6 25 35.6 83 . 5 Main 7. 5 19.6 50 88.6 Main 7.4 151 150 148 Main 6.9 55 50 83 Main 6.8 65 50 33 Main 6.7 98 50 30 Main 6.6 40 50 89 Main 6. 5 89 50 16 Main 6.4 300 300 300 Main 5.9 79 50 20 Main 5.8 18 50 82 Main 5 .7 19 50 86 Main 5 .6 35 50 63 Main 5 . 5 54 43. 5 33 Main 5.4 59 43. S 28 Main 5. 35 15 18. 3 30 Main 5. 3 135 135 135 Main 4.85 Culvert Main 4.8 77 49 23 Main 4.7 135 144 146 Main 3.9 63 48 33 Main 3.8 44 48 49 Main 3.7 10 10 10 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Spring Cr. Reach River Sta. Contr. Expan. Main 9.9 .1 .3 Page 16 Spri ngcreek. rep Main 9.8 .1 . 3 Main 9.75 culvert Main 9.7 .1 . 3 Main 9.6 .1 .3 Main 8.9 .1 3 Main 8.8 .1 .3 Main 8. 55 culvert Main 7.8 .1 .3 Main 7.7 .1 .3 Main 7.6 .1 .3 Main 7.5 .1 .3 main 7.4 .1 .3 main 6.9 . 1 .3 Main 6.8 . 1 .3 main 6.7 . 1 .3 Main 6.6 .1 .3 main 6.5 .1 .3 Main 6.4 .1 .3 main 5.9 .1 .3 main 5.8 .1 .3 Main 5.7 .1 .3 main 5.6 .1 .3 Main 5. 5 .1 .3 Main 5 .4 .1 .3 Main 5.35 .1 .3 Main 5. 3 .1 .3 main 4.85 culvert main 4.8 .1 .3 Main 4.7 .1 .3 Main 3.9 .1 . 3 Main 3.8 . 1 3 Main 3. 7 .1 . 3 Page 17 e, .......... > w.» �I�+ :- R� / j: . �g ,Q:S: :M.a � : � � , �n «:# :<4 CO ~��� . . . . .% » \q ,a3w; i,24� � � i • . ; ELF R4 1\ '- � c !o' ig 4i 8�59: 9'§: � : • : �ƒ :} q'q: :§;§; f� . ' �; ee: §;C ........... . :y�a .§ ;Qq;�: I ;o;�;* �. .»;_; Sul: : : . . y ): ....... ....... : , :q:a; :¥;q. ;gi 2 m .4: �:a: ;o, ;o: �,_: ,2:»; :■;2 �\ ��� � � � � > .,..e..>,...e a «a.w.. .m.LO ; . , . � � n:o; . . .. u: � � ' . . : • f D §�\� 0� CL ;222; :�:� �L 04 2J ;L,LL CL :(;C; ............ . . ............ \ )i � I m cm q % .§i§ f:f t:� t. ; eye' ; eat' � e� e1 >.�: •-;-; -;-: .J,3: 1olo! J: U U: ; :2 C: -. � . : ; ,� ., : ,:CR; ::: dq E� : @�k� � � � ' � : ; � � � � : c c o:�. :'!Q � 0 HEC-RAS Pfan:111 River:Spring Cr React:Main ._ ..................... _......__.._._-..... _ i Reach i River Sla Profile -Q Tolal Mm Ch EI W S.Elev i CM W S, $G Elev E G.Slope Val Chn( Flow Area Top Width Fronde Ill Chi (cis) NQ (fl) ......M(h)_ .... (M1ly (IUfq ...(ILs) ._(sq It) _ (fl). ., - :Main 9.9 ;PF1 3600' 4714,86t; 4716-84 4111684, 4717.33 0,037658, 662. 640: 6.5G 1.00 ;__._..-_.__"__._,_..._...... .,_,................--_, r . .-- __,._._................... ............. ......._.. ....... .... ..__ ,... _...__..............__. ....... . 9 23; sG a2; 0.38 iMam 19.9 PF 2 --------- �1 00; 4714 86; 4718.17 4717.12. 4718 29 0,00432� 2.77 ,Main '9.8 PF 1 3600 47134G: 4716.58 4714.93 471659: 0,000405, 087 41 16: 2627 0.12; �_...._.___._ _.._....._..... ._.__.._... ..........._ .. ._...._.._._.........---- --- ... -_-_- . .... Main 9.8 -PF 2 ! 51 00: 4713,465 4718.23. 4715.10'. 4718.23� 0 000075: 0 53 10019. 46 36 0,05 .,.._.___-,_....:._.-_._..____..�......___.._........_...._. _:_-__.................................._............... ........- .........................-- -._...._._..... ............ ......-----•---.Main Culven _ ...---------...--- ------- .....................----..._.._......'..._......._•._..-._.-:_..._...._..._.... .__...__._. ------------_....- ---......._.._._... __..__.......__ ...................... �---------- ....i._. ._.... ...: Main !9.7 :PF 1 '. 3600 4711,26 47i3.i5 471256 4713.19' 0.005333: 226_ 1591; 17.10' 0.41 L.. _....._.....___.__..._........__...._.___....._ ................_. .. ............ ....._.. ,Main :9.7 'PF 2 51.00; 4711,261 4713.38 4712 7r 4713.47; 0,005286 2.46 20 73- 19 51 0.42; Main 9.6 •,.PF1- N ••••, 36.00: 471106 471216 471216 471254� 0.035061: •491 732- 9:98: 1.01: . ._. .... ........ .... .---. .. ....._ . �Ma;n '96 ;PF2 51.00 4711,06i 4712.37 471237� 471282, 0.03373E 534• 955 11.12. 4.02: '.Main 89 `PF1 3600: 4705.8D 4708.64 470695 470866. 0,000572 1.08; 3336? 1989 015. . _. ..._.....-------- _----- ---._.. .... _....... .. . .Main 8.9 ;PF2 5100': 4706.80: 4710.2$ 4707.16 471029, 0,000111 066; 8713' 3558 007; I ; -------=----------.---'......_... .. ..... ... .... ....._.__... .-...---._.. :Main f 8,8 PF 1 '- 36 00. 470545 4?08.631 4705.50:. 4708 64 0.000247 101.79 45 56 23:23 0 10 ;Main ;8.8 ,PF2 -�? 5100', 470545' 471028 4706.G9' 471028 0.00004Bi 0�1 11104j 4480' _ 005E ..._._.._._ _y ,----.. .......... . ....... -........ ...._... ........ .. ... -- ...........-.. .. i ;Main (8.65 i Culvert', i _._...._._...._. :................-------._,..............----------�.................._...._..._:........ .. ................:........... -----.._..-..__ ... ...i .. ............... ! - _..... - .. ,-------..._.._........_( ................ ..._...,............... .... .... n 17.8 PF1 _36.00Q{._-.-.._.--4-103.78............4706,03';._•.•._•., 4706,14': 0.005877 ....._._ 2.99 15.12j........_..� 20.291 ............... 0.35; ...... _...._.,., ...__......... .. ...... ... ... ....... ..... ;Main 7.6 PF2 ----,-61A6,-„---_-„4793.78-, 47os.2e• 470640'. 0.00571i 3.17- _._ 20921 _••_••25.76: _--__.-._035: ...._...._..-----._----'---'----..._......__..._---------_... .....__........- -:..---- _.._.._ _. _ .. i . .Main 57.7 '.PF 1 j 36.00 4703,48. 4705.77; 470587 0.00�247: 2.88 1602' 27 53! 633; _.... -.. ---- _,...,..__.... _.._.. _�.__.. ._....... ._.... _ . 21--.. . 'Main .7 7 :PF 2 51.00; 4703As: 4706,04: 4706 13 01004812: 2.95 .._._._ 22 65.,• •,••-27.57)..............0 33' ...-...._............._._._......_...._.._..-__.._-_...._.._......._..__..........................._.................-:-................._....... .................... ._....-..... _._.._........._. ... ;Main 7 6 :PF 1 36 00: 4703.18: 4705 0.1E a705 53 0.006653. 3.14 14 18 18 52: _ 0.37 --- ...... ........ 'Main 176 PF2 5100 470318', 4706,68 470561 0.006097; 3.27 2002- 240V 036; 3.._._...___......_..__.___.__.. __-_ ..... ......... ----- ........a .... _.. .._...._.. ... ; .......... Main 7.5 ,PF 1 ,._.__._., 3600: 470288. 470517' 470529 0905708` 299! _...1489 1847� 035: ---._ ...... ....... ........... .._._................ .............. _ -Main i 7 5 ,PF 2 5.66 470288 4705.44; 4705.56 0.005503 3 V: 20 491 23.36: _..._._.._.....__-.._.... ......_......................... ....:... ..---- _ _._._.._...... ..... ...._._._....- -- I Mem 17.4 PF 9 36.00! 4702.58 4704.87: 4704 99 0.005855 3 02 _ 14 60! 17.75; 0.35. •--.......--......................_. ........................_............._...,.........._......._.._.._......_......................_..._..... ._.. _.............. •Mam !7.4 'PF 2 51.00'; 4702.58 4705,14! 4705 213 0.005789: 3.23. 19 95.- .22.41: .._..•. ..0 36: __._.--_-_ ........... ..... :Main 16.9 :PF 1 3600 4701 69: 470406, 4704 17 0.005115 2.89 1514 1700- 0.33! --- --- -... ,.......... .. _ ... ;Main :6,9 'PF 2 51.00': 4701.69 4704.38; 4704 48': 0 004G86,, 3 01- 21 22, _.21.69 __ _ - 0 32'; --------------^----------------._....---....._._..... ... _.. -._ ............... ._ _ .. .,....._.__........... ... .. ..............._. ,•._....._. :Main 16.8 :PF 1 36.00': 4701.39- 4703-76: ; 4703 88 0.005426i 299 14 43; 15.29 0.34', ?Main 6 8 PF 2 51 00 470139. 4704.08; 4704.20 0.005099.- 3.14. 19 97I 19.42 0 34 i..._......_..._.___.._._.._._,........_. .......... ..._._..... _ ............... ........ ........._..................... ............... Man 67 :PF1 3600: 4701.09 4703-48; l 470360:; 0.005714: 307 13.70;. 1338, 0.36; -- ...._................. _Main 6.7 -PF 2 51 00: 4701.09 4703.80: 4703 04 0-005553 3 30: 18 63 16 83 0,35: .......__._...__..___..__.__............._.__._...............__.. ... ... .. ................ --- _............................................ . 'Mai :6.6 PF 1 36 00 4700.79 4703 16' 4703 3C 0.005953- 3 12: 13 39 12.92 0.36; ....... ..._.._ ._ ._.._., .. _..----._....... .. .. ... Mein 'fi,6 PF 2 51.00 4700.79; 4703.48• 4703 63 0.005915 3 39 18 04,, 16.18; 0.36 `.-'----------i'-'.-----------.-_..------._._..._ __... ....... ..... ......_. t. ._....._. : ------ ......... .__-- ........----'--_....... _.__.... iMam :6.5 IPF 1 3600. 4700.49 4702.84 4702.97; 0.005289. 3.18 13 12j 12.84: 0.37' _v.... ._..__._.._...._.._......_.....,__. ..__. . ._ . ;Main :6.5 PF.2 51.00: 4700.49 4703.14' 4703 29 0,006432 3.49 17 49 16 00' Us: :.. ..............................................................i...................................................... ... ... ..........-......... _... .. . ..: .. .. _ -; _........._ ................ .....e Mam :6 4 PF i 36 00: 4700 19: 4702 51 4702.65 0.006466 3.21 13.09 13.22! 0.37 ......._................... ...__._....._- .. :.-_.... ... ....... .............. ...._. ..._............ ... Main ;6A PF 2. 61.00 4700.19: 4702 28 4702-15. 4702 72' 0.022085 5.53 10.33: 10.02: 0,87. .Main 59 'PF1 3600 469840: 4700.69 ...........4.70081: 0005645 3.02 1466i 1795 0.35' .................._..._....._..........._..-_. .. . .... ....:.... ........ .......... - .._._........... .. ,Main 59 :PF2 51.00: 469840i 4701.56 470160,, 0001285 1.76 3717' 33,45 0.17 _...__�._._..__._...._...__....._.-._..._........_.._...._.._ - . .. -Mam `5,8 �PF7 3600. 4698,10 47C0.44 470064 0.004630. 2.73i 1672 ----_ 21.40 -_ 031: _...y-..------......_. .. ..............__........... -- Main 5 8PF 2 f_ _ 51.00 4698 10. 4701,53 4701 55 O OOD581 1.25 52 28 43.47 0.12 p.. .......... ..... �...._._. ...._...__.... ...... .,__._.._._..__...... ...,......-._... ...._._.......__ .. ... ---..... .------- -----... ..... L...... .. .... ..._............................. .......... .;_.............................. _ ... ........ Main 5,7 PF 1 W.00' 4607.801 4700,26 4700.33 0.003505 2.45 18 64_ 22.26 0 26; :Mam 5 7 PF 2 51 00: 4697 80 4701.524 4701 53 0-000367• 1 05 61 44 45.87 0 10: _........ ------ --- __.. _..... .:...._ i.- _-.;_.................... ............ --__... Man -:9 6.-----.. .-_PF i•._•-, 36 00+ 4697 50''' 4700,1 T 4700 20 0.001705 7 80 26 35 _.....3 0.94: ........_. 0 19� __ _ :.. .... ,.. .... _.. _......_... . .... Main .5.6 :PF2 51.00 469750!. 4701,5V 470151, 0000149 070 8424; 50.00I 0.06: Main -5.5 :PF 1 3G 00. 4697.20; 4700,10; 4700 13. 0 00113C 1 56: 29 82: 29 97 0.16 :Main ,5.5 'PF2 5100. 469720: 4701,50. 470151: 6660126 0.G7 8857, 50.00 0.06 _.. ......_ ..... ........ ._... .._............... ...._..._?_....._.__... .. Mam 5.4 PF1 3600 469694 4700.07 470009% 0.000802 136 3313• 2937 014 ;Main E5.4 ;PF2 E 51,00 4696.94; 4701,50' E 4701.50 0.000113 066: 90.74 49.25: 0.05? ---...------------------------------._'..-----.................i............... -...-.._............... .......... -- -_.._ _.................._.._._...___ iMam _ 5._35 4PF 1 36.00 4696.68' 470D-04 4700.06 0.000494 1.13 39.fl3 32.41: 0-11: ...... .......... r.... .- _.__...---- ... .._. ... ... .. Mai 5 35 PF 2 51.00: 4696.68: 4701.49 4701 50. 0,000079' 0 57 102 19: 50 00 0 06; HEC-RAS Plan:111 River.Spring Cr. Read1:Main(Continued)r. Reach l River Sta ProtAe Q Total Min Ch EI W.S.Elev Cril W.S. E.G.Elev E.G.Slope Vel Chnl Flow Area Top Width Ffoude o Chl _. ., i . .: {d5) .............{q) _...:_ ....._.....-'-----eft)_-__ (!1} .(1V11}. .-., {..... {Sq n} .................(R) ;Main ............___...............-......__. _........................ ... _... ......._---- --- ------ - -- - _ _ .. ....... ... -...... Wain ;5.3 -PF 2 -i 51.00 4596 69 4701.49 4698.59 4701 50 0.000075 0.57 103 41. 50.00 0.05! ------------........._._.-"_-_ :-_.._......................_........_..------....._.............................. ..............--- ........... ... _ ._. < _.._..__.-........_ .._.-•---------'_ ---------- ..... ........................ 'Main i4.85 ! ! Culvert! :. _..._....._.. .._._....-_........_. ..---'--..._-._....-..-----.....__.._..-----------....._........................................._..._.._...............--- ---------....... __.....-.............. _............--- - ------------..._ .... _..�_. ................._................... . ......._.............. Main••-• •M4.8 _• •,.PF1 -•-�-••:_-.----.3600 469572; 4697.99' 4598.11! 0006151; 308 1432 1762_ -..-.---.. 036 ..... ......... ......_....__ .._._. ......................... iMain ;4.8 PF2 1.00`, 4605.72 4698.261 4698,39 0005951 ----327 .-. 1979 22.45 0.38 .------ ---1 ...... ._. ....... ---- ------ ------ .... ........ -------_._... .........._. .. .- Mafn i47 .--. PF.1.-- ---. ...._- 3G00. 469538 4697.67: 469784 0.006617i 321 1327t 14.48 037� ,._....____.._.............._. - ...,_....------ _._ _. ........... M83n '•4.7 :PF2 51A0. 4G95.38; 4697.90 469807 0.007576 386! 1697; 17.56 0.41'. _.............._ .. ...... _---- ain .......... ..........................._..... __ _.. main ••�3.9•_•_•• •.PF2 ___ ••, 5100 A6945i 4G9754 4697.58 0.00170A 496 3341 .., 3185 0.20: _ _._....__..__.._........ -....._ :Main 38 ;PF1 36,00': 469422` 4696,57 A696.66 0.004332� 26� 1745 2290 0.30'. _.............__._._..... _ ... .... ._ . 4694.22 4697.511 ' 4697 52 0,000740 1 37 48 49i 43.55 0.13: Main 3.8 .PF 2 51 00 f_ .. _ ...................... ... _ ;....... . ..---- ..----.._..._..:__......___..,.. ._ ' -- --.... ....... !Main 3.7 PF 1 36-00 4693.93', 4696.45; 469529E A698.66. OA62356; 2.04; 23.48i 30.28 _ ................... 'Main --,�3J•-.•---.-----••PF2-_ -_. •--51.00. 4693.931 4fi97.49i 469598, 4697.50 0.000308 093; 6T.15 4989 0.09' Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.9 Upper Reach C.S.#1 4721 ......................... Legend :-:..,,-••--•-- 4720, EG PF 2 i WS PF 2 4719- .................. . ...................+.................-----.............- EG PF 1 c 4718.4 o Crit PF 2 ro °: ---------------- - w 4717 WS PF 1 Crit PF 1 1 4716 : r Ground f 4715-i • Bank Sta .............._,........_.. .......,.... ..... ...._....,_...... _............. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.8 Upper Reach C.S.#2 ...__..,...._. -.................;_...................................................................__._....045......................._.._................................--_..._.,..•.......:..,.__...........04..............._;< 4719~: Legend......: ................................ 4718- - - - .____ _. . _ ______-- ...._......_..._.._....... - .._._._ - --• EG PF 2 WS PF 2 4717 EG PF 1 c " WSPF1 4716 ......_ i � Crit PF 2 w 4715•1 f Crit PF 1 Ground 4714 • Bank Sta 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.75 Cu€v S Vaquero Crossing ................... Q4................. 1..............................................................................._... 045..................................................................._....._; ................04 W_........;.: 4720.? Legend 4719 r EG PF 2 -- WS PF 2 4718.{ .......... . M. EG PF 1 4717%.. ... o i Crit PF 2 4716<,: ......................... WS PF 1 CO- Crit PF 1 4715 j --. — Ground 4714 Bank Sta 4713 ................... .............................................._.............................................•—...,.... .__...................... ........................._.............................................. 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.75 Cuiv S Vaquero Crossing s�-.__....__..04...............;=r....._._......_...-.__.,.__..._._.......- .... -.._........._. 045-........- __..___._...._.........__......._.......;....._........-.OQ_............ .._>y 4720 ----------------- i Legend ':, -. ..—..... I GPF1 4718-{ A i Crit PF 2 ' i EG PF 2 4716 Crit PF 1 4714..; ..................................................................................... WS PF 2 w . . ,.................._............................. . WS PF 1 ` Ground 4712 • Bank Sta 4710.;..............;.---,.__.__,__...,....._.,._.._..,.._--_....................._._.-,...................,_._.._........__ ....... --- ._..........._,...._........_._. .._.....:-....-..........-----------..... _,.._...; 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.7 Upper Reach C.S.#3 .................Oa..............:,...................-_.._.............................._...._................... ......................................................_.......-....................;...._........._...oa..................:.' 4717 .................... Legend .................... 4716? EG PF 2 WS PF 2 EG PF 1 WS PF 1 ° 4714 y ......................... Crit PF 2 w 4713 Grit PF 1 Ground 4712 • Bank Sta 4711 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=9.6 Upper Reach G.S.#4 04 . . ;:';..........................................................._.045...........__..............................................._; .................... .........-.¢ 4717 € Legend 4 EG PF 2 716- EG PF 1 _ 4715 WS PF 2 � A C Crit PF 2 4714 w WSPF1 w Grit PF 1 4713 -- .............. - -• -- -- Ground 4712 • Bank Sta 4711..............._...._.....,....._...,..._........._....................._................_..,.. .................... ,...._........................... ........_......................,................- .....;..........................................:... .. 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=8.9 Upper Reach C.S.#5 i -._....._._.04.......................; - ......._...__............._.. - ................_.....045-..........................---....._..._....__......-.;;z..._...._............._.04........................ _;. 4711 :.......Legend....._ .................. 4710 i EG PF 2 WS PF 2 4709 EG PF 1 x o WSPF1 ro 4708 Crit PF 2 w 4707 } Crit PF 1 Ground 4706 Bank Sta 4705: ._..._. ........_..;......._.....,..--..--_....._._....._._....._.._M_.._._.,.._......... ........_._.._.._,........._,......._.,.................-,._.........,.. _ _.._..._...._..- -,.. -..._._.__... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=8.8 Upper Reach G.S.#6 04..................... ................_.................._.......045..........._...._..._...._......._...._.........._......;vti.......................04.....................:. 4711 ................_......... ,. Legend ..._....................: 4710 EGPF2 i � WS PF 2 4709 .................... EG PF 1 c 0 WS PF I 4708'. � y> Crit PF 2 w 4707-; Crit PF 1 " Ground 4706 • Bank Sta 4705 '.' _ _............... ...............---............................_................. ......... _....__......_.... .......... 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=8.55 Culy C Street Crossing .04 ............................_.....................................045.. .................................................... _,........_............04...................... 4711 Legend 4710 EG PF 2 WS F2 j 4709 . . 1 � EG PF 4708 ............. Crit PF 2 OD WS PF 1 w 4707-1 -- Crit PF 1 Ground 4706 ; • Bank Sta 4705 ........_.............._........................................................................... ...................................... _.......................... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=8.55 Cufv C Street Crossing r ..._..... .... .._.......- ..... ... -.... .04 - -.......--------.._..._...__.. - .045...;.E._..................... ._......-....._.. .04.._.... ....._.__._............._.............__ ..................... 4711 Legend i; 4710 t i' EGPF2 �i WS PF 2 4709 I y 4708 i EG PF 1 �.. Crit PF 2 4707 ........................................ Crit PF 1 .................................... d ui 4706 ............_....... },......._...:................. WS PF 1 4705-' { �— f Ground 4704 -' Bank Sta i 4703....,.._..;_..._..__..........;._.._..._....._..................-----..._._..........__.._...._................_.. -....;...._.__..W_......_.._....._......._._....__...._,._.. ._.._ - 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=7.8 Proposed XS#2 -.04..._......................._........._,....._....._...._:,- 045..;.:.................,......._._......................._........... ............................................... ; ............. 4707.5 Legend 4707.0 i EG PF 2 4706.5 WS PF 2 .....................................................y._................................................... Z 4706.0- EG PF 1 WS PF 1 ! 4705.5• Ground w 4705.0 - Bank Sta 4704.5 4704.0- 4703.5. ........................_.,...............,....................,......_....,...........,........_........:........;..................,........_....._..._.............................................._......................._.._......._,.......... .,.._.......,._.._..... 0 10 20 30 40 50 Station(ft) Sprang Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=7.7 Proposed XS#3 .:.......................................................04...............................................>t....045.;.,;.............._,.....-........-......................... 04 .......................................... ...._ ........................ 4707,5 Legend .............................. 4707.0.., --------+--------- EG PF 2 4706.5 ` WS PF 2 ....................................................................................-................- ................ 4706.0? ..................... ............................................ EG PF 1 = 4705.5`. WS PF 1 4705.0 Ground 0 4704.5- Bank Sta 4704.0 4703.5- 4703.0..-... .....-..................................._......___.._.._._...................... .... ..._......................_.._,._......."-..................%............_.......__..-....-,.......,...........,_................................ 0 10 20 30 40 50 Station(ft) Spring Or. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=7.6 Proposed XS#4 . . . .. ........._........,.04....,.._..........- - --...._..........w;...045..;. _.._..._............. ........................._..._ _.............._....04 ....._............._._._.._..... :� ............._._..........._ 4708 i Legend ........................... EG PF 2 4707 ; WS PF 2 ................... EG PF 1 4706 WS .. PF 1 ___ o ......_....--•-•------------ k.. — 4705-, Ground I w • Bank Sta 4704 :., 4703 i - --:._... ......._..__............_.......,..__._...,..._.......,........................... --.-...................__.._.,_._...___.._.. .....,.._......... 0 10 20 30 40 50 Station(ft) Spring Or. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=7.5 Proposed XS#5 .:.................................................... 04..........._...._... — .............._.............:. . .045._;_:_......._......_............................._........04....._...._................................_............. 4707 Legend EG PF 2 4706 ---"---- WSPF2 .! ........................ ........ ___-_._.............. E EG PF 1 4705 ; o < WS PF 1 4704•i Ground Bank Sta 4703" 4702 4._..._......__..........---._...._........................................._................................_._...,........,.. ...;......_.....;............._...._.-....._._.. ..........,...............,..._..:..__.....,._.........,......._.._;.._....._........_.., 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=7.4 Proposed XS 46 _._.._..........v....................04.......................................................:.:...045 ........._............................_......,04-._...._..................................... 4707 . Legend EG PF 2 4706- WSPF2 ----------------- ........................................................................ ...... EG PF 1 4705 _ ... ..............................--------------- 0 WS PF 1 s Ground ' 4704"j 55 Bank Sta 4703 4702 . ........................_...._..,..--....---.........._.........:.............---....._......., ................,.............,............... ...........................................__.......................................... ,..., 0 10 20 30 40 50 Station(ft) Spring Cr. Plan:Plan 01 6/19/2007 Geom:Proposed ditch RS=6.9 Proposed XS 107 .;._........_..........-..._...._......_.............. 04......._._._.... _...__...__._;},;..045 .............. -- ......._.. 04. ........................................_......_.. 4707 Le d gen ...............__......... 4706' EG PF 2 WS PF 2 I 4705 EG PF 1 i c .. WS PF 1 m 4704 '. r Ground w • 4703 Bank Sta 4702 4701--_..._.._....._...,._.....,_.-...._..._... r_..._.,.._._._...--------------....,_..................,_._.....,.........._...........--- - ,...._....__........,.__._......................................_..._...-................ __....- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.8 Proposed XS#8 ...........................................................04........ ...................; 045..;._,..............._........................................... 04......................................................... ;; 4707 .................................. Legend 4706 EG PF 2 WS PF 2 4705' EG PF 1 c .................. ........................................ WS PF 1 ro 4704: Ground w 4703 Bank Sta 4702 4701............................................................................................. ._.._.......,..._........ ,_............_....._.....,....._.__._..__.._........_...,.........., 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.7 Proposed XS#9 _......................................................04 ..........................................-...045..;..;_......_............_...._....._................... 04.............................. ........_......;. 4708 ': ,.........._......................1 Legend .._........._..................; 4707.i EG PF 2 WS PF 2 4706 i ................... EG PF 1 i 4705 o WS PF 1 ---------- 4704_.. ........g:,:................................. Ground Bank Sta 4703 4702 4701....................................................--._...__..........._.................._.,.._...... _ ......_....._._.... .... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.6 Proposed XS#10 ..... ................................._.......04...._.._.............._.._.__.._.._...._..... 045- ....._...._.-.... _....—..04..._....__...._._.._....... - -? 4707. ................ _ Legend ..__........ 4706- EG PF 2 4705 WS PF 2 EG PF 1 Q 4704 WS PF 1 - - •................................ ny --•- �, 4703 j Ground Bank Sta 4702-. _..... ........v..__ 4701- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.5 Proposed XS#11 .......................................•.....04........_..._.._......_.............................;.; .045.;:i...........-.......... ........ .............._...._...04..................._........_........................ ...:_? 4707: :.................................., Legend .............................. : 4706_1 EG PF 2 WSPF2 4705 ............. EG PF 1 0 4704,' WS PF 1 H ................................A............. $> 4703 Ground Bank Ste 4702 ; 4701 4700:................................... ................-...............--..........._......._.._..__...._..........................._..........-........................,....................................... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=6.4 Proposed XS#12 ................................................ 04....._......................._..................................;.;...045.;. ........._................................................ 04. ....................................... .....;.:. 4706-? _..... Legend .......................: .........J....._... 4705 EG PF 2 .i ...................... EG PF 1 4704 WS PF 1 WS PF 2 4703 . ... m Crit PF 2 w , 4702-; Ground • Bank Sta 4701 4700. .......:...... ..._.............._..._..............,.........................................._................................._. -......_.........,. . ... ................._.........._.........._, 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.9 Proposed XS#13 ....................................._...................04.._............._........._.....__.._.. ...._...._; f-.045•;,_.....................................................04 ................. - ...- 4703 ..........-........... .... Legend EG PF 2 4702 WS PF 2 4701. EG PF 1 O ' WS PF 1 vGround 4700; Bank Sta 4699•- a € 1 a:r 4698 r _. - __._. . ...---------------------------- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.8 Proposed XS#14 ................................. ..........._................_.._ 4703 Legend ............................: ..._.._.: EG PF 2 4702 WS PF 2 ................ EG PF 1 y 4701 WS PF 10 `� •{ � Ground s 4700 w Bank Sta 4699.i 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch IRS=5.7 Proposed XS#15 ................. 04......................................._..;... 045 . ................._........... Oq......._........_......._................... 4702'; Legend ............. EG PF 2 T_ 4701.. ? WS PF 2 s EG PF 1 4700 0 o WS PF 1 .. Ground w 4699 Bank Sta 4698- 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch IRS=5.35 Culvert XS w..............._....._. = _ 47D2 4701 EG PF 2 WS PF 2 4700- EGPF1 4699 i WS PF 1 -�- - Ground LU 4698 Bank Sta 4697-� '` 4696 t-•............._................................,_.---.......................,._....._...,....................._.,........_ ....... ........,.........,.........._.__....... _._.._..;._._._..;.. -.._,_... , 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=5.3 Proposed XS#19 -_.........._............................................04............................_............................ 045.; r............_......_._....._............................ .......................__._...._._..- ..........._._...:., .04 4702- Legend 4701 ': EG PF 2 WS PF 2 i ................... 4700-` y EG PF 1 f _ WS PF 1 g 4699 i ; ti< < . ; Crit PF 2 ` uD _. 4698 i Crit PF 1 Ground 4697 • Bank Sta 4696..........._........:.................._..,............,.._..._.......__.._....._.............. ................_...... ................._...,....._._...- ..,..........,..............................__......................._......,..._..... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch IRS=4.85 Culy N Vaquero Crossing `• 04.............._.............._.... :;: .045 =<................................................... .04 4702 i .................. t egend _.................. _.... ....... ...... "EGPF2 j 4701. WS PF 2 4700? .. ............ .. ... ., . .. "..'.. . .. EG PF 1 i g WS PF 1 4699 .... ..._ Crit PF 2 4698 Crit PF 1 Ground 4697 Sank Ste 4696 ................------._................._...._.__,_._.._.__.. .. ...................,......._.,......_,....................,..............._........................... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=4.85 Culy N Vaquero Crossing r... ------------------.........-------------------- 04'----..........................._.............................;,:..045 ;. --..._-------...----------..._....-.._._... .04- - _..._._.._..._.._.•_._._;- 4702 Legend 1-;_............................................................................. �......:, .:- - - _..._..._. _...._. _ ... _ _... - ..................... 4701 EG PF 2 l k .1 ws PF 2 47oa-' .. EGPF1 4699 o ...................................:............................................... ............... WS PF 1 > 4698 _ Crit PF 2 Li _.... Crit PF 1 4697 ! ,----- j Ground i 4696 Bank Sta 4695.:i. ..... __...,.__..w_....._...; - -------- --......................._..... - _.._......._,._.... ......v._...._.._-.._._..- ........ 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom Proposed ditch RS=4.8 Proposed XS#21 .........................._................._....................04......_...........................................••......;, .045._:.;......._......._......._..._............_....... - .04......_.... ......._.._..._..._......._.............. .;. 4701 ..................................... Legend i EG PF 2 4700' WS PF 2 4699 ................... EG PF 1 C - - .............- WSPF1 4698 • Ground 4697 Bank Sta 4696= 4695:.............._........_._.........................__.........................._......_......_...................................._........._...,..._....__,..... .;_ ....., 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=4.7 Proposed XS#22 .............................................. 04.......................... ............ .;.. 045 ;.:.-, . .............................•....._......._...04..._....... .. 4701 4 .. .. ... Legen. d 4700- EG PF 2 WSPF2 4699 ................... ( EG PF 1 3 m 4698 ..................................................------------------- ..... WS PF 1 •- —.—, > Ground 4697-; Bank Sta 4696 4695;....._.......:.............. ....._._.._..._,...._.........._..- - .................... ...................._....._,-..... ..... .............. ...., 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=3.9 Proposed XS#23 ....................... _._............................ .04......................._._._.........._..__......,.....:_ 045..;,:;..............................._......... 04..... - 4700; ............... Legend 4699' s EG PF 2 ........-•--- WSPF2 i 4698 EG PF 1 o ! WS PF 1 4697; ........................................................................ - Ground lT! • 4696; Bank Sta 4694 - ---- ------------- -, - -....._..._ ........�---..__._,......_..._.....-�_----- -...,....... -• ._.....:............ �.._... : _,._._._...,- -•......_....._......... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=3.8 Proposed XS#24 ........................................................04................................._.............._...;. .045.;.;................_................ .........._....... .....04 _........:.; 4699 .................. , Legend .............._._........: EG PF 2 4698 i WSPF2 EG PF 1 4697 o •. .................................................................. WS PF 1 Ground w • Bank Sta 4695-' 4694 i...-.........._................._............._..........._.......... .....,............•..........,....................... .,..........................._......._......—_.._..................,.........,...................,..__........... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 01 6/19/2007 Geom:Proposed ditch RS=3.7 Proposed XS#25 ,.......... - __ .04 -s:: .045..:.:.............._....__............_................04..._.........._....................................... ...._..................... 4697.5 — Legend 4697.0 EG PF 2 4696.5 WS PF 2 x 4696.04 EG PF 1 ':. . _ WS PF 1 4695.5- ` .. v Crit PF 2 w 4695.0 Crit PF 1 4694.5 � Ground 4694.0- Bank•Sta 4693.5...._....................................._................._.................... .. .................•.........,......._.,............._....,................._................_................_,..........,...._......_........................ 0 10 20 30 40 50 Station(ft) /\} LL } ;} 7 / ' :m« e : . .�! _S � R i : z.� � • r��. \k k �\ # 2 ' \ ' E CD : ) o § ) 2 ' \ CD FL E E \ / k / . \ c \ / 7 - / � - � : ? � n , . . a , .., ..�....................... ...................... .... ... ..,..........��. . _ . o o a o a CD \ o \ § § § I,- * \ U uRa a D § eye. : : : . : ; : . i� �■�2� ' � : 1cyf � iele °;a � je: . G .co:m;co: mot /< k.a.�: ALL ;ED . =\ o; 22 &: LLj : , :�;m� � uj C.§:�� ........ ........y... tL :ui� : . ...........,.:, Of 0.! ; .; :��I;U-; co § 3. S:£;£` .�:):\: : :Lo�q;q: ..: : ,......... E 1 CURRENT DATE : 06-20-2007 CGof��N FILE DATE : 06-20-2007 CURRENT TIME : 09 : 24 : 46 �Gx-� e 1 FILE NAME : SPRING FHWA CULVERT ANALYSIS HY-8 , VERSION 6 . 1 C SITE DATA CULVERT SHAPE, MATERIAL, INLET U L INLET OUTLET CULVERT BARRELS V ELEV. ELEV. LENGTH SHAPE SPAN RISE MANNING INLET NO. (ft) (ft) (ft) MATERIAL (ft) (ft) n TYPE 1 4693 . 93 4692 . 81 150 . 00 1 RCPA 3 . 65 2 . 22 . 012 CONVENTIONAL 2 3 4 5 6 SUMMARY OF CULVERT FLOWS (cfs) FILE : SPRING DATE : 06-20-2007 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 4693 . 93 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4694 . 64 5 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4694 . 98 10 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4695 . 31 15 . 3 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4695 . 63 20 . 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4695 . 97 25 . 5 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4696 . 33 30 . 6 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4696 . 70 35 . 7 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4696 . 73 36 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4697 . 56 45 . 9 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 4698 . 04 51 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 00 0 0 . 00 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 OVERTOPPING SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: SPRING DATE : 06-20-2007 HEAD HEAD TOTAL FLOW % FLOW ELEV (ft) ERROR (ft) FLOW (cfs) ERROR (cfs) ERROR 4693 . 93 0 . 000 0 . 00 0 . 00 0 . 00 4694 . 64 0 . 000 5 . 10 0 . 00 0 . 00 4694 . 98 0 . 000 10 . 20 0 . 00 0 . 00 4695 . 31 0 . 000 15 . 30 0 . 00 0 . 00 4695 . 63 0 . 000 20 .40 0 . 00 0 . 00 4695 . 97 0 . 000 25 . 50 0 . 00 0 . 00 4696 . 33 0 . 000 30 . 60 0 . 00 0 . 00 4696 . 70 0 . 000 35 . 70 0 . 00 0 . 00 4696 . 73 0 . 000 36 . 00 0 . 00 0 . 00 4697 . 56 0 . 000 45 . 90 0 . 00 0 . 00 4698 . 04 0 . 000 51 . 00 0 . 00 0 . 00 <1> TOLERANCE (ft) = 0 . 010 <2> TOLERANCE (%) = 1 . 000 2 CURRENT DATE: 06--20-2007 FILE DATE : 06-20-2007 'RRENT TIME: 09 : 24 :46 FILE NAME : SPRING PERFORMANCE CURVE FOR CULVERT 1 - 1 ( 3 . 65 (ft) BY 2 . 22 (ft) ) RCPA DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL GRIT. OUTLET TW OUTLET TW FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (ft) (ft) (fps) (fps) 0 . 00 4693 . 93 0 . 00 0 . 00 0-NF 0 . 00 0 . 00 0 . 00 -0 . 79 0 . 00 0 . 00 5 . 10 4694 . 64 0 . 71 0 . 71 1-S2n 0 . 41 0 . 51 0 . 31 -0 . 28 7 . 06 2 . 21 10 . 20 4694 . 98 1 . 05 1 . 05 1-S2n 0 . 58 0 . 74 0 . 58 -0 . 04 6 . 09 2 . 72 15 . 30 4695 . 31 1 . 38 1 . 38 1-S2n 0 . 73 0 . 93 0 . 63 0 . 14 8 . 22 3 . 06 20 .40 4695 . 63 1 . 70 1 . 70 1-S2n 0 . 87 1 . 10 0 . 80 0 . 29 8 . 25 3 . 32 25 . 50 4695 . 97 2 . 04 2 . 04 1-S2n 0 . 99 1 .25 1 . 00 0 .43 7 . 99 3 . 53 30 . 60 4696 . 33 2 .40 2 .40 5-S2n 1 . 12 1 . 39 1 . 13 0 . 55 8 .43 3 . 71 35 . 70 4696 . 70 2 . 77 2 . 77 5-S2n 1 . 26 1 . 52 1 . 27 0 . 65 8 . 75 3 . 87 36 . 00 4696 . 73 2 . 80 2 . 80 5-S2n 1 . 26 1 . 53 1 . 27 0 . 66 8 . 77 3 . 88 45 . 90 4697 . 56 3 . 63 3 . 63 5-S2n 1 . 54 1 . 74 1 . 44 0 . 85 9 . 95 4 . 14 51 . 00 4698 . 04 4 . 11 4 . 11 5-S2n 1 . 73 1 . 82 1 . 62 0 . 94 9 . 90 4 . 25 El . inlet face invert 4693 . 93 ft El . outlet invert 4692 . 81 ft El . inlet throat invert 0 . 00 ft El . inlet crest 0 . 00 ft ***** SITE DATA ***** CULVERT INVERT ************** INLET STATION 0 . 00 ft INLET ELEVATION 4693 . 93 ft OUTLET STATION 150 . 00 ft OUTLET ELEVATION 4692 . 81 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0 . 0075 CULVERT LENGTH ALONG SLOPE 150 . 00 ft ***** CULVERT DATA SUMMARY ************************ BARREL SHAPE PIPE ARCH BARREL SPAN 3 . 65 ft BARREL RISE 2 .22 ft BARREL MATERIAL CONCRETE BARREL MANNING' S n 0 . 012 INLET TYPE CONVENTIONAL INLET EDGE AND WALL SQ. EDGE WITH 90 DEG. HEADWALL INLET DEPRESSION NONE 3 CURRENT DATE: 06-20-2007 FILE DATE: 06-20-2007 RRENT TIME: 09 :24 :46 FILE NAME: SPRING TAZLWATER ******* REGULAR CHANNEL CROSS SECTION **************** BOTTOM WIDTH 3 . 50 ft SIDE SLOPE H/V (X: 1) 2 . 0 CHANNEL SLOPE V/H (ft/ft) 0 . 012 MANNING' S n ( . 01-0 . 1) 0 . 040 CHANNEL INVERT ELEVATION 4692 . 02 ft CULVERT NO. 1 OUTLET INVERT ELEVATION 4692 . 81 ft ******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL FLOW W.S .E. FROUDE DEPTH VEL. SHEAR (cfs) (ft) NUMBER (ft) (f/s) (psf) 0 . 00 4692 . 02 0 . 000 0 . 00 0 . 00 0 . 00 5 . 10 4692 . 53 0 . 544 0 . 51 2 . 21 0 . 38 10 . 20 4692 . 77 0 . 554 0 . 75 2 . 72 0 . 56 15 . 30 4692 . 95 0 . 558 0 . 93 3 . 06 0 . 70 20 .40 4693 . 10 0 . 561 1 . 08 3 . 32 0 . 81 25 . 50 4693 .24 0 . 564 1 .22 3 . 53 0 . 91 30 . 60 4693 . 36 0 . 565 1 . 34 3 . 71 1 . 00 35 . 70 4693 . 46 0 . 567 1 . 44 3 . 87 1 . 08 36 . 00 4693 .47 0 . 567 1 .45 3 . 88 1 . 09 45 . 90 4693 . 66 0 . 569 1 . 64 4 . 14 1 . 23 51 . 00 4693 . 75 0 . 570 1 . 73 4 . 25 1 .29 ROADWAY OVERTOPPING DATA ROADWAY SURFACE PAVED EMBANKMENT TOP WIDTH 42 . 00 ft CREST LENGTH 500 . 00 ft OVERTOPPING CREST ELEVATION 4699 .45 ft _._ _ __ C�7 ,b �. � �• �i�Q o C � fl ri j f. i i } '� { E N N r N r G i LL LL LL iJ_ LL U. c Gl 4 CL i 0- 0- i 0 a- :i;J J OI! oO I Ji � 'Lu c E __. Cp C, r. .......... ....................................... ___. ....------.................--............._._.._.. '6 ..,u. {y o cp ....................._._.__-.,..- _.—..._._ O CD { j LL •w - t�^cam p m ) o! i `� x N � Vic. °_ s ..� L i Il L , d' (4)u01;en913 0 E1EC-RAS Plan:111 River:Spring Cr. Reach:Alain ... ..... ..... ..... -_ _. . z Reach River Sla Profile 1 Q TMaI.1111.1- -�Min Ch EI W.S.EEev CM N4S £.G.Elev C G,Slope Ve.CnnE flow Area ? Top N'dlh Froude q Chi (rE) (h) (hill) (1vs) Isq Iq lf9 'Main _ 9,9_ '�PFt �-� ^c 3600, 4714_.8_G, 471690 47 16 83 .1.71734., OD32385�-_-- 31-, 6./D G7G 094, Main _ 19.9 'PF2 - 1 51.00•----'.. . ...... _ - -_... _._- - _ _....... ... ` - _-,G07 8.401 '7.54 505t a71A 8G 4777 73 4717 U 737,70 00366�� ...__.._._....-_ 1 ------.-. .._----- Main 9.8 PF 1 3G 00� 4713.29 4715 04� - 4715 17- 0 07 1615 2.931 12.29 _ 1 g 841 -_0.5_91 9.8 :PF 2} ,` 5500E -4713T29i 471523 _ 471493 471540 0012079 3301 _-t5,48' 17.22 0.69i `------- - . - ----- ..... Main 9.7 PF 1 36 00j 4712.041 4713 38 4713.34 4713 57 0 029 10 4 30 8 38 12.47E 0.92E I_....- ___-.-.____W._.._._._..._..�__ _-. ...... -. -_ _-. 1Maln 49,7 jPF2 S7.DOE 4712.04 471360 4.7__1353 471392 0027972„_.., 454 - 1124 -_-_-_14.J7# _--,-_------_0.90 Main E9.6 EPF 1 _ 3G 00i 4711,06 4712.52 4712 68 0 010919- 3 22 .. 11.17 .11 89 -_ 0.59 ....... ! _... - ......_ E-_-_ - _ _......... ... E 1Mam •9 6 ;PF 2 r 51 001 4711,06 4712.79 4712 98 0.010421 3.4 14.64E 13.371 0.5911 'Main E8.9 �PF 1 �_._ 36 00: 47058 4707 3a 4707.52'; 0,008152)_.•„ 2 84_ -__-12.67 13:09,. 0 51 j :Main .8.9 PF2 _- � 51.ODI 470580 470763 .4707:79 .000II�G6� 3.19 1GOQ 1445! 0531 ,.._...-----I--- -- .._- E . ._ --. - - -------- _ •. 'Main [8.8 PF1 3000, 4705.43, 470676; 470692 0012703- 31G: 15_,37 1364I DfiSi iMain -�8.8 IPF2 5500 4705.43 470698 470717i 0052185 353I 5A4G _-••• 14761Ofi3 i Main 8.7�PF 1 '_ 36.00 4704.781 4706,22 4706 32 _0 0079491 - 2 60, -_i 3 64 _ 16 37 W 0.501 Wain 8.7 •PF2 51.06r 4704.78's, 470647 470659i 0007359E 2M Ill 1D 31' 0.491 _._ , _ __..._ _ . 1 I _ - __ _ -.......__._.-._.................---------- ._ __II -. 1 I Main Ill r I 3l 4704.411 4706.10J 4706.18 0.003722 i.91 18.8fi 20.14�_ _ 0.35 i Main 8.6 '1PF2 E 61.001 4704.411 4708.37 4706.44 0.0036701 2.08, 24.65 22,821 0.35 3 3 -f.._-._.___._.�..__. - 1 Main 7.9 ,PF1 1 3600: 47010. 4702..iI 470233 470275 Q03440G 518 _ 8.94( Y- 838 1.00 _ 1t 'Man ',7.9 ,PF 2w- �- 5500 470100 4702.571 470257 4703.06l - --0033895i v641 � 904` 947 -„• 1.02 . 1._.__._. ......------ - _.......:....._.__._.._..-:-.-._-_.._..... 'Main78PFi 3G00� 4698.30 4700.24 4G992T 470029 0.0022891. 1.86i 1934E _ 1432E 0.28 Main E 7.8 PF 2 p 57 00 4G98 s0 -. 4700.56 4699 u0 4700 63 0 0024G71 2.1.1 24 26 __ 15 G6 0.30j - ...... 1 ; -.. ..._�_- .............. Main i Main 7.7 PF 1 3fi 00� 4697.00 AG99.62 4698 6- 4699 74i 0 004�41, 2 70 13 341 7 97 0.37E 1 Main t7.7 i�PF 2 51 001 4697.00 4699 G7 4108 88 4699 89 0 00840 3..7 13 75E 8.08 _.v,•„,w0.501 t I w hMain 76 iPFS 36OOI 4694.30 41 33 469633 469661 0035709 SG1I 842 _G�34: 098• .........._ E _. -. iMain 7.6 EPF2 _ 51 OOL 4G94.301 4697401 469051 469768 0001384. 3.39 15.051 9.70 O.A8• ° 1 1 1.__..._...... ._ _... .... -- -------........................._..,, .._........___. Main 17.5 �PF 1 36.00E 4692.50� 4696.4✓• 4G93./ai 4696.451 0.0000921 0.51 70.341 33.79 0.0G EMain +7.5 rPF2 55.OD 4692.50 4697.491 4693.90E 4697.49i 0.0000571 0.47� 108.94� 45.04 0.05 _......_..... _L_ -' _ .. -.... -- - �.__._..............-.....-- ...............'__._ .,` ------- - 1........ _._.. .J Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=9.9 Upper Reach C.S.91 ......_........... 4721 f -Legend 1 47204 EG PF 2 ' EG PF 1 i 4719; Q I WS PF 2 i 4718-1 Crit'PF 2 4717 WS PF 1 i "= Crit PF 1 47161, i Ground 4715 J flank St, f 1 0 10 20 30 40 50 Station(ft) Spring Cr. Plan:Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=9.8 Upper Reach C.S.#2 .......... A719 Legend W 4718 j i EG PF 2 f —. WS PF 2 ................... 4717 EGPFI 0 7 WS PF 1 I 4716 j Crit PF 2 w 4715j ..............x ...:::. ......4.,_._ I Ground i Bank St, ] 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach Main RS=9.7 Upper Reach C.S.#3 04 .........._..Lr....._.._.__ .........._.....__._.., 045................................._ __......__. — - -- =fir.__........_ 04.._...._.__;f i Legend --- ----- 4717•1 3 EG PF 2 EG PF 1 4716 I WS FP 2-I Crit PF 2 4715 WS PF 1 FU 4714-f ,............................... Crit PF 1 Ground 4713-I • E F.� Bank Sta 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=9.6 Upper Reach C.S.#4 j -.— _._._.._.....04....-......._._., 4717-' 1i Legend I I EG PF 2 4716 WS PF 2 i.................... 4715- I EG PF 1 r _ 0 7 WS PF 1 4714-� > i Ground ; � f Ej ; 4713-s .................`..................... ? BankSta J ................................ l—.... ..—. 4712 t i 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=8.9 Upper Reach C.S.#5 "r;...._.-- --...................................................045 - ..................04.._......- - 4711 i € Legend f- I...._...�......... 4710: i EG PF 2 ! WS PF 2 4709•j I EG PF 1 o I WS PF 1 4708 4 > .................................. —�— j Ground w 4707 Bank St, j { 4706-1 f 4705 _.._ _._ ----,--.....,_.................................. .,.......,...._._.__...............__...........,..._....,................._.............__._. .. ....,........... 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=8.8 Upper Reach C.S.#6 .............._..... ------------ ............., ti 4709.5-i f Legend 4709.0{ fi"—�- - " d EG PF 2 4708,5-1 WS PF 2 4708.0- EG PF 1 I is 4707.5-1 +-- — WS PF 1 I s I 4707.0-i --.:---..— .._.... '— :—. ......... ! Ground fi uJ 1 - ✓ ,-'� I � E 4706.5 i j Bank Ste 4706.0 4705.0.'...._.,............------•---------------.... ...,..... ._........................_..........................................,.................................................._....,_...............-....,....-...,-.........-..............._. 0 10 20 30 40 50 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=8.7 Upper Reach C.S.#7 -.. - 04- --;;'• ._..__... ...._----.045.._.........._................................................:�..._............ .04 -- ........;. 4709- ..............-....._...... Legend EGPF2 ` 4708. ....__..._._...I WS PF 2 4707 EG PF 1 c WS PF 1 o ....................... �— _ a Ground 706 w _ f ' r> { Bank Sta 4705-4 1 -T---r--+----------r--__.,....__.,.---_.,-_•-.,.___r- --,-..__...._.......,...--..................._..... ---• ;---�------•------...._...: 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=8.6 Upper Reach XS#8 ..._......... 04 - ..... 045 ..._.____ ----- ------... ---. ..._........04 >+ 4708.5 is Legend f 4708.0-1 E EG PF 2 4707.5 ` WS PF 2 i 4707.0-1 ................. � � EG PF 1 i- —I c 4706.5-1 .................................. ? 4706.0 ,ate I Ground i Bank Sta All�z � 4705.0 ti b1 � 4704,5-; t. i 0 10 20 30 40 50 60 Station(ft) Spring Cr. Plan:Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr, Reach=Main RS=7.9 Lower Reach XS#4 iv.. - ----- . 47071 e_.._L..._.....__._.._....., gend i 4706 f" EG PF 2 j EG PF 1 4705 WS PF 2 i c Grit PF 2 i j4704•1, - i WS Pt=1 i +_ Grit PF 1 4703-' + Ground 4702- Y•. Levee • r. Bank Sta 4701.1... .... ........_........................,.-- _..._...._.._._._ 1150 1200 1250 1300 1350 1400 1450 1500 1550 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=7.8 Lower Reach XS N3 (.;....-----..................................- .04. 045; ..........._.._....._........._...04 4705, 1..-.. -..... .... i Legend 4704 i EG PF 2 i JWS PF 24703 "---- _� FGPF1 0 4702 WS PF 1 Crit PF 2 u'> 4701 i w Crit PF 7 4700 J a Ground 1 Levee 4699 S r j • j ? Bank Sta i 4698 I- -- ------ -- -........... -.......,..----_._. .r-__-----...,....._.._.....................................ry... ------- .........--,'---........_.._.._..._: 1200 1250 1300 1350 1400 1450 1500 1550 1600 Station(ft) Spring Cr. Plan:Plan 02 6/19/2007 Geom:Existing Ditch River=Spring Cr. Reach=Main RS=7.7 Lower Reach XS D 4703 0Legend_._ 7 4 } 5 .........1 4702 i EG PF 2 j..................i EGPF1 4701.1WS PF 2 0 4700•1 . WS PF 1 ca 'r � Crit PF 2 4699-1 Crit PF 1 1 - j 4698-.1 Ground 4697_1 i Leee Bank Sta 0 50 100 150 200 250 300 350 Station(ft) Spring Cr. Plan: Plan 02 6/19/2007 Geom:Existing Ditch River .=Spring Cr. Reach=Main RS=7.6 Lower Reach XS C .04_---------.----....._...._._......_.------ !, 045' ................................... .04 _....._........_ l 4704- Legend EG PF 2 4702' WS PF 2 i................ ti € EG PF 1 x 4700 i I ......_._.a.._. .- o Crit PF 2 j WSPF1 4698..1 uJ Crii PF 1 w Ground 4696- . .-[_-...._... j Levee • i Bank Sta 4694---------------- -------r .,......._, .........................._...._......v........................................................,...............:-..._;.........., _...._................. 0 50 100 150 200 250 300 360 Station(R) Spring Cr. Plan: Plan 02 6/19/2007 Geom-.Existing Ditch River=Spring Cr. Reach=Main RS=7.5 Lower Reach XS A .04 ........ .........!�& 04--—045 4706 Legend 4704 EG PF 2 WSPF2 4702-i .................. EG PF I 0 4700 WS PF I Crit PF 2 4698 W ------- Cflt PF I 4696-1 ------ Ground 4694 4 Levee Ba nk Sta 4692,1 ----------------- ------— 0 50 100 150 200 250 300 350 Station(ft)