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HomeMy WebLinkAboutDrainage Reports - 03/19/2009Final Drainage Report for Mitchell Block City of Ft CdUMgpp ved Pk= Fort Collins, CO App February 25, 2009 3 7-1 4-O`i MOPEATT OF FORT Counil'tT� Prepared For: Everitt Enterprises Prepared By: I NORTHERN ENGINEERING 200 South College Ave., Suite 100 Fort Collins, Colorado 80524 Phone:(970) 2214158 Fax:(970) 2214159 Project Number: 110-024 F ADDRESS; PH070:97022L4158 NORTHERN M&�,i�„m Subim wEes,1E ENGINEERING rwtCollif,C08W4 RX 970.121.4159 wmmU0"°��" February 25, 2009 City of Fort Collins Stormwater Utility 700 Wood St. Fort Collins, CO RE: Final Drainage Report Mitchell Block Fort Collins, Colorado Dear Staff: Northern Engineering Services, Inc. is pleased to submit this Final Drainage Report for the proposed Mitchell Block for your review. If you should have any questions or comments in your review, please feel free to contact me at your convenience. Sincerely, NORTHERN ENGINEERING SERVICES, INC. aw" L, Aaron Cvar, P.E. Bud Curtiss, P.E. I I TABLE OF CONTENTS i 1.0 Scope 1 2.0 Site Location and Description 2 3.0 Floodplain Encroachment 2 r4.0 Historic Drainage Patterns 3 ' 5.0 Off -Site Runoff 3 6.0 Proposed Drainage Patterns 3 7.0 Hydrologic/SWMM Modeling 3 8.0 Hyrdraulic/HEC-RAS Modeling 4 References 6 APPENDICES Appendix A — SWMM Schematic and Basin Exibit Appendix B — Effective SWMM Model Appendix C — Duplicate Effective SWMM Model Appendix D — Proposed Effective SWMM Model 1 Appendix E — Proposed Effective HEC-RAS Model Appendix F — Proposed Effective HEC-RAS Model with Safety Factor I I I I I I L Final Drainage Report Mitchell Block t li UE I NORTHERN ENGINEERING Final Drainage Report for Mitchell Block Fort Collins, CO February 25, 2009 1, 1.0 Scone This final drainage report has been prepared for the Office Spaces-252 Mountain Ave. (herein referred to as the "Project Site"), and is intended to: • Redefine basins and conveyance elements within the City of Fort Collins Old ' Town SWMM model in order to better define peak 100-year flow rates in the adjacent Mountain Ave. and Walnut St. • Revise the City of Fort Collins Old Town HEC-RAS model in order to analyze 100-year water surface elevations in the north half of Mountain Ave and in the south half of Walnut St., allowing for design of the finished floor elevation on the Project Site. • Summarize historic drainage patterns and conveyance. • Summarize proposed drainage patterns and conveyance. I I 11 I I Cl I I Cl I I I I Final Drainage Report Mitchell Block NORTHERN ENGINEERING 2.0 Site Location and Proposed Development The Project Site is located at the west corner of the intersection of Mountain Ave. and Walnut St. The Project Site currently holds a one-story office building. A small parking area is located along the west side of the existing building. The site is to be re- developed with an office building and an underground parking lot. The underground parking lot entrance will be off of Walnut St. and will be equipped with sump pumps should any storm runoff spill from the street. As discussed below, the entry to the underground parking lot has been designed at an elevation above the 100-year flood elevation with a safety factor of 133% applied to the 100-year flow rate. 3.0 Floodplain Encroachment There are no FEMA designated 100-year floodplains in the vicinity of the Project Site. However, the City of Fort Collins has conducted a study which shows 100-year flooding in the vicinity of the Project Site. Flood levels in both the adjacent Mountain Ave. and Walnut St. have been determined in this study. The HEC-RAS model from this study -2- Final Drainage Report NORTHERN Mitchell Block NA ENGINEERING was furnished to Northern Engineering by the City and has been modified in order to show changes in flow rate and street cross -sections, as discussed below. L4.0 Historic Drainage Patterns Historic drainage patterns within the Project Site generally direct roughly half of the drainage from the Project Site to the adjacent Walnut St. and the other half to the 1 adjacent Mountain Ave. There are existing curb inlets in both Mountain Ave. and Walnut St. adjacent to the Project Site, which receive historic drainage from the Site. Based on discussion with City Stormwater Utility staff, these inlets are tied to the Oak Street outfall ' system, which carries a significant amount of flow from upstream basins; therefore, these inlets capture only nuisance flows. Storm flows in larger events bypass these inlets and are conveyed within Mountain Ave. and Walnut St. 5.0 Off -Site Runoff As shown in the City of Fort Collins Old Town SWMM model, offsite flow is conveyed along Mountain Ave. and Walnut St. adjacent to the site. The Old Town SWMM model was furnished to Northern Engineering by the City and has been modified to better show site specific drainage patterns and conveyance. The original SWMM model was done on more of a "macro' scale. As discussed below, the SWMM model has been refined to better reflect conditions relavent to the Project Site. 6.0 Proposed Drainage Patterns Proposed drainage patterns within the Project Site will be consistent with historic patterns and will generally direct roughly half of the drainage from the Project Site to the adjacent Walnut St. and the other half to the adjacent Mountain Ave. Runoff will be directed to the existing curb inlets in both Mountain Ave. and Walnut St. adjacent to the Project Site. These inlets will be re -done with the proposed raising of the gutter flowline in Mountain Ave. and Walnut St. 7.0 Hydrologic/SWMM Modeling As shown in Appendix A SWMM Basin 850 was split into two new basins labeled 1001 and 1002 in the proposed effective model. This was done in order to more accurately I assess runoff into the half -streets of Mountain Ave. and Walnut St. Basin 1001 drains directly into Walnut St. Basin 1002 drains directly into Mountain Ave. In the effective model, Basin 850 was draining entirely into Mountain Ave. Also shown in Appendix A, Collection Node 864 was changed to a diversion node in order to represent a 50/50 flow spit at the intersection of College Ave. and Mountain Ave. This 50/50 split was discussed with City Stormwater Utility staff and decided upon based 1 on the topography of the College and Mountain intersection. A new conveyance element, Conveyance Element 1401, was added to represent the north half -street of Mountain Avenue. sm ' Final Drainage Report Mitchell Block C I I n NORTHERN ENGINEERING The results of the proposed effective SWMM model are summarized in Table 1, below: TABLE 1 — Proposed Effective SWMM Model Results Conveyance Element 100-Year Peak Flow ircel 1401 N. Half Mountain Ave 62.5 402 S. Half Mountain Ave 105.5 421 S. Half Mountain/Remington Intersection 122.6 453 S. Half Mountain Ave 38.6 489 S. Half Walnut St 36.3 8.0 Hvrdraulic/HEC-RAS Modelina Flood levels in both the adjacent Mountain Ave. and Walnut St. have been determined in this study using the Old Town HEC-RAS model provided by City of Fort Collins. The City's HEC-RAS model has been modified in order to show changes in flow rate and street cross -sections: 1 Specifically, sections 1400 and 1587 in the "mountain/Mtn below Remming" river/reach and sections 100 and 258 in the "walnut/10+00_17+50" river/reach have been modified. The gutter flowline in the north half of Mountain Ave. and the south half of Walnut St. has been raised in these sections, as well as the adjacent sidewalk to each of these gutters. No other cross-section modifications were made. Flow rates were changed at these sections in order to reflect the updated SWMM modeling as shown in Table 1, above. The flow rates in Table 1 were multiplied by a safety factor of 1.33 to establish adequate freeboard from the 100-year water surface elevation, per discussion with the City of Fort Collins Stormwater Utility. This method is more conservative than the typical street,capacity reduction factor of 0.80 that would normally be applied to both Mountain Ave. and Walnut St. TABLE 2 — Proposed Conditions HEC-RAS Model (with Safety Factor) Results I I I River W.S. River Reach Sta Profile Q Total E/ev tcfsl ff l mountain Mtn below Reming 1400 PF 1 83.1 4974.97 mountain Mtn below Reming 1587 PF 1 83.1 4975.58 walnut 10+00 17+50 100 PF 1 48.3 4974.28 walnut 10+00 17+50 258 PF 1 48.3 4975.98 Appendices E and F provide a HEC-RAS Modeling Exhibit and HEC-RAS model output for both the Proposed Conditions HEC-RAS model, and the Proposed Conditions HEC- -4- I ' Final Drainage Report Mitchell Block IrI-. u� I I [1 I I I I N:H NORTHERN ENGINEERING RAS model with flows multiplied a safety factor of 1.33. The Results of the Proposed Conditions HEC-RAS model with flows multiplied a safety factor of 1.33 are summarized in Table 2, above. As shown in the HEC-RAS Modeling Exhibit (Appendix E), the proposed building has three finished floor elevations. The east section of the building has a finished floor elevation of 75.32. The doorway with the highest flood elevation is at the southwest corner of this section; the flood elevation (with safety factor) at this door is 74.98. The middle section of the building, which.is at the entry to the underground parking garage, has a finished floor elevation of 75.49. The flood elevation (with safety factor) at the entry to the parking garage is 75.45. The northwest section of the building has a finished floor elevation of 75.95. The flood elevation (with safety factor) at the doorway to this section is 75.68. 1 WE 11 Final Drainage Report Mitchell Block N d I NORTHERN ENGINEERING REFERENCES 1. Storm Drainage Design Criteria and Construction Standards, City of Fort Collins, Colorado, Updated April 1999. 2. Urban Storm Drainage Criteria Manual, Volumes 1-3, Urban Drainage and Flood Control District, Wright -McLaughlin Engineers, Denver, Colorado, Updated June 2001. 3. Flood Insurance Rate Maps for Larimer County, FEMA National Flood Insurance Program. December 19, 2006. mom I 11 1 APPENDIX A Laporte Ave. NODE 864 CHANGED � TO DIVERSION NODE 1 1002 !—� r_, . —cm{924}——c:oi9O5l-- \.J L.J 1001 1401 42 L' 891 402 r -� 889 ' � - Q^ l ,t 'l" ! .• �' � d-"!, y.. a ~7 J§�.�. !F. • t'-!V' ' ;t J >4t, C'� •i 11: .r Je t6.' ryV.;. .� • .. 'S: i • �'' • >-J't.+`. } r. „•.'Ytp'V;v-kr�•--�!> ••F� �fi.;�� ,..'� v � � • ::5 • •���-�ir'� oe �•.y? ��.,,• ,-F •. tyt.:.1 t i. •3>.'i' y�:: �-+. r L1 6' :`557t•)�� � •A C•.xft,'�••._^+• xeY d"� _ .y✓- 4; �t,�• dui ��yg .+_-. r' ! 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(SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) TAPE OR DISK ASSIGNMENTS , JIN(l) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 ' JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOVT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT 11) NSCRAT(2) NSCRAT 13) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED "` ENTRY MADE TO RUNOFF MODEL OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE: OTIUOMPA3. IN UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 NUMBER OF TIME STEPS 720 INTEGRATION TIME INTERVAL (MINUTES) 1.00 ' 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 .73 .71 .69 .67 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE:OT100MPA3.IN ' UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 1 0 .0 .0 1 2600'0 10.9 .0 62.0 .0300 .016 .0100 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 1 1 2 356 650.0 4.0 52.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 3 3 2047.0 14.1 50.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 4 4 1256.0 8.7 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 5 5 721.0 5.0 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 6 6 551.0 3.0 70.0 . .0010 .016 .250 .100 .300 .51 .50 .00180 1 7 7 564.0 1.8 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 8 8 918.0 6.3 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 9 9 822.0 5.7 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 10 10 804.0 5.5 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 11 11 457.0 3.2 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 12 12 447.0 1.3 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 13 13 784.0 5.4 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 14 14 770.0 11.2 54.0 .0380 .016 .250 .100 .300 .51 .50 .00180 1 15 15 658.0 2.1 40.0 .0010 .016 .250 .100 .300 .51 .50 .00160 1 16 16 1221.0 8.4 10.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 17 16 844.0 5.8 30.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 18 18 1791.0 12.3 82.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 19 19 724.0 5.0 70.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 20 20 384.0 1.2 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 21 21 505.0 1.7 10.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 22 22 606.0 1.8 30.0 .0200 .016 .250 .100 .300 .51 .50 .00190 1 23 23 784.0 2.4 70.0 .0200 .016 .250 .100' .300 .51 .50 .00180 1 24 15 683.0 4.7 70.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 1 Page 2 of 38 25 25 560.0 3.9 10.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 26 26 683.0 4.7 60.0 .0200 .016 .250 .100 .300 Al .50 .00180 1 27 27 497.0 2.3 90.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 28 28 461.0 3.2 70.0 .0010 .016 .250 .100 .300 .51 .50 .00IBO 1 ' 29 29 785.0 2.7 95.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 30 30 926.0 6.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 32 32 662.0 1.9 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 33 33 862.0 5.9 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 34 35 34 35 1302.0 610.0 1,1 2.4 10.0 80.0 .0010 .0100 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 1 .00180 1 36 36 796.0 3.7 B5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 37 37 878.0 5.8 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 38 38 667.0 3.7 50.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 39 39 1030.0 7.1 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 40 40 1316.0 9.1 70.0 .0200 .016 .250 .100 .300 1 ' 41 42 41 42 1472.0 532.0 10.1 2.9 70.0 50.0 .0150 .0010 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .51 .50 .50 .50 .00180 .00180 1 .00180 1 43 43 692.0 4.6 30.0 .0010 ..016 .250 .100 .300 .51 .50 .00180 1 44 44 798.0 2.8 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 45 45 897.0 6.2 60.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 46 46 664.0 4.6 95.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 47 47 671.0 3.1 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 48 48 810.0 4.0 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 49 49 650.0 4.5 70.0 .0400 .016 .250 .100 .300 .51 .50 .00180 I 50 50 563.0 2.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 51 51 1184.0 8.2 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 52 53 875.0 6.0 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 53 53 1067.0 7.4 10.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 ' 54 54 1135.0 7.8 10.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 55 55 851.0 5.9 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 56 56 701.0 3.5 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 57 57 556.0 3.8 30.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 58 58 1735.0 12.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 59 59 932.0 6.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 60 60 404.0 1.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 61 61 1653.0 11.4 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 62 62 548.0 2.1 20.0 .0100 .016 .250 .NO .300 .51 .50 .00180 1 63 63 631.0 4.4 99.9 .0100 .016 .250 .100 .300 .51 .50 .00IBO 1 64 64 682.0 2.2 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 65 66 67 65 66 67 fi62.0 800.0 4000.0 2.7 3.9 36.2 90.0 90.0 70.0 .0010 .0200 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 1 .00180 1 68 68 1350.0 7.3 90.0 .0100 .0100 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 1 .00180 1 69 69 1300.0 10.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 71 71 1500.0 8.8 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 72 12 536.0 3.7 90.0 .0100 .116 .250 .100 .100 .51 .50 1 73 73 1000.0 4.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 .00180 1 ' 74 74 1600.0 9.3 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 75 75 625.0 2.9 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 76 276 1000.0 7.3 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 77 77 1300.0 6.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 78 77 800.0 8.0 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 79 79 2700.0 22.0 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 80 80 1500.0 5.1 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 81 81 431.0 2.3 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 82 82 582.0 2.9 50.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 83 83 550.0 2.5 10.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 84 84 1175.0 8.1 10.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 85 85 2123.0 14.6 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 86 86 823.0 5.7 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 ' 87 87 487.0 3.4 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 88 88 1222.0 8.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 89 09 1050.0 7.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 90 90 916.0 6.3 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 91 92 93 91 92 93 2656.0 798.0 675.0 18.3 5.5 4.7 40.0 90.0 80.0 .0010 .0010 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 1 .00100 1 94 94 725.0 5.0 40.0 .0010 .0100 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .001BO 1 .00180 1 95 95 1300.0 9.0 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 96 96 1093.0 7.5 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 ' 97 98 99 97 98 99 1165.0 833.0 1279.0 1,1 5.7 8.8 40.0 40.0 40.0 .0100 .0100 .116 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 1 .00180 1 100 100 382.0 2.3 40.0 .0010 .0200 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 1 .00180 1 101 101 719.0 5.0 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 102 102 1020.0 7.0 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 103 103 1165.0 .8.0 95.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 104 104 520.0 2.4 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 ' 105 105 191.0 .9 99.9 .0200 .016 .250 .100 .300 .51 .50 .00180 1 106 106 741.0 5.1 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 107 107 2253.0 15.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 108 108 626.0 1.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 114 114 2600.0 18.7 38.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 501 501 1150.0 9.3 25.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 502 502 2600.0 12.0 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 503 503 5050.0 28.9 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 504 504 4500.0 36.1 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 505 515 3000.0 27.4 50.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 506 576 3100.0 24.8 50.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 507 507 4150.0 35.6 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 508 508 2750.0 15.9 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 ' 509 463 3750.0 26.0 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 510 475 4750.0 38.0 60.0 .0200 .016 .250 .100 .300 .51 .50 .001BO 1 511 472 2950.0 20.4 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 512 630 1700.0 11.7 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 Page 3 of 38 513 464 1650.0 13.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 514 833 1300.0 7.5 50.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 515 485 3700.0 25.3 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 516 180 5650.0 38.8 50.0 .0090 .016 .250 .100 .300 .51 .50 .00180 1 517 477 2000.0 16.1 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 I 518 518 1900.0 15.4 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 519 519 2300.0 14.5 30.0 .0650 .016 .250 .100 .300 .51 .50 .00180 1 520 520 2400.0 12.9 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 121 522 173 522 2450.0 1550.0 22.0 12.4 20.0 50.0 .0100 .0060 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00IBO 1 .00180 1 ' 523 523 6650.0 45.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 524 524 5750.0 26.4 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 525 651 2200.0 12.5 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 526 490 2900.0 16.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 527 930 3700.0 25.4 55.0 .0100 .016 .250 .100 .300 1 528 419 5100.0 29.3 55.0 .0080 .016 .250 .100 .300 .51 .51 .50 .50 .00180 .00180 1 529 430 3450.0 37.6 75.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 531 479 2300.0 10.5 50.0 ,0100 .016 .250 .100 .300 .51 .50 .00180 1 532 424 1750.0 10.0 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 533 655 1950.0 10.5 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 534 666 4200.0 29.0 55.0 .0130 .016 .250 .100 .300 .51 1 535 981 4800.0 34.5 90.0 .0050 .016 .250 .100 .300 .51 .50 .50 .00180 .00180 1 536 811 2350.0 8.1 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 537 922 1350.0 6.3 90.0 .0200 .016 .250 .100 .300 .51 .50 .001BO 1 538 442 1450.0 6.6 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 539 439 1350.0 6.3 85.0 .0090 .016 .250 .100 .300 .51 .50 .00180 1 540 540 3300.0 18.9 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 541 B16 1500.0 8.5 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 542 488 2900.0 23.3 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 543 922 1950.0 8.9 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 544 468 1500.0 10.4 55.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 545 491 1800.0 4.1 00.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 546 447 1200.0 2.7 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 547 547 2200.0 15.4 90.0 .0100 .016 .250 .100 .300 .51 .50 .00IBO 1 548 548 850.0 3.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 549 474 4300.0 19.8 55.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 550 550 4550.0 21.0 50.0 .0090 .016 .250 .100 .300 .51 .50 .00180 1 551 560 2700.0 12.4 90.0 .0150 .016 .250 .100 .300 .51 .50 .00100 1 552 466 1640.0 13.2 85.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 553 560 406 413 1370.0 350.0 11.0 2.8 90.0 50.0 .0060 .0100 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 1 .00180 1 ' 561 391 250.0 2.1 50.0 ,0250 .016 .250 .100 .300 .51 .50 .00180 1 401 422 2150.0 14.7 80.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 402 421 2050.0 9.3 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 405 405 1100.0 5.1 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 601 601 3050.0 17.4 60.0 .0100 .016 .250 .100 .300 1 ' 602 603 615 603 1200.0 2700.0 8.7 21.5 55.0 70.0 .0050 .0050 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .51 .50 .50 .50 .00180 .00180 1 .00180 1 640 948 1100.0 7.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 700 713 1000.0 6.5 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 701 701 2800.0 25.2 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 702 719 1600.0 13.0 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 703 703 2950.0 30.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 704 704 1500.0 12.4 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 705 705 2000.0 16.5 75.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 709 708 1700.0 12.8 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 709 709 3750.0 38.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 710 710 1800.0 13.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 711 711 2300.0 16.5 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 ' 712 712 3200.0 30.1 50.0 .0100 .016 .250 .100 .3DO .51 .50 .00180 1 760 760 4000.0 30.6 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 761 761 2550.0 25.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 773 773 1700.0 12.4 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 792 757 800.0 5.2 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 793 794 793 768 2000.0 700.0 17.1 9.5 60.0 35.0 .0060 .0060 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .001BO 1 .00180 1 ' B00 800 1750.0 6.1 90.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 801 850 2150.0 9.9 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 802 869 1750.0 4.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 804 804 800.0 1.8 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 141 146 1111.0 2.5 90.0 .0200 .011 ,250 .100 .300 .51 1 847 892 3200.0 18.4 60.0 .0100 .016 .250 .100 .300 .51 .50 .50 .00180 .00180 1 848 857 3350.0 19.1 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 849 858 1800.0 4.1 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 850 962 1850.0 8.6 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 851 968 1500.0 6.9 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 852 427 1350.0 4.7 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 795 795 1500.0 12.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 798 703 850.0 7.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 198 TOTAL TRIBUTARY AREA (ACRES), 2143.80 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE:OTIDDMPA3.IN UPSTREAM MASTER PLAN COND'S MC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 "` CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL •" WATERSHED AREA (ACRES) 2143.800 TOTAL RAINFALL (INCHES) 3.669 1 Page 4 of 38 TOTAL INFILTRATION (INCHES) .548 ' TOTAL WATERSHED OUTFLOW (INCHES) 3.000 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .121 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 ' OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE:OT100MPA3.IN UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 ' WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER HOP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 1 356 0 4 CHANNEL .0 575. .0070 50.0 50.0 .016 1 OVERFLOW 40.0 575. .0070 10.0 10.0 .035 10.00 .40 t 3 204 0 1 CHANNEL 2.0 800. .0090 30.0 30.0 .020 100.00 1 4 207 0 1 CHANNEL 2.0 1300. .0070 30.0 30.0 .020 100.00 1 5 207 0 1 CHANNEL 2.0 600. .0070 30.0 30.0 .020 100.00 1 6 210 0 1 CHANNEL 2.0 700, .0070 30.0 30.0 .020 100.00 1 7 6 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .200 .0 .000 .0 1.400 20.0 8 320 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 100.00 1 9 8 0 1 CHANNEL 2.0 320. .0040 30.0 30.0 .020 100.00 1 10 216 0 1 CHANNEL 2.0 1100. .0060 30.0 30.0 .020 100.00 1 11 219 0 1 CHANNEL 2.0 1400. .0050 30.0 30.0 .020 100.00 1 12 13 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .100 .0 .300 .0 .600 15.0 13 14 0 1 CHANNEL 2.0 1070. .0080 30.0 30.0 .020 100.00 1 14 392 16 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .926 .0 33.0 .010 5.8 .012 10.9 1.200 40.0 1.300 43.4 .255 1.734 15.6 49.0 .454 2. 341 20.1 83.6 .759 3.011 27.3 135.4 3.297 161.1 3.745 206.6 4.542 300.6 6.300 548.6 15 367 10 2 PIPE .1 1. .0100 .0 .0 .016 B.OD 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 8.0 .028 . 18.0 .4B0 53.7 1.817 92.3 18.791 155.8 28.544 205.7 41.467 261.6 58.610 323.6 78.797 389.0 16 372 22 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 27.0 .157 27.0 .304 27.0 1,040 30.1 1.770 37.0 2.500 41.0 3.230 46.6 4.490 50.8 5.750 62.9 7.000 81.0 8.260 101.7 8.270 190.0 8.271 290.0 8.272 390.0 8.273 490.0 8.274 590.0 8.275 690.0 8.276 790.0 8.277 890.0 8.278 990.0 8.280 1000.0 18 224 0 5 PIPE 2.0 600. .0040 .0 .0 .016 8.00 1 OVERFLOW 2.0 600. .0040 30.0 30.0 .020 100.00 19 224 0 1 CHANNEL 2.0 500. .0300 30.0 30.0 .020 100.00 1 20 19 0 1 CHANNEL 2.0 400. .0200 30.0 30.0 .020 100.00 1 21 19 3 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.900 .0 2.600 83.0 ' 22 15 0 1 CH CHANNEL 2.0 300. .0050 30.0 30.0 .020 100.00 1 23 16 0 1 CHANNEL 2.0 300. .0050 30.0 30.0 .020 100.00 1 25 351 6 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 2.0 .400 4.0 .500 17.0 .600 37.0 26 27 16 26 0 0 1 1 CHANNEL 2.0 700. CHANNEL 2.0 700. .0140 .0090 30.0 30.0 30.0 30.0 .020 .020 100.00 100.00 1 1 ' 28 26 0 5 PIPE .8 800. .0050 .0 .0 .016 8.00 1 OVERFLOW 2.0 800. .0050 30.0 30.0 .020 100.00 29 18 0 1 CHANNEL 2.0 600. .0010 30.0 30.0 .020 100.00 1 30 26 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR .000 STORAGE IN .0 ACRE-FEET VS SPILLWAY OUTFLOW .600 .0 .800 3.7 .900 23.7 1.100 53.7 ' 32 14 0 1 CHANNEL 2.0 470. .0200 30.0 30.0 .020 100.00 1 33 14 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.7 .100 2.7 1.000 26.9 34 228 0 5 PIPE 1.5 500. .0080 .0 .0 .016 8.00 1 OVERFLOW 2.0 500. .0080 30.0 30.0 .020 100.00 ' 35 34 0 1 CHANNEL 2.0 500. .0030 30.0 30.0 .020 100.00 1 36 35 0 1 CHANNEL 2.0 210. .0030 30.0 30.0 .020 100.00 1 37 34 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 100.00 1 38 37 0 1 CHANNEL 2.0 260. .0040 30.0 30.0 .050 100.00 1 39 232 0 1 CHANNEL 2.0 550. .0030 30.0 30.0 .020 100.00 1 40 389 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .450 9.2 .900 14.6 2.200 17.9 41 389 6 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .650 8.6 1.300 12.2 1.950 15.0 2.600 17.0 42 360 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 7.0 .200 7.0 .300 57.0 43 390 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .200 10.3 1.200 14.6 1 t 1 1 Page 5 of 38 44 390 5 2 PIPE .1 1. .0100 .0 .0, .016 8.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 14.6 1. 300 20.6 2.000 23.8 45 395 6 2 PIPE .1 1. .0100 .0 .0 .016 8.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 10.0 .200 10.0 1.400 10.0 3.800 10.0 7.400 910.0 46 296 0 1 CHANNEL 2.0 270. .0010 30.0 30.0 .020 100.00 47 296 0 1 CHANNEL 2.0 165. .0080 30.0 30.0 .020 100.00 48 296 0 1 CHANNEL 2.0 500. .0010 30.0 30.0 .020 100.00 49 48 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 100.00 50 88 0 1 CHANNEL 2.0 250. .0010 30.0 30.0 .020 100.00 51 53 7 2 PIPE .1 1. .0100 .0 .O .016 8.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .020 .0 .350 .0 1.130 .0 2.660 .0 3.260 .0 3.380 1000.0 53 337 12 2 PIPE .1 1. .0100 .0 .0 .016 8.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .680 .0 1.970 3.3 38.390 3.3 45. 660 11.6 50.490 25.5 56.170 131.9 61.420 256.2 66.680 497.7 73.160 877.8 79. 640 1376.0 06. 120 1996.0 54 333 0 1 CHANNEL 12.0 900. .0010 3.0 3.0 .050 100.00 55 250 0 1 CHANNEL 2.0 400. .0030 30.0 30.0 .020 100.00 56 55 0 5 PIPE 1.8 400. .0050 .0 .0 .016 8.00 OVERFLOW 2.0 400. .0050 30.0 30.0 .020 100.00 57 56 0 5 PIPE 1.5 1000. .0040 .0 .0 .016 8.00 OVERFLOW 2.0 1000. .0040 30.0 30.0 .020 100.00 58 273 0 5 PIPE 1.3 800. .0040 .0 .0 .016 8.00 OVERFLOW 2.0 800. .0040 30.0 30.0 .050 100.00 59 58 0 5 PIPE 1.0 600. .0100 .0 .0 .016 8.00 OVERFLOW 2.0 600. .0100 30.0 30.0 .020 100.00 60 253 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 2.0 .400 4.0 .500 22.0 61 58 0 5 PIPE 1.3 600. .0050 .0 .0 .016 0.00 OVERFLOW 2.0 600. .0050 30.0 30.0 .050 100.00 62 272 0 5 PIPE 1.3 400. .0100 .0 .0 .016 8.00 OVERFLOW 2.0 400. .0100 30.0 30.0 .050 100.00 63 62 0 5 PIPE 1.0 500. .0100 .0 .0 .016 8.00 OVERFLOW 2.0 500. .0100 30.0 30.0 .020 100.00 64 63 3 2 PIPE .1 1. .0100 .0 .0 .016 8.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .200 .0 .300 10.0 65 62 0 1 CHANNEI, 2.0 500. .0150 30.0 30.0 .020 100.00 66 230 0 4 CHANNEL .0 650. .0100 50.0 50.0 .016 .60 OVERFLOW 60.0 650. .0100 10.0 10.0 .035 10.00 67 167 0 4 CHANNEL .0 1000. .0070 50.0 50.0 .016 .40 OVERFLOW 40.0 1000. .0070 10.0 10.0 .035 10.00 68 230 0 4 CHANNEL .0 400. .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 400. .0040 10.0 10.0 .035 10.00 69 169 0 4 CHANNEL .0 350. .0080 50.0 50.0 .016 .60 OVERFLOW 60.0 350. .0080 10.0 10.0 .035 10.00 71 366 0 4 CHANNEL .0 600. .0100 50.0 50.0 .016 2.00 OVERFLOW 100.0 600. .0100 4.0 4.0 .035 10.00 72 307 0 1 CHANNEL 2.0 260. .0010 30.0 30.0 .020 100.00 73 171 0 4 CHANNEL .0 800. .0080 50.0 50.0 .016 .60 OVERFLOW 60.0 800. .0080 10.0 10.0 .035 10.00 74 171 0 1 CHANNEL 10.0 900. .0160 10.0 10.0 .035 5.00 75 171 0 4 CHANNEL .0 350. .0130 50.0 50.0 .016 .40 OVERFLOW 40.0 350. .0130 10.0 10.0 .035 10.00 77 230 0 4 CHANNEL .0 650. .0060 50.0 50.0 .016 .40 OVERFLOW 40.0 650. .0060 10.0 10.0 .035 10. 00 79 248 0 4 CHANNEL .0 800. .0090 50.0 50.0 .016 .40 OVERFLOW 40.0 800. .0090 10.0 10.0 .035 10.00 80 - 239 0 4 CHANNEL .0 750. .0090 50.0 50.0 .016 .40 OVERFLOW 40.0 750. .0090 10.0 10.0 .035 10.00 81 269 0 1 CHANNEL 2.0 200. .0010 30.0 30.0 .020 100.00 82 83 0 1 CHANNEL 2.0 700. .0100 30.0 30.0 .020 100.00 83 272 0 1 CHANNEL 2.0 600. .0100 30.0 30.0 .020 100.00 84 272 0 1 CHANNEL 2.0 900. .0100 30.0 30.0 .050 100.00 85 273 0 1 CHANNEL 2.0 1000. .0100 30.0 30.0 .020 100.00 86 56 0 1 CHANNEL 2.0 500. .0100 30.0 30.0 .020 100.00 17 55 0 1 CHANNEL 2.0 700. .0100 30.0 30.0 .020 100.00 BB 341 0 1 CHANNEL 2.0 550. .0080 30.0 30.0 .020 100.00 89 344 0 5 PIPE 1.5 1000. .0080 .0 .0 .016 8.00 OVERFLOW 2.0 1000. .0080 30.0 30.0 .020 100.00 90 89 0 5 PIPE 1.0 1000. .0100 .0 .0 .016 8.00 OVERFLOW 2.0 1000. .0100 30.0 30.0 .020 100.00 91 277 0 1 CHANNEL 2.0 1000. .0150 30.0 30.0 .020 100.00 92 199 0 1 CHANNEL 2.0 1000. .0050 30.0 30.0 .020 100.00 93 199 0 1 CHANNEL 2.0 300. .0100 30.0 30.0 .020 100.00 94 284 0 1 CHANNEL 2.0 300. .0050 30.0 30.0 .020 100.00 95 94 0 1 CHANNEL 2.0 700. .0100 30.0 30.0 .050 100.00 96 97 0 1 CHANNEL 2.0 900. .0100 30.0 30.0 .020 100.00 97 314 0 1 CHANNEL 2.0 450. .0100 30.0 30.0 .020 100.00 96 290 0 1 CHANNEL 2.0 700. .0050 30.0 30.0 .020 100.00 99 317 0 1 CHANNEL 2.0 550. .0100 30.0 30.0 .020 100.00 100 102 0 1 CHANNEL 2.0 200. .0200 30.0 30.0 .020 100.00 101 293 0 1 CHANNEL 2.0 380. .0050 30.0 30.0 .020 100.00 102 103 0 1 CHANNEL 2.0 600. .0100 30.0 30.0 .020 100.00 103 296 0 1 CHANNEL 2.0 600. .0010 30.0 30.0 .020 100.00 104 395 0 1 CHANNEL 2.0 500. .0100 30.0 30.0 .020 100.00 105 301 0 1 CHANNEL 2.0 800. .0070 30.0 30.0 .020 100.00 106 304 0 1 CHANNEL 2.0 800. .0050 30.0 30.0 .020 100.00 107 317 0 1 CHANNEL 2.0 650. .0100 30.0 30.0 .020 100.00 108 107 0 1 CHANNEL 2.0 900. .0060 30.0 30.0 .020 100.00 114 238 0 4 CHANNEL .0 1000. .0060 50.0 50.0 .016 .40 0 0 1 1 1 1 1 0 0 1 1 1 1 1 1 0 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 Page 6 of 38 OVERFLOW 40.0 1000. .0060 10.0 10.0, .035 10.00 115 347 0 3 .0 1. .0010 .0 .0 .001 10.00 1 116 326 0 3 .0 1. .0010 .0 .0 .001 10.00 1 120 121 4 3 .0 1. .0010 .0 .0 .001 10.00 122 DIVERSION TO GUTTER NUMBER 122 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 77.100 12.6 187.000 37.3 429.000 133.5 121 123 0 3 .0 1. .0010 .0 .0 .001 10.00 1 122 126 0 3 .0 1. .0010 .0 .0 .001 10.00 1 123 124 4 3 .0 1. .0010 .0 .0 .001 10.00 66 DIVERSION TO GUTTER NUMBER 66 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 64.500 39.5 149.800 58.3 295,400 139.9 124 9 0 3 .0 1. .0010 .0 .0 .001 10.00 1 126 356 0 1 CHANNEL 2.0 600. .0030 30.0 30.0 .020 100.00 1 167 120 6 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.8 .300 2.8 1.300 62.8 2.300 162.8 2. 400 172.8 169 fib 0 4 CHANNEL .0 250. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 250, .0040 10.0 10.0 .035 10.00 171 69 0 4 CHANNEL .0 250. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 250. .0010 10.0 10.0 .035 10.00 199 357 4 3 .0 1. .0010 .0 .0 .001 10.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 2.400 ,0 2.600 5.0 3.600 50.0 204 205 2 3 .0 1. .0010 .0 .0 .001 10.00 206 DIVERSION TO GUTTER NUMBER 206 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 1000.000 500.0 205 4 0 3 .0 1. .0010 .0 .0 .001 10.00 1 206 551 0 3 .0 1. .0010 .0 .0 .001 10.00 1 207 208 4 3 .0 1. .0010 .0 .0 .001 10.00 209 DIVERSION TO GUTTER NUMBER 209 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 20.300 10.4 48.000 22.5 144.300 50.5 208 10 0 3 .0 1. .0010 .0 .0 .001 10.00 1 209 552 0 3 .0 1. .0010 .0 .0 .001 10.00 1 210 213 3 3 .0 1. .0010 .0 .0 .001 10.00 57 DIVERSION TO GUTTER NUMBER 57 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 4.0 1000.000 4.0 213 214 2 3 .0 1. .0010 .0 .0 .001 10.00 215 DIVERSION TO GUTTER NUMBER 215 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 1000.000 667.0 214 5 0 3 .0 1. .0010 .0 .0 .001 10.00 1 215 20 0 3 .0 1. .0010 .0 .0 .001 10.00 1 216 218 3 3 ,0 1. .0010 .0 .0 .001 10.00 217 DIVERSION TO GUTTER NUMBER 217 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 10.0 1000.000 10.0 217 11 0 3 .0 1. .0010 .0 .0 .001 10.00 1 218 553 0 3 .0 1. .0010 .0 .0 .001 10.00 1 219 221 3 3 .0 1. .0010 .0 .0 .001 10.00 220 DIVERSION TO GUTTER NUMBER 220 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 2.0 1000.000 702.0 220 13 0 3 .0 1. .0010 .0 .0 .001 10.00 1 221 12 0 3 .0 1. .0010 .0 .0 .001 10.00 1 224 16 0 1 CHANNEL 2.0 600. .0080 15.0 15.0 .020 100.00 1 225 354 0 5 PIPE 2.8 3000. .0100 .0 .0 .016 8.00 1 OVERFLOW 2.0 3000. .0100 30.0 30.0 .020 100.00 228 229 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.100 43.0 3. 000 43.0 5.600 43.0 5.610 1043.0 229 496 3 3 .0 1. .0010 .0 .0 .001 10.00 350 DIVERSION TO GUTTER NUMBER 350 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 43.000 43.0 1043.000 43.0 230 231 4 3 .0 1. .0010 .0 .0 .001 10.00 225 DIVERSION TO GUTTER NUMBER 225 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 32.100 32.1 73.280 32.1 1185.000 32.1 231 84 0 3 .1 1. .0010 .0 .0 .001 10.00 0 232 33 4 3 .0 1. .0010 .0 .0 .001 10.00 234 DIVERSION TO GUTTER NUMBER 234 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 4.000 4.0 14.000 4.0 1000.000 4.0 234 393 0 3 .0 1. .0010 .0 .0 .001 10.00 1 235 394 0 2 PIPE 3.5 1630. .0050 .0 .0 .016 3.50 1 238 239 4 3 .0 1. .0010 .0 .0 .001 10.00 240 DIVERSION TO GUTTER NUMBER 240 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 18.000 .0 51.000 19.0 104.000 54.0 239 248 0 3 .0 1. .0010 .0 .0 .001 10.00 0 240 91 0 3 .0 1. .0010 .0 .0 .001 10.00 0 248 249 3 3 .0 1. .0010 .0 .0 .001 10.00 263 DIVERSION TO GUTTER NUMBER 263 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 17.100 17.1 1017.100 17.1 249 81 0 3 .0 1. .0010 .0 .0 .001 10.00 0 250 333 3 3 .0 1. .0010 .0 .0 .001 10.00 251 DIVERSION TO GUTTER NUMBER 251 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 13.5 1013.500 13.5 251 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 253 255 3 3 .0 1. .0010 .0 .0 .001 10.00 254 DIVERSION TO GUTTER NUMBER 254 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 100.000 2.0 1000.000 2.0 254 57 0 3 .0 1. .0010 .0 .0 .001 10.00 1 255 59 0 3 .0 1. .0010 .0 .0 .001 10.00 1 263 357 0 3 .0 1. .0010 .0 .0 .001 10.00 1 269 82 3 3 .0 1. .0010 .0 .0 .001 10.00 90 DIVERSION TO GUTTER NUMBER 90 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 1.100 1.1 1001.100 1.1 272 61 0 3 .0 1. .0010 .0 .0 .001 10.00 1 273 56 0 3 .0 1. .0010 .0 .0 .001 10.00 1 276 230 5 2 PIPE .1 1. .0100 .0 .0 .016 B.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW Page 7 of 38 .000 .0 .020 .2 1.030 .3 2.100 .3 3.480 .3 277 92 4 2 PIPE .1 1. .0100 .0 .0� .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 3.800 .0 4.100 5.0 5.100 50.0 284 93 3 3 .0 1. .0010 .0 .0 .001 10.00 28E DIVERSION TO GUTTER NUMBER 286 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 4.000 4.0 1004.000 4.0 286 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 290 102 3 DIVERSION 3 TO GUTTER NUMBER 292 - TOTAL Q .0 1. VS DIVERTED Q .0010 IN CFS .0 .0 .001 10.00 292 .000 .0 1.000 1.0 1001.000 1.0 292 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 293 294 3 3 .0 1. .0010 .0 .0 .001 10.00 295 DIVERSION TO GUTTER NUMBER 295 - TOTAL Q VS DIVERTED Q IN CFS 294 50 .000 0 .0 2.700 3 2.7 1002.700 2.7 .0 1. .0010 .0 .0 .001 10.00 1 ' 295 397 0 3 .0 1. .0010 .0 .0 .001 10.00 1 296 299 3 3 .0 1. .0010 .0 .0 .001 10.00 298 DIVERSION TO GUTTER NUMBER 298 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 5.000 5.0 1005.000 5.0 298 39B 0 3 .0 1. .0010 .0 .0 .001 10.00 1 299 45 9 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 9.500 .0 10.500 5.0 12.000 50.0 13.500 100.0 14.200 150.0 14.690 200.0 15.600 300.0 16.440 400.0 301 396 3 3 .0 1. .0010 .0 .0 .001 10.00 104 DIVERSION TO GUTTER NUMBER 104 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 5.0 1000.000 5.0 ' 304 103 3 3 .0 1. .0010 .0 .0 .001 10.00 105 DIVERSION TO GUTTER NUMBER 105 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 100.000 20.0 1000.000 20.0 307 309 3 3 .0 1. .0010 .0 .0 .001 10.00 308 DIVERSION TO GUTTER NUMBER 30B - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 4.0 1000.000 4.0 308 49 0 3 .0 1. .0010 .0 .0 .001 10.00 1 309 50 0 3 .0 1. .0010 .0 .0 .001 10.00 1 314 94 3 3 .0 1. .0010 .0 .0 .001 10.00 100 DIVERSION TO GUTTER NUMBER 100 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 25.0 1000.000 25.0 317 319 3 DIVERSION 3 TO GUTTER NUMBER 116 - TOTAL Q .0 1. VS DIVERTED Q .0010 IN CFS .0 .0 .001 10.00 116 ' .000 .0 100.000 35.0 1000.000 35.0 319 98 0 3 .0 1. .0010 .0 .0 .001 10.00 1 320 322 3 3 .0 1. .0010 .0 .0 .001 10.00 321 DIVERSION TO GUTTER NUMBER 321 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 20.0 1000.000 20.0 321 6 0 3 .0 1. .0010 .0 .0 .001 10.00 1 322 59 0 3 .0 1. .0010 .0 .0 .001 10.00 1 326 106 3 3 .0 1. .0010 .0 .0 .001 10.00 328 DIVERSION TO GUTTER NUMBER 328 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 18.500 18.5 1018.500 18.5 - 328 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 333 53 3 3 .0 1. .0010 .0 .0 .001 10.00 334 ' DIVERSION TO GUTTER NUMBER 334 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100.0 1100.000 100.0 334 398 0 3 .0 1. .0010 .0 .0 .001 10.00 1 336 333 3 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN MRS VS INFLOW IN CFS .000 .0 .083 60.0 3.000 60.0 .337 338 10 3 .0 1. .0010 .0 .0 .001 10.00 115 DIVERSION TO GUTTER NUMBER 115 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 3.300 3.3 11.600 8.3 25.500 22.2 131.900 55.0 256.200 111.1 497.700 184.4 877.800 287.0 1376.000 422.0 1996.000 600.0 338 19 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 341 342 3 DIVERSION 3 TO GUTTER NUMBER 343 - TOTAL Q .0 1. VS DIVERTED Q .0010 IN CFS .0 .0 .001 10.00 343 .000 .0 8.900 8.9 1008.900 8.9 342 51 0 3 .0 1. .0010 .0 .0 .001 10.00 1 343 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 344 88 0 3 .0 1. .0010 .0 .0 .001 10.00 1 347 349 10 DIVERSION 3 TO GUTTER NUMBER 348 - TOTAL Q .0 1. VS DIVERTED Q .0010 IN CFS .0 .0 .001 10.00 348 .000 .0 49.000 .0 50.000 .4 100.000 4.0 150.000 18.0 200.000 30.0 300.000 63.0 400.000 90.0 500.000 125.0 750.000 225.0 348 360 0 3 .0 1. .0010 .0 .0 .001 10.00 1 349 49 0 3 .0 1. .0010 .0 .0 .001 10.00 1 350 147 0 2 PIPE 2.3 1600. .0500 .0 .0 .016 2.25 1 147 392 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 351 353 3 3 .0 1. .0010 .0 .0 .001 10.00 352 DIVERSION TO GUTTER NUMBER 352 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 2.000 2.0 1002.000 2.0 352 20 0 3 .0 1. .0010 .0 .0 .001 10.00 1 353 30 0 3 .0 1. .0010 .0 .0 .001 10.00 1 354 357 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 356 3 0 3 .0 1. .0010 .0 .0 .001 10.00 1 357 88 3 3 .0 1. .0010 .0 .0 .001 10.00 359 DIVERSION TO GUTTER NUMBER 359 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 33.900 33.9 1033.900 33.9 359 397 0 3 .0 1. .0010 .0 .0 .001 10.00 1 360 362 4 3 .0 1. .0010 .0 .0 .001 10.00 35 ON TO GUTTER NUMBER 35 - TOTAL 0 VS DIVERTED Q IN CFS ' .000 .0 1.000 .5 25.000 12.5 1025.000 12.5 362 41 3 3 .0 1. .0010 .0 .0 .001 10.00 364 DIVERSION TO GUTTER NUMBER 364 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 7.000 7.0 1007.000 7.0 1 Page 8 of 38 364 398 0 3 .0 1. .0010 .0 .0 .001 10.00 1 366 171 7 2 PIPE .1 1. .0100 .0 .0� .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .000 .0 1.020 1.9 1.220 40.0 1.410 108.0 1.610 197.0 2.270 422.0 2.430 514.0 367 369 3 3 .0 1. .0010 .0 .0 .001 10.00 368 DIVERSION TO GUTTER NUMBER 368 - TOTAL 0 VS DIVERTED Q IN CPS .000 .0 19.260 19.3 1019.260 19.3 368 148 148 392 0 0 3 3 .0 .0 1. 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 1 1 369 14 0 3 .0 1. .0010 .0 .0 .001 10.00 1 371 15 0 3 .0 1. .0010 .0 .0 .001 10.00 1 372 371 3 3 .0 1. .0010 .0 .0 .001 10.00 373 DIVERSION TO GUTTER NUMBER 373 - TOTAL Q VS DIVERTED Q IN CFS 373 374 .000 0 .0 3 101.740 101.7 1101.740 .0 101.7 1. .0010 .0 .0 .001 10.00 1 1 374 376 3 3 .0 1. .0010 .0 .0 .001 10.00 375 DIVERSION TO GUTTER NUMBER 375 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 12.000 12.0 1012.000 12.0 375 14 0 3 .0 1. .0010 .0 .0 .001 10.00 1 376 148 0 3 .0 1. .0010 10.00 1 386 67 0 4 CHANNEL .0 650. .0070 .0 50.0 .0 50.0 .001 .016 .40 1 ' OVERFLOW 40.0 650. .0070 10.0 10.0 .035 10.00 387 79 0 4 CHANNEL .0 600. .0090 50.0 50.0 .016 .40 1 OVERFLOW 40.0 600. .0090 10.0 10.0 .035 10.00 388 114 0 4 CHANNEL .0 600. .0060 50.0 50.0 .016 .40 1 OVERFLOW 40.0 600. .0060 10.0 10.0 .035 10.00 389 390 0 2 PIPE 3.0 532. .0050 .0 .0 .016 3.00 1 ' 390 235 0 2 PIPE 3.5 590. .0050 .0 .0 .016 3.50 1 392 966 0 3 .0 1. .0010 .0 .0 .001 10.00 1 496 14 0 4 CHANNEL .5 475. .0370 12.0 12.0 .016 .50 1 OVERFLOW 5.0 475. .0370 20.0 20.0 .020 10.00 519 574 0 4 CHANNEL .0 740. .0080 50.0 .0 .016 .50 1 OVERFLOW 40.0 740. .0080 .0 10.0 .040 5.00 ' 523 187 0 4 CHANNEL .0 1300. .0060 50.0 .0 .016 .50 1 OVERFLOW 36.0 1300. .0060 .0 10.0 .040 5.00 187 188 3 3 .0 1. .0010 .0 .0 .001 10.00 189 DIVERSION TO GUTTER NUMBER 189 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 150.0 500.000 150.0 111 189 574 190 0 0 3 3 .0 .0 1. 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 0 0 ' 190 673 0 2 PIPE 5.0 470. .0030 .0 .0 .013 5.00 0 574 404 3 3 .0 1. .0010 .0 .0 .001 10.00 476 DIVERSION TO GUTTER NUMBER 476 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 70.000 70.0 500.000 , 70.0 404 555 0 3 .0 1. .0010 .0 10.00 0 476 673 0 3 .0 1. .0010 .0 .0 .0 .001 .001 10.00 0 673 674 0 2 PIPE 5.0 850. .0070 .0 .0 .013 5.00 0 555 730 0 4 CHANNEL .0 420. .0120 50.0 10.0 .016 .50 1 OVERFLOW 60.0 420. .0120 50.0 10.0 .040 5.00 730 731 8 3 .0 1. .0010 .0 .0 .001 10.00 732 DIVERSION TO GUTTER NUMBER 732 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 36.500 9.6 91.300 26.4 182.500 71.4 365.000 92.9 456.300 164.6 ' 547.500 244.6 638.800 303.8 731 744 0 3 .0 1. .0010 .0 .0 .001 10.00 1 732 745 0 3 .0 1. .0010 .0 .0 .001 10.00 1 744 477 0 4 CHANNEL .0 430. .0050 50.0 .0 .016 .50 1 OVERFLOW 17.0 430. .0050 .0 10.0 .040 5.00 745 415 0 4 CHANNEL .0 400. .0040 50.0 .0 .016 .50 1 ' OVERFLOW 30.0 400. .0040 .0 10.0 .040 5.00 415 416 7 3 .0 1. .0010 .0 .0 .001 10.00 417 DIVERSION TO GUTTER NUMBER 417 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 9.600 .0 26. 400 .1 71.400 10.4 92.900 24.0 1164.600 47.1 303.800 78.9 416 417 556 557 0 0 3 3 .0 .0 1. 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 1 1 556 419 0 4 CHANNEL .0 400. .0140 50.0 10.0 .016 .50 1 OVERFLOW 60.0 400. .0140 50.0 10.0 .040 5.00 524 418 0 4 CHANNEL .0 1030. .0020 50.0 .0 .016 .50 1 OVERFLOW 18.0 1030. .0020 .0 10.0 .040 5.00 418 480 480 651 0 0 3 4 .0 CHANNEL .0 1. 490. .0010 .0140 .0 50.0 .0 10.0 .001 .016 10.00 .50 1 1 ' OVERFLOW 60.0 490. .0140 50.0 10.0 .040 5.00 651 652 3 3 .0 1. .0010 .0 .0 .001 10.00 653 DIVERSION TO GUTTER NUMBER 653 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 100.000 100.0 500.000 100.0 652 454 0 3 .0 1. .0010 .0 .0 .001 10.00 0 fi53 654 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' fi54 185 0 2 PIPE 5.5 460. .0010 .0 .0 .013 5.50 0 454 525 0 3 .0 1. .0010 ,0 .0 .001 10.00 1 525 733 0 4 CHANNEL .0 490. .0040 50.0 10.0 .016 .50 1 OVERFLOW 60.0 490. .0040 50.0 10.0 .040 5.00 733 734 8 3 .0 1. .0010 .0 .0 .001 10.00 735 DIVERSION TO GUTTER NUMBER 735 - TOTAL Q VS DIVERTED Q IN CFS ' .000 .0 25.900 7.1 67.100 22.6 142.500 58.5 180.200 62.6 231.600 79.8 449.000 145.2 510.200 165.4 734 579 0 3 .0 1. .0010 .0 .0 .001 10.00 1 735 746 0 3 .0 1. .0010 .0 .0 .001 10.00 1 579 736 0 4 CHANNEL .0 500. .0080 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0080 50.0 10.0 .040 5.00 746 546 0 4 CHANNEL ,0 470. .0020 50.0 .0 .016 .50 1 OVERFLOW 30.0 470. .0020 .0 10.0 .040 5.00 73fi 737 7 3 .0 1. .0010 .0 .0 .001 10.00 738 DIVERSION TO GUTTER NUMBER 738 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.600 11.7 61.300 28.5 117.100 57.1 168.300 82.1 218.800 119.3 11 1 1 F I 1 Page 9 of 38 404.300 255.4 737 739 0 3 .0 1. .0010 .0 .0 .001 10.00 738 747 0 3 .0 1. .0010 .0 .0 .001 10.00 747 748 0 4 CHANNEL .0 480. .0020 50.0 10.0 .016 .50 OVERFLOW 60.0 480. .0020 50.0 10.0 .040 5.00 748 749 0 3 .0 1. .0010 .0 .0 .001 10.00 749 534 0 4 CHANNEL .0 500. .0070 50.0 10.0 .016 .50 OVERFLOW 60.0 500. .0070 50.0 10.0 .040 5.00 739 740 8 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 741 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 13.900 .9 32.900 9.3 59.900 23.7 86.100 40.3 99.300 47.0 148.900 76.6 224.200 117.9 740 751 0 3 .0 1. .0010 .0 .0 .001 10.00 741 750 0 3 .0 1. .0010 .0 .0 .001 10.00 750 534 0 4 CHANNEL .0 6BO. .0060 50.0 .0 .016 .50 OVERFLOW 30.0 680. .0060 .0 10.0 .040 5.00 751 419 0 4 CHANNEL .0 980. .0050 50.0 10.0 .016 .50 OVERFLOW 60.0 980. .0050 50.0 10.0 .040 5.00 419 742 12 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 743 - TOTAL 0 VS DIVERTED Q IN CPS .000 .0 .300 .1 2.800 1.1 8.900 3.3 21.800 9.2 35.300 15.7 50. 400 27.6 118.800 56.4 363.500 205.2 517.500 314.0 749.000 439.6 1053.600 580.6 742 528 0 3 .0 1. .0010 .0 .0 .001 10.00 743 752 0 3 .0 1. .0010 .0 .0 .001 10.00 528 874 0 4 CHANNEL .0 520. .0090 50.0 10.0 .016 .50 OVERFLOW 60.0 520. .0090 50.0 10.0 .040 5.00 752 753 0 4 CHANNEL .0 500. .0030 50.0 10.0 .016 .50 OVERFLOW 60.0 500. .0030 50.0 10.0 .040 5.00 753 754 0 3 .0 1. .0010 .0 .0 .001 10.00 754 981 0 4 CHANNEL .0 500. .0060 50.0 10.0 .016 .50 OVERFLOW 60.0 500. .0060 50.0 10.0 .040 5.00 605 688 8 2 PIPE .0 1. .0010 .0 .0 .001 .00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.350 14.0 2.700 68.5 4.040 182.3 5.390 366.9 6.740 685.8 8.090 1111.3 9.430 1655.4 688 689 8 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 690 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 14.000 .5 68.500 9.8 182.300 38.3 366. 900 94.0 685. 000 198.7 1111.300 337.4 1655.400 503.9 689 691 0 3 .0 1. .0010 .0 .0 .001 10.00 690 694 0 3 .0 1. .0010 .0 .0 .001 10.00 694 560 0 4 CHANNEL .0 510. .0075 50.0 .0 .016 .50 OVERFLOW 34.0 510. .0075 .0 10.0 .040 5.00 691 692 8 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 693 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 13.500 .0 58.700 .6 144.000 10.9 272. 900 40.2 487, 100 133.1 773.900 278.9 1151.500 497.0 878 879 10 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 880 - TOTAL 0 VS DIVERTED Q IN CPS .000 .0 .600 .6 10.900 10.9 34.700 29.8 92.700 55.7 179.600 87.6 319.500 154.2 422.200 167.5 573.800 214.8 473.900 266.9 879 430 0 3 .0 1. .0010 .0 .0 .001 10.00 180 430 0 3 .0 1. .0010 .0 .0 .001 10.00 875 876 11 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 877 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 13.400 .0 58.100 2.9 133.100 16.0 232.700 36.3 354.000 62.8 495.000 94.6 654.600 131.6 831.500 173.1 1025.200 219.3 1234.700 269.5 876 811 0 3 .0 1. .0010 .0 .0 .001 10.00 877 687 0 3 .0 1. .0010 .0 .0 .001 10.00 692 875 0 3 .0 1. .0010 .0 .0 .001 10.00 693 878 0 3 .0 1. .0010 .0 .0 .001 10.00 6B7 811 0 4 CHANNEL .0 508. .0030 50.0 .0 .016 .50 OVERFLOW 44.0 508. .0030 .0 10.0 .040 5.00 604 681 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .380 6.1 .920 27.7 1.450 60.8 1.990 110.7 2. 530 197.1 3.070 311.7 5.100 442.1 7. 130 750.7 9.170 1228.0 681 6B2 10 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 683 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 27.700 .9 60.800 3.2 110.700 7.4 197.100 13.9 311.700 23.3 442. 100 47.8 750.700 144.8 1228.000 274.0 1746.500 469.6 682 941 0 3 .0 1. .0010 .0 .0 .001 10.00 683 684 0 3 .0 1. .0010 .0 .0 .001 10.00 684 685 5 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 686 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 47.800 12.5 144.000 57.0 274.000 124.3 469.600 211.0 685 698 0 3 .0 1. .0010 .0 .0 .001 10.00 606 687 0 3 .0 1. .0010 .0 .0 .001 10.00 698 850 0 4 CHANNEL .0 900. .0080 50.0 50.0 .016 .50 OVERFLOW 60.0 900. .0080 10.0 10.0 .040 5.00 551 490 0 4 CHANNEL .0 1190. .0060 50.0 .0 .016 .50 OVERFLOW 18.0 1190. .0060 .0 10.0 .040 5.00 490 451 0 3 .0 1. .0010 .0 .0 .001 10.00 451 410 0 4 CHANNEL .0 490. .0080 50.0 50.0 .016 .50 OVERFLOW 30.0 490. .0090 10.0 10.0 .040 5.00 552 410 0 4 CHANNEL .0 740. .0020 .0 50.0 .016 .50 OVERFLOW 30.0 740. .0020 10.0 .0 .040 5.00 410 411 4 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 412 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 26.400 11.3 59.800 33.0 185.600 85.0 411 526 0 3 .0 1. .0010 .0 .0 .001 10.00 412 481 0 3 .0 1. .0010 .0 .0 .001 10.00 481 733 0 4 CHANNEL .0 550. .0040 50.0 .0 .016 .50 OVERFLOW 30.0 550. .0040 .0 10.0 .040 5.00 526 930 0 4 CHANNEL .0 990. .0070 50.0 50.0 .016 .50 1 1 1 I 1 741 1 143 I 0 690 1 1 1 693 880 1 1 877 1 1 1 1 1 0 683 I 1 686 1 1 1 1 1 1 1 412 I 7 L [_1 1 I Page ] 0 of 38 OVERFLOW 30.0 990. .0070 10.0 10.0, .040 5.00 553 930 0 4 CHANNEL .0 750. .0030 50.0 50.0 .016 .50 1 OVERFLOW 60.0 750. .0030 10.0 10.0 .040 5.00 930 931 3 3 .0 1. .0010 .0 .0 .001 10.00 932 DIVERSION TO GUTTER NUMBER 932 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 100.000 100.0 500.000 100.0 931 527 0 3 .0 1. .0010 .0 .0 .001 10.00 0 932 939 0 3 .0 1. .0010 .0 .0 .001 10.00 0 527 554 0 4 CHANNEL .0 500. .0050 50.0 .0 .016 .50 1 OVERFLOW 30.0 500. .0050 .0 10.0 .040 5.00 554 414 0 4 CHANNEL .0 740. .0060 50.0 .0 .016 .50 1 OVERFLOW 30.0 740. .0060 .0 10.0 .040 5.00 414 430 0 3 .0 1. .0010 .0 .0 .001 10.00 0 430 933 3 3 .0 1. .0010 .0 .0 .001 10.00 934 DIVERSION TO GUTTER NUMBER 934 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 150.0 500.000 150.0 933 604 0 3 .0 1. .0010 .0 .0 .001 10.00 0 934 940 0 3 .0 1. .0010 .0 .0 .001 10.00 0 939 940 0 2 PIPE 4.0 1990. .0050 .0 .0 .013 4.00 0 940 186 0 2 PIPE 5.5 1480. .0050 .0 .0 .013 5.50 0 504 377 0 4 CHANNEL .0 1145. .0070 50.0 50.0 .016 .50 1 OVERFLOW 40.0 1145. .0070 10.0 10.0 .040 5.00 377 378 3 3 .0 1. .0010 .0 .0 .001 10.00 379 DIVERSION TO GUTTER NUMBER 379 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 30.000 30.0 500.000 30.0 378 460 0 3 .0 1. .0010 .0 .0 .001 10.00 1 379 380 0 3 .0 1. .0010 .0 .0 .001 10.00 1 380 610 0 2 PIPE 3.5 750. .0010 .0 .0 .013 3.50 0 460 461 4 3 .0 1. .0010 .0 .0 .001 10.00 462 DIVERSION TO GUTTER NUMBER 462 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 28.900 1.4 60.700 3.0 178.200 68.4 461 591 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 462 590 0 3 .0 1. .0010 .0 .0 .001 10.00 1 591 463 0 4 CHANNEL .0 BOO. .0070 50.0 50.0 .016 .50 1 OVERFLOW 40.0 BOO. .0070 10.0 10.0 .040 5.00 463 509 0 3 .0 1. .0010 .0 .0 .001 10.00 1 509 592 0 4 CHANNEL .0 B90. .0050 50.0 50.0 .016 .50 1 OVERFLOW 40.0 890. .0050 10.0 10.0 .040 5.00 592 464 0 4 CHANNEL .0 540. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 540. .0090 10.0 10.0 .040 5.00 464 513 0 3 .0 1. .0010 .0 .0 .001 10.00 1 513 662 0 4 CHANNEL .0 460. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 460. .0090 10.0 10.0 .040 5.00 662 663 3 3 .0 1. .0010 .0 .0 .001 10.00 664 DIVERSION TO GUTTER NUMBER 664 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 250.000 250.0 2000.000 250.0 663 B19 0 3 .0 1. .0010 .0 .0 .001 10.00 1 664 665 0 3 .0 1. .0010 .0 .0 .001 10.00 1 665 669 0 2 PIPE 5.0 500. .0110 .0 .0 .013 5.00 1 819 020 6 3 .0 1. .0010 .0 .0 .001 10.00 821 DIVERSION TO GUTTER NUMBER 821 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 50.000 3.6 100.000 18.2 200.000 32.3 250.000 60.2 300.000 81.3 120 593 0 3 .0 1. .0010 .0 .0 .001 10.00 1 821 825 0 3 .0 1. .0010 .0 .0 .001 10.00 1 825 630 0 4 CHANNEL .0 680. .0140 50.0 50.0 .016 .50 1 OVERFLOW 50.0 680. .0140 10.0 10.0 .040 5.00 593 465 0 4 CHANNEL .0 500. .0210 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0210 10.0 10.0 .040 5.00 465 822 0 3 .0 1. .0010 .0 .0 .001 10.00 1 669 650 0 1 CHANNEL 8.0 500. .0020 .0 .0 .015 5.00 1 822 823 10 3 .0 1. .0010 .0 .0 .001 10.00 824 DIVERSION TO GUTTER NUMBER 824 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 46.400 8.9 81.800 16.7 132.000 36.2 167.700 52.9 189.800 63.0 218.700 77.8 247.300 92.8 274.300 108.3 303.900 124.9 823 487 0 3 .0 1. .0010 .0 .0 .001 10.00 1 824 826 0 3 .0 1. .0010 .0 .0 .001 10.00 1 826 468 0 4 CHANNEL .0 680. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 680. .0020 10.0 10.0 .040 5.00 487 486 0 4 CHANNEL .0 500. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0090 10.0 10.0 .040 5.00 488 650 0 3 .0 1. .0010 .0 .0 .001 10.00 1 650 300 0 1 CHANNEL 20.0 500. .0020 .0 .0 .015 3.50 1 594 466 10 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 5.00 507 576 0 4 CHANNEL .0 1110. .0090 50.0 50.0 .016 .50 1 OVERFLOW 100.0 1110. .0090 10.0 10.0 .040 5.00 576 506 0 3 .0 1. .0010 .0 .0 .001 10.00 1 506 521 0 4 CHANNEL .0 600. .0060 50.0 50.0 .016 .50 1 OVERFLOW 100.0 600. .0060 10.0 10.0 .040 5.00 521 571 3 3 .0 1. .0010 .0 .0 .001 10.00 572 DIVERSION TO GUTTER NUMBER 572 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 200.000 200.0 1000.000 200.0 571 566 0 3 .0 1. .0010 .0 .0 .001 10.00 1 572 728 0 3 .0 1. .0010 .0 .0 .001 10.00 1 728 610 0 2 PIPE 5.0 930. .0060 .0 .0 .013 5.00 1 566 575 0 4 CHANNEL .0 460. .0070 50.0 50.0 .016 .50 1 OVERFLOW 100.0 460. .0070 10.0 10.0 .040 5.00 575 505 0 3 .0 1. .0010 .0 .0 .001 10.00 1 505 764 0 4 CHANNEL .0 460. .0050 50.0 50.0 .016 .50 1 OVERFLOW 100.0 460. .0050 10.0 10.0 .040 5.00 590 764 0 4 CHANNEL .0 570. .0010 50.0 .0 .016 .50 1 OVERFLOW 20.0 570. .0010 .0 10.0 .040 5.00 520 573 0 4 CHANNEL .0 1235. .0060 50.G 50.0 .016 .50 1 OVERFLOW 60.0 1235. .0060 10.0 10.0 .040 5.00 573 562 0 3 .0 1. .0010 .0 .0 .001 10.00 1 r I I I I I ^I I I u I I I I I I Page ] 1 of 38 562 521 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 5.00 522 764 0 4 CHANNEL .0 910. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 910. .0040 10.0 10.0 .040 5.00 164 76fi 3 3 .0 1. .0010 .0 .0 .001 10.00 767 DIVERSION TO GUTTER NUMBER 767 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 170.000 170.0 1000.000 170.0 766 583 0 3 .0 1. .0010 .0 .0 .001 10.00 1 767 610 0 3 .0 I. .0010 .0 .0 .001 10.00 1 610 901 0 2 PIPE 6.5 5160. .0060 .0 .0 .013 6.50 1 583 485 0 4 CHANNEL .0 600. .0090 50.0 50.0 .016 .50 1 OVERFLOW 100.0 600. .0090 10.0 10.0 .040 5.00 485 515 0 3 .0 1. .0010 .0 .0 .001 10.00 1 515 431 0 4 CHANNEL .0 620. .0060 50.0 50.0 .016 .50 1 OVERFLOW 100.0 620. .0060 10.0 10.0 .040 5.00 431 432 4 3 .0 1. .0010 .0 .0 .001 10.00 433 DIVERSION TO GUTTER NUMBER 433 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 105.000 36.6 266.000 77.9 784.200 232.7 432 585 0 3 .0 1. .0010 .0 .0 .001 10.00 1 433 584 0 3 .0 1. .0010 .0 .0 .001 10.00 1 585 434 0 4 CHANNEL .0 400. .0030 50.0 50.0 .016 .50 1 OVERFLOW 100.0 490. .0030 10.0 10.0 .040 5.00 434 660 3 3 .0 1. .0010 .0 .0 .001 10.00 659 DIVERSION TO GUTTER NUMBER 659 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 53.000 .0 2000.000 1947.0 659 813 0 3 .0 1. .0010 .0 .0 .001 10.00 1 660 661 0 3 .0 1. .0010 .0 .0 .001 10.00 1 661 669 0 2 PIPE 3.5 2200. .0056 .0 .0 .013 3.50 1 813 814 6 3 .0 1. .0010 .0 .0 .001 10.00 815 DIVERSION TO GUTTER NUMBER 815 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 53.000 13.0 124.000 39.0 523.000 235.0 601.000 273.0 630.000 286:0 814 833 0 3 .0 1. .0010 .0 .0 .001 10.00 1 815 838 0 3 .0 1. .0010 .0 .0 .001 10.00 1 833 514 0 3 .0 1. .0010 .0 .0 .001 10.00 1 514 816 0 4 CHANNEL .0 500. .0050 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0050 10.0 .0 .040 5.00 816 817 5 3 .0 1. .0010 .0 .0 .001 10.00 818 DIVERSION TO GUTTER NUMBER 818 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 13.000 13.0 35.000 35.0 286.000 144.0 302.000 153.0 817 5B7 0 3 .0 1. .0010 .0 .0 .001 10.00 1 818 435 0 3 .0 1. .0010 .0 .0 .001 10.00 1 587 834 0 4 CHANNEL .0 500. .0060 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0060 10.0 .0 .040 5.00 834 835 8 3 .0 1. .0010 .0 .0 .001 10.00 B36 DIVERSION TO GUTTER NUMBER 836 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 10.000 2.0 50.000 12.0 100.000 22.0 150.000 35.0 200.000 49.0 300.000 81.0 400.000 115.0 835 837 0 3 .0 1. .0010 .0 .0 .001 10.00 1 836 830 0 3 .0 1. .0010 .0 .0 .001 10.00 1 837 436 0 4 CHANNEL .0 500. .0060 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0060 10.0 .0 .040 5.00 540 436 0 4 CHANNEL .0 980. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 980. .0020 10.0 10.0 .040 5.00 436 437 4 3 .0 1. .0010 .0 .0 .001 10.00 438 DIVERSION TO GUTTER NUMBER 438 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 20.800 3.4 90.200 37.2 592.700 264.6 437 580 0 3 .0 1. .0010 .0 .0 .001 10.00 1 438 569 0 3 .0 1. .0010 .0 .0 .001 10.00 1 589 465 0 4 CHANNEL .0 700. .0120 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0120 10.0 10.0 .010 5.00 588 439 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 - .50 1 OVERFLOW 100.0 500. .0080 10.0 10.0 .040 5.00 439 440 4 3 .0 1. .0010 .0 .0 .001 10.00 441 DIVERSION TO GUTTER NUMBER 441 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 . 17.400 6.7 53.000 38.6 328.100 235.1 440 539 0 3 .0 1. .0010 .0 .0 .001 10.00 1 441 486 0 3 .0 1. .0010 .0 .0 .001 10.00 1 486 488 0 4 CHANNEL .0 700. .0140 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0140 10.0 10.0 .040 5.00 539 442 0 4 CHANNEL .0 500. .0150 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0150 10.0 10.0 .040 5.00 560 568 3 3 .0 1. .0010 .0 .0 .001 10.00 569 DIVERSION TO GUTTER NUMBER 569 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 324.000 .0 500.000 176.0 568 901 0 3 .0 1. .0010 .0 .0 .001 10.00 1 569 561 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 561 800 0 4 CHANNEL .0 500. .0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0100 10.0 10.0 .040 5.00 442 443 4 3 .0 1. .0010 .0 .0 .001 10.00 444 DIVERSION TO GUTTER NUMBER 444 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 47.000 28.5 87.300 45.7 468.800 234.9 443 538 0 3 .0 1. .0010 .D .0 .001 10.00 1 444 595 0 3 .0 1. .0010 .0 .0 .001 10.00 1 595 466 0 4 CHANNEL .0 700. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0090 10.0 10.0 .G40 5.00 538 800 0 4 CHANNEL .0 500. .0130 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0130 10.0 10.0 .040 5.00 537 922 0 4 CHANNEL .0 520. .0070 50.0 .0 .016 .50 1 OVERFLOW 50.0 520. .0070 .0 10.0 .040 5.00 922 923 3 3 .0 1. .0010 .0 .0 .001 10.00 924 DIVERSION TO GUTTER NUMBER 924 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 60.000 60.0 200.000 60.0 924 905 0 3 .0 1. .0010 .0 .0 .001 10.00 1 923 863 0 3 .0 1. .0010 .0 .0 .001 10.00 1 905 403 0 2 PIPE 3.0 800. .0080 .0 .0 .013 3.00 1 I 1 Page ] 2 of 38 584 838 0 4 CHANNEL .0 995. .0030 50.0 50.0, .016 .50 1 OVERFLOW 40.0 995. .0030 10.0 10.0 .040 5.00 838 423 0 3 .0 1. .0010 .0 .0 .001 10.00 1 516 423 0 4 CHANNEL .0 790. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 790. .0070. 10.0 1010 .040 5.00 423 586 0 3 .0 1. .0010 .0 .0 .001 10.00 1 586 435 0 4 CHANNEL .0 480. .0050 50.0 .0 .016 .50 1 OVERFLOW 30.0 480. .0050 .0 10.0 .040 5.00 435 827 6 3 .0 1. '0010 .0 .0 .001 10.00 828 DIVERSION TO GUTTER NUMBER 828 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 70.000 22.0 201.000 72.0 628.000 201.0 744.000 238.0 778.000 253.0 827 829 0 3 .0 1. .0010 .0 .0 .001 10.00 1 828 830 0 3 .0 1. .0010 .0 .0 .001 10.00 1 829 424 0 4 CHANNEL .0 480. .0050 50.0 .0 .016 .50 1 OVERFLOW 30.0 480. .0050 .0 10.0 .040 5.00 424 532 0 3 .0 1. .0010 .0 .0 .001 10.00 1 532 655 0 4 CHANNEL .0 500. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0070 10.0 10.0 .040 5.00 830 831 6 3 .0 1. .0010 .0 .0 .001 10.00 832 DIVERSION TO GUTTER NUMBER 832 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 22.000 .0 72.000 3.0 201.000 23.0 230.000 30.0 253.000 33.0 831 655 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 832 540 0 3 .0 1. .0010 .0 .0 .001 10.00 1 655 656 3 3 .0 1. .0010 .0 .0 .001 10.00 657 DIVERSION TO GUTTER NUMBER 657 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100.0 500.000 100.0 656 425 0 3 .0 1. .0010 .0 .0 .001 10.00 0 657 658 0 3 .0 1. .0010 .0 .0 .001 10.00 0 658 680 0 2 PIPE 4.0 480. .0050 .0 .0 .013 4.00 0 425 533 0 3 .0 1. .0010 .0 .0 .001 10.00 1 533 666 0 4 CHANNEL .0 500. .0010 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0010 10.0 10.0 .040 5.00 666 667 3 3 .0 1. .0010 .0 .0 .001 10.00 668 DIVERSION TO GUTTER NUMBER 668 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100.0 500.000 100.0 667 426 0 3 -.0 1. .0010 .0 .0 .001 10.00 0 668 697 0 3 .0 1. .0010 .0 .0 .001 10.00 0 697 699 0 2 PIPE 5.0 500. .0015 .0 .0 .013 5.00 0 426 534 0 3 .0 1. .0010 .0 .0 .001 10.00 1 127 675 0 3 .0 1. .0010 .0 '0 .001 10.00 1 536 846 0 4 CHANNEL .0 500. ,0110 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0110 10.0 .0 .040 5.00 420 922 0 4 CHANNEL .0 500. .1090 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .1090 10.0 .0 .040 5.00 518 558 0 4 CHANNEL .0 770. .0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 770. .0100 10.0 10.0 .040 5.00 558 977 0 4 CHANNEL .0 730. .0030 50.0 50.0 .016 .50 1 OVERFLOW 30.0 730. .0030 10.0 10.0 .040 5.00 477 500 3 3 .0 1. .0010 .0 .0 .001 10.00 535 DIVERSION TO GUTTER NUMBER 535 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 120.000 120.0 500.000 120.0 500 517 0 3 .0 1. .0010 .0 .0 .001 10.00 0 535 674 0 3 .0 1. .0010 .0 .0 .001 10.00 0 674 184 0 2 PIPE 6.0 780. .0060 .0 .0 .013 6.00 0 180 181 3 3 .0 1. .0010 .0 .0 .001 10.00 182 DIVERSION TO GUTTER NUMBER 182 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 80.000 80.0 500.000 80.0 181 516 0 3 .0 1. .0010 .0 .0 .001 10.00 0 182 183 0 3 .0 1. .0010 .0 .0 .001 10.00 0 183 184 0 2 PIPE 4.5 690. .0020 .0 .0 .013 4.50 0 184 185 0 2 PIPE 6.0 500. .0130 .0 .0 .013 6.00 0 185 679 0 2 PIPE 7.0 500. .0070 .0 .0 .013 7.00 0 679 680 0 2 PIPE 7.0 500. .0080 .0 .0 .013 7.00 0 680 699 0 2 PIPE 7.5 500, .0070 .0 .0 .013 7.50 0 699 567 0 2 PIPE B.5 1000. .0050 .0 .0 .013 8.50 0 567 186 0 2 PIPE 8.5 1440. .0070 .0 .0 .013 8.50 0 106 191 0 2 PIPE 9.5 1520. .0070 .0 .0 .013 9.50 0 191 0 0 2 PIPE 9.5 1600. .0070 .0 .0 .013 9.50 0 517 478 0 4 CHANNEL .0 400. .0080 50.0 50.0 .016 .50 1 OVERFLOW 60.0 400. .0080 10.0 10.0 .040 5.00 478 559 0 3 .0 1. .0010 .0 '0 .001 10.00 1 559 479 0 4 CHANNEL .0 550. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 550. .0070 10.0 10.0 .040 5.00 479 531 0 3 .0 1. .0010 .0 .0 .001 10.00 1 531 546 0 4 CHANNEL .0 830. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 830. .0090 10.0 10.0 .040 5.00 546 581 0 3 .0 1. .0010 .0 .0 .001 10.00 0 581 748 0 4 CHANNEL .0 500. .0000 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 5.00 534 429 10 2 PIPE '0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 6.930 1.6 8.310 12.7 9.700 47.4 11.080 158.4 12.470 375.7 13.850 698.8 16.250 1130.5 18.650 1669.3 21.050 2317.3 429 449 5 3 .0 1. .0010 .0 .0 .001 10.00 450 DIVERSION TO GUTTER NUMBER 450 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 375.700 .0 698.B00 6.6 1130.500 40.6 1669.300 109.1 449 870 0 3 .0 1. .0010 .0 .0 .001 10.00 1 450 448 0 3 .0 1. .0010 .0 .0 .001 10.00 1 448 560 0 4 CHANNEL .0 1200. ,0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1200. .0100 10.0 10.0 .040 5.00 870 871 7 3 .0 1. .0010 .0 .0 .001 10.00 B72 DIVERSION TO GUTTER NUMBER 872 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47.400 .0 158.400 1.0 375.700 17.9 692.300 73.6 1089.900 156.3 1560.200 262.1 871 582 0 3 .0 1. .0010 .0 .0 .001 10.00 1 1 r I 1 r1 J Page 13 of 38 872 873 0 3 .0 1. .0010 .0 .0� .001 10.00 1 873 882 0 4 CHANNEL .0 1000. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1000. .0070 10.0 10.0 .040 5.00 582 753 0 4 CHANNEL .0 505. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 505. .0040 10.0 10.0 .040 5.00 882 883 7 3 .0 1. .0010 .0 .0 .001 10.00 884 DIVERSION TO GUTTER NUMBER 884 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 118.600 72.1 296.500 164.5 593.000 318.7 889.500 510.0 1186.000 678.1 1482.500 836.2 883 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 884 981 0 3 .0 1. .0010 .0 .0 .001 10.00 1 981 982 3 3 .0 1. .0010 .0 .0 .001 10.00 983 DIVERSION TO GUTTER NUMBER 983 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 160.000 160.0 500.000 160.0 982 885 0 3 .0 1. .0010 .0 .0 .001 10.00 0 983 567 0 3 .0 1. .0010 .0 .0 .001 10.00 0 885 886 7 3 .0 1. .0010 .0 .0 .001 10.00 887 DIVERSION TO GUTTER NUMBER 887 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 94.100 36.1 219.500 46.4 683.000 109.9 898.100 139.3 1111.200 161.9 1563.300 275.3 886 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 887 874 0 3 .0 1. .0010 .0 .0 .001 10.00 1 874 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 557 478 0 4 CHANNEL .0 425. .0080 50.0 .0 .016 .50 1 OVERFLOW 18.0 425. .0080 .0 10.0 .040 5.00 501 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 503 580 0 4 CHANNEL .0 050. .0160 50.0 50.0 .016 .50 1 OVERFLOW 40.0 850. .0160 10.0 10.0 .040 5.00 580 475 0 4 CHANNEL .0 900. .0060 50.0 50.0 .016 .50 1 OVERFLOW 40.0 900. .0060 10.0 10.0 .040 5.00 502 475 0 4 CHANNEL .0 930. .0120 50.0 50.0 .016 .50 1 OVERFLOW 40.0 930. .0120 10.0 10.0 .040 5.00 475 510 0 3 .0 1. .0010 .0 .0 .001 10.00 1 510 0 0 4 CHANNEL .0 700. .0190 30.0 30.0 .020 .50 1 OVERFLOW .0 700. .0190 30.0 30.0 .040 5.00 413 303 0 3 .0 1. .0010 .0 .0 .001 10.00 1 303 310 0 2 PIPE 2.0 730. .0120 .0 .0 .013 2.00 1 391 311 0 3 .0 1. .0010 .0 .0 .001 10.00 1 508 597 0 4 CHANNEL .0 660. .0170 50.0 .0 .016 .50 1 OVERFLOW 20.0 660. .0170 .0 10.0 .040 5.00 597 472 0 4 CHANNEL .0 670. .0150 50.0 50.0 .016 .50 1 OVERFLOW 40.0 670. .0150 10.0 10.0 .040 5.00 472 305 3 3 .0 1. .0010 .0 .0 .001 10.00 306 DIVERSION TO GUTTER NUMBER 306 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 170.000 170.0 500.000 . 170.0 305 511 0 3 .0 1. .0010 .0 .0 .001 10.00 0 306 310 0 3 .0 1. .0010 .0 .0 .001 10.00 0 310 312 0 1 CHANNEL 5.0 240. .0080 .0 .0 .015 4.00 1 311 312 0 2 PIPE 2.0 510. .0040 .0 .0 .015 2.00 1 312 313 0 1 CHANNEL 6.0 460. .0040 .0 .0 .015 4.00 1 313 318 0 1 CHANNEL 6.0 990. .0060 .0 .0 .015 4.00 1 511 473 0 4 CHANNEL .0 730. .0050 5D.0 50.0 .016 .50 1 OVERFLOW 40.0 730. .0050 10.0 10.0 .040 5.00 473 469 4 3 .0 1. .0010 .0 .0 .001 10.00 470 DIVERSION TO GUTTER NUMBER 470 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 32.500 19.3 67.300 26.1. 214.800 78.6 469 598 0 3 .0 1. .0010 .0 .0 .001 10.00 1 470 578 0 3 .0 I. .0010 .0 .0 .001 10.00 1 578 630 0 4 CHANNEL .0 500. .0030 50.0 50.0 .016 .50 1 OVERFLOW 30.0 500. .0030 10.0 10.0 .040 5.00 598 474 0 4 CHANNEL .0 1010. .0070 50.0 50.0 .016 .50 1 OVERFLOW 50.0 1010. .0070 10.0 10.0 .040 5.00 474 315 3 3 .0 1. .0010 .0 .0 .001 10.00 316 DIVERSION TO GUTTER NUMBER 316 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 99.9 500.000 100.0 315 549 0 3 .0 1. .0010 .0 .0 .001 10.00 0 316 318 0 3 .0 1. .0010 .0 .0 .001 10.00 0 318 459 0 1 CHANNEL 7.0 790. .0072 .0 .0 .015 4.00 1 549 471 0 4 CHANNEL .0 500. .0070 50.0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0070 10.0 10.0 .040 5.00 471 548 0 4 CHANNEL .0 210. .0040 50.0 50.0 .016 .50 1 OVERFLOW 50.0 210. .0040 10.0 10.0 .040 5.00 548 643 0 3 .0 1. .0010 .0 .0 .001 10.00 1 550 0 0 4 CHANNEL .0 1100. .0120 30.0 30.0 .020 .50 1 OVERFLOW 50.0 1100. .0120 30.0 30.0 .040 5.00 630 631 3 3 .0 1. .0010 .0 .0 .001 10.00 632 DIVERSION TO GUTTER NUMBER 632 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 60.000 60.0 500.000 60.0 631 596 0 3 .0 1. .0010 .0 .0 .001 10.00 1 632 633 0 3 .0 1. .0010 .0 .0 .001 10.00 1 596 468 0 4 CHANNEL .0 500. .0340 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0340 10.0 10.0 .040 5.00 468 544 0 3 .0 1. .0010 .0 .0 .001 10.00 1 544 482 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 5.00 482 483 6 3 .0 1. .0010 .0 .0 .001 10.00 484 DIVERSION TO GUTTER NUMBER 484 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 34.000 11.3 46.000 15.3 181.000 34.7 200.000 36.3 260.000 40.0 483 563 0 3 .0 1. .0010 .0 .0 .001 10.00 1 484 529 0 3 .0 1. .D010 .0 .0 .001 10.00 1 563 564 6 3 .0 1. .0010 .0 .0 .001 10.00 565 DIVERSION TO GUTTER NUMBER 565 - TOTAL 0 VS DIVERTED 0 IN CFS .000 .0 22.700 21.0 30.700 26.6 146.300 68.8 163.700 72.0 220.000 81.5 564 545 0 3 .0 1. .0010 .0 .0 .001 10.00 1 565 $30 0 3 .0 1. .0010 .0 .0 .001 10.00 1 1 1 1 Page 14 of 38 545 491 0 4 CHANNEL .0 500. .0070 OVERFLOW 60.0 500. .0070 529 474 0 4 CHANNEL .0 500. .0020 OVERFLOW 60.0 500. .0020 530 488 0 4 CHANNEL .0 650. .0010 OVERFLOW 60.0 650. .0010 491 492 4 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 493 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 41.800 10.6 89.700 41.9 269.600 492 494 0 3 ,0 1. .0010 493 497 0 3 ,0 1. .0010 494 495 4 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 499 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 23.200 23.2 47.000 39.7 179.600 495 456 0 3 .0 1. .0010 499 498 0 3 .0 1. .0010 497 471 0 4 CHANNEL .0 500. .0020 OVERFLOW 50.0 500. .0020 498 466 0 4 CHANNEL .0 680. .0020 OVERFLOW 60.0 600. .0020 456 447 0 4 CHANNEL .0 260. .0070 OVERFLOW 60.0 260. .0070 466 542 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 543 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100.0 500.000 100.0 542 455 0 3 .0 1. .0010 543 300 0 3 .0 1. .0010 300 157 0 1 CHANNEL 20.0 320. .0030 633 313 0 2 PIPE 4.0 510. .0020 547 675 0 4 CHANNEL .0 650. .0040 OVERFLOW 60.0 650. .0040 643 644 6 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 645 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 177.200 .0 208.800 .2 266.900 644 459 0 3 .0 1. .0010 645 646 0 3 .0 1. .0010 646 647 7 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 648 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 .200 .0 2.300 .4 7.400 118.500 77.1 647 0 0 3 .0 1. .0010 648 649 0 3 .0 1. .0010 649 675 0 4 CHANNEL .0 775. .0110 OVERFLOW 60.0 775. .0110 455 406 0 4 CHANNEL .0 320. .0030 OVERFLOW 60.0 320. .0030 406 407 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 408 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 727.000 .0 1727.000 1000.0 407 457 0 3 .0 1. .0010 408 446 0 3 .D 1. .0010 446 547 0 4 CHANNEL .0 1125. .0050 OVERFLOW 60.0 1125. .0050 457 458 0 2 PIPE 16.0 728. .0030 447 458 0 3 .0 1. .0010 458 459 0 2 PIPE 16.0 530. .0130 459 0 0 2 PIPE 20.0 344. .0030 851 852 8 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 853 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 6.700 .0 , 34.200 2.7 123.900 857.800 321.9 1160.500 527.2 852 536 0 3 .0 1. .0010 853 854 0 3 .0 1. .0010 854 850 0 4 CHANNEL .0 400. .0130 OVERFLOW 30.0 400. .0130 855 869 0 4 CHANNEL .0 400. .0100 OVERFLOW 60.0 400. .0100 421 402 0 3 .0 1. .0010 422 428 6 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 445 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.000 .1 51.400 .2 250.000 428 0 0 3 .0 1. .0010 445 401 0 3 .0 1. .0010 860 861 14 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 862 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 11.200 1.2 40.500 7.9 89.500 393.400 160.6 496.100 205.7 609.500 261.4 730.400 1156.200 552.4 1519.300 732.3 161 420 0 3 .0 1. .0010 662 855 0 3 .0 1. .0010 400 422 0 4 CHANNEL .0 540. .0030 OVERFLOW 60.0 540. .0030 401 614 0 4 CHANNEL .0 470. .0030 OVERFLOW 60.0 470. .0030 402 962 0 4 CHANNEL .0 450. .0070 OVERFLOW 60.0 450. .0070 405 409 0 3 .0 1. .0010 409 960 0 4 CHANNEL .0 470. .0090 OVERFLOW 60.0 470. .0090 452 422 0 4 CHANNEL ,0 720. .0070 OVERFLOW 100.0 720. .0070 453 421 0 4 CHANNEL .0 200. .0100 OVERFLOW 60.0 200. .0100 863 864 9 3 ,0 1. .0010 DIVERSION TO GUTTER NUMBER 865 - TOTAL 0 VS DIVERTED Q IN CFS 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .001 10.00 493 90.0 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 499 66.4 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .001 10.00 543 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .015 3.50 1 .0 .0 .013 4.00 1 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .001 10.00 645 2.3 325.400 7.4 377.400 25.6 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 648 1.8 25.600 15.1 64.500 41.4 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .001 10.00 408 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .015 16.00 1 .0 .0 .001 10.00 1 .0 .0 .015 16.00 1 .0 .0 .015 20.00 1 .0 .0 .001 10.00 853 30.5 261.500 87.2 468.100 175.3 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 50.0 .0 .016 .50 1 .0 10.0 .040 5.00 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .001 10.00 1 .0 .0 .001 10.00 445 23.2 275.000 29.3 290.000 33.8 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 862 23.3 159.400 50.1 255.000 90.9 24.5 850.000 394.4 991.900 470.5 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 50.0 50.0 .016 .60 1 10.0 10.0 .040 10.00 50.0 50.0 .016 .60 1 10.0 10.0 .040 10.00 50.0 50.0 .016 .60 1 10.0 10.0 .040 10.00 .0 .0 .001 10.00 1 50.0 50.0 .016 .60 1 10.0 10.0 .040 10.00 50.0 50.0 .016 .60 1 10.0 10.0 .040 10.00 50.0 50.0 .016 .60 1 10.0 10.0 .040 10.00 .0 .0 .001 10.00 865 1 Page IS of 38 B65 '864 48989 601 603 ' 614 61 1 6133 615 616 fill 618 619 620 ' 621 622 623 637 ' 638 639 640 ' 64 692 670 671 672 624 625 626 62] 628 629 702 675 701 70 709 541 570 577 763 729 711 712 724 725 726 769 760 773 778 781 11 .000 .0 60.000 .0 110.000 2.2 200.000 13.0 300.000 500.000 85.0 596.000 111.7 650.000 130.1 453 0 3 .0 1. .0010 .0 .0 489 0 3 .0 1. .0010 .0 .0 962 0 4 CHANNEL .0 840. .0050 50.0 .0 OVERFLOW 40.0 840. .0050 .0 10.0 896 0 4 CHANNEL .0 700. .0060 50.0 50.0 OVERFLOW 60.0 700. .0060 10.0 10.0 615 9 2 PIPE .0 1. .0010 .0 .0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .100 3.9 .290 56.8 .480 155.1 .67C 1.050 729.7 1.240 1013.9 1.430 1326.6 612 3 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 613 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 273.000 273.0 1000.000 273.0 0 0 3 .0 1. .0010 .0 .0 959 0 3 .0 1. .0010 .0 .0 616 4 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 617 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 22.000 16.1 205.100 75.1 1046.200 394.7 621 0 3 .0 1. .0010 .0 .0 672 0 3 .0 1. .0010 .0 .0 619 5 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 62G - TOTAL Q VS DIVERTED Q IN CFS .000 .0 15.400 11.4 131.300 32.0 438.200 181.4 525.400 641 0 3 .0 1. .0010 .0 .0 642 0 3 .0 1. .0010 .0 .0 622 4 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 623 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 5.900 .0 130.000 41.6 651.500 297.0 782 0 3 .0 1. .0010 .0 .0 948 0 3 .0 1. .0010 .0 .0 638 5 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 639 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 35.200 35.2 154.400 131.4 424.600 269.4 449.500 805 0 3 .0 1. .0010 .0 .0 812 0 3 .0 1. .0010 .0 .0 948 0 4 CHANNEL .0 500. .0110 50.0 50.0 OVERFLOW 60.0 500. .0110 10.0 10.0 709 0 4 CHANNEL .0 850. .0080 50.0 50.0 OVERFLOW 60.0 850. .0080 10.0 10.0 893 0 4 CHANNEL .0 500. .0050 50.0 50.0 OVERFLOW 60.0 500. .0050 10.0 10.0 896 0 4 CHANNEL .0 500. .0050 50.0 50.0 OVERFLOW 60.0 500. .0050 10.0 10.0 611 0 4 CHANNEL .0 700. .0040 50.0 50.0 OVERFLOW 60.0 700. .0040 10.0 10.0 624 0 4 CHANNEL .0 600. .0040 50.0 50.0 OVERFLOW 60.0 600. .0040 10.0 10.0 625 5 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 626 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 18.100 11.8 39.400 20.6 159.200 72.3 175.100 627 0 3 .0 1. .0010 .0 .0 712 0 3 .0 1. .0010 .0 .0 628 5 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 629 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 6.400 5.8 18.900 14.8 102.500 86.4 118.300 702 0 3 ,0 1. .0010 .0 .0 711 0 3 .0 1. .0010 .0 .0 713 0 4 CHANNEL .0 1000. .0060 50.0 50.0 OVERFLOW 60.0 1000. .0060 10.0 10.0 0 0 3 .0 I. .0010 .0 .0 918 0 4 CHANNEL .0 750. .0100 50.0 50.0 OVERFLOW 60.0 750. .0100 10.0 10.0 778 0 4 CHANNEL .0 750. .0050 50.0 50.0 OVERFLOW 60.0 750. .0050 10.0 10.0 541 0 4 CHANNEL .0 645. .0060 50.0 50.0 OVERFLOW 60.0 645. .0060 10.0 10.0 570 3 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 577 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 150.000 150.0 1000.000 150.0 729 0 3 .0 1. .0010 .0 .0 763 0 3 .0 1. .0010 .0 .0 927 0 2 PIPE 5.0 1130. .0050 .0 .0 724 0 4 CHANNEL .0 455. .0060 50.0 50.0 OVERFLOW 60.0 455. .0060 10.0 10.0 783 0 4 CHANNEL .0 600. .0070 50.0 50.0 OVERFLOW 60.0 600. .0070 10.0 10.0 637 0 4 CHANNEL .0 500. .0020 50.0 50.0 OVERFLOW 60.0 500. .0020 10.0 10.0 725 5 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 726 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 42.500 42.4 89.700 85.8 301.000 206.4 331.100 0 0 3 .0 1. .0010 .0 .0 769 0 3 .0 1. .0010 .0 .0 634 0 4 CHANNEL .0 750. .0050 50.0 50.0 OVERFLOW 60.0 750. .0050 10.0 10.0 765 0 4 CHANNEL .0 750. .0030 50.0 50.0 OVERFLOW 60.0 750. .0030 10.0 10.0 765 2 2 PIPE .0 1. .0010 .0 .0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 2.350 16.3 724 0 4 CHANNEL .0 800. .0030 50.0 50.0 OVERFLOW 60.0 800. .0030 10.0 10.0 701 0 4 CHANNEL .0 750. .0130 50.0 50.0 33.3 .001 .001 .020 .040 .016 .040 .001 295.8 .001 .001 .001 .001 001 001 001 225.6 .001 .001 .001 001 001 001 279.7 .001 .001 .016 .040 .016 .040 .016 .040 .016 .040 .016 .040 .016 .040 .001 74.0 .001 .001 .001 96.7 .001 .001 .016 .040 .001 .016 .040 .016 .040 .016 .040 .001 400.000 58.9 10.00 1 10.00 1 .50 1 5.00 .60 1 10.00 .00 0 .860 479.3 10.00 613 10.00 1 10.00 1 10.00 617 10.00 1 10.00 1 10.00 620 10.00 1 10.00 1 10.00 623 10.00 1 10.00 1 10.00 639 10.00 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10.00 10.00 10.00 10.00 10.00 10. 00 10.00 .60 10.00 10.00 .60 10.00 .60 10.00 .60 10.00 10.00 0 0 1 1 1 1 I 1 626 0 0 629 0 0 1 1 1 1 1 577 .001 10.00 1 .001 10.00 1 .013 5.00 1 .016 .60 1 .040 10.00 .016 .60 1 .040 10.00 .016 .60 1 .040 10.00 .001 10.00 726 231.2 .001 10.00 1 .001 10.00 1 .016 .60 1 .040 10.00 .016 .60 1 .040 10.00 .001 .00 0 .016 .60 1 .040 10.00 .016 .60 1 1 1 I Page 16 of 38 OVERFLOW 60.0 750. .0130 10.0 10.0, .040 10.00 782 840 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .60 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 10.00 791 627 0 4 CHANNEL .0 600. .0010 50.0 50.0 .016 .60 OVERFLOW 60.0 600. .0010 10.0 10.0 .040 10.00 793 634 0 4 CHANNEL .0 450. .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 450. .0040 10.0 10.0 .040 10.00 801 676 0 4 CHANNEL .0 550. .0080 50.0 50.0 .016 .60 OVERFLOW 60.0 550. .0080 10.0 10.0 .040 10.00 676 677 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 678 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 50.000 50.0 1000.000 50.0 677 793 0 3 .0 1. .0010 .0 .0 .001 10.00 678 302 0 3 .0 1. .0010 .0 .0 .001 10.00 302 927 0 2 PIPE 4.0 260. .0060 .0 .0 .013 4.00 812 783 0 4 CHANNEL .0 500. .0100 50.0 50.0 .016 .60 OVERFLOW 60.0 500. .0100 10.0 10.0 .040 10.00 840 841 5 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 842 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 5.600 .0 87.500 .0 357.000 222.2 383.500 246.1 141 640 0 3 .0 1. .0010 .0 .0 .001 10.00 842 843 0 3 .0 1. .0010 .0 .0 .001 10.00 843 844 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 845 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 222.200 64.0 246.100 78.5 844 781 0 3 .0 1. .0010 .0 .0 .001 10.00 845 791 0 3 .0 1. .0010 .0 .0 .001 10.00 057 611 0 4 CHANNEL .0 900. .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 900. .0040 10.0 10.0 .040 10.00 611 614 0 3 .0 1. .0010 .0 .0 .001 10.00 966 970 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 971 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 379.000 .0 600.000 221.0 970 903 0 3 .0 1. .0010 .0 .0 .001 10.00 971 973 0 3 .0 1. .0010 .0 .0 .001 10.00 973 975 3 3 .0 1. .OG10 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 977 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.000 .0 100.000 75.0 975 967 0 3 .0 1. .0010 .0 .0 .001 10.00 977 774 0 3 .0 1. .0010 .0 .0 .001 10.00 967 789 0 3 .0 1. .0010 .0 .0 .001 10.00 789 790 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 792 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 405.000 405.0 1000.000 405.0 790 774 0 3 .0 1. .0010 .0 .0 .001 10.00 792 95B 0 3 .0 1. .0010 .0 .0 .001 10.00 774 705 0 4 CHANNEL .0 350. .0060 50.0 50.0 .016 .60 OVERFLOW 60.0 350. .0060 10.0 10.0 .040 10.00 705 706 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 707 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 134.000 .0 300.000 166.0 706 912 0 3 .0 1. .0010 .0 .0 .001 10.00 707 775 0 3 .0 1. .0010 .0 .0 .001 10.00 912 984 0 3 .0 1. .0010 .0 .0 .001 10.00 984 985 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 986 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 407.000 407.0 1000.000 407.0 985 775 0 3 .0 1. .0010 .0 .0 .001 10.00 9B6 957 0 3 .0 1. .0010 .0 .0 .001 10.00 775 704 0 4 CHANNEL .0 400. .0050 50.0 50.0 .016 .60 OVERFLOW 60.0 400. .0050 10.0 10.0 .040 10.00 704 987 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 988 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 65.000 .0 200.000 135.0 987 929 0 3 .0 1. .0010 .0 .0 .001 10.00 988 776 0 3 .0 1. .0010 .0 .0 .001 10.00 929 989 0 3 .0 1. .0010 .0 .0 .001 10.00 989 990 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 991 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 409.000 409.0 1000.000 409.0 990 776 0 3 .0 1. .0010 .0 .0 .001 10.00 991 956 0 3 .0 1. .0010 .0 .0 .001 10.00 776 795 0 4 CHANNEL .0 300. .0030 50.0 50.0 .016 .60 OVERFLOW 60.0 300. .0030 10.0 10.0 .040 10.00 795 796 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 797 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 90.000 .0 200.000 110.0 796 960 0 3 .0 1. .0010 .0 .0 .001 10.00 797 777 0 3 .0 1. .0010 .0 .0 .001 10.00 960 992 0 3 .0 1. .0010 .0 .0 .001 10.00 992 993 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 994 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 409.000 409.0 1000.000 409.0 993 777 0 3 .0 1. .0010 .0 .0 .001 10.00 994 955 0 3 .0 1. .0010 .0 .0 .001 10.00 777 995 0 4 CHANNEL .0 300. .0010 50.0 50.0 .016 .60 OVERFLOW 60.0 300. .0010 10.0 10.0 .040 10.00 995 996 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 997 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 48.000 .0 300.000 252.0 996 961 0 3 .0 1. .0010 .0 .0 .001 10.00 997 779 0 3 .0 1. .0010 .0 .0 .001 10.00 961 972 0 3 .0 1. .0010 .0 .0 .001 10.00 972 974 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 976 - TOTAL Q VS DIVERTED Q IN CFS 1 1 1 1 678 842 1 1 845 1 1 1 1 971 1 1 977 1 I 1 792 1 1 1 707 1 1 1 986 1 1 1 988 1 1 1 991 1 1 1 797 1 1 1 994 1 1 1 997 1 1 1 976 1 1 1 1 Page 17 of 38 .000 .0 423.000 423.0 1000.000 423.0 974 779 0 3 .0 1. .0010 .0 .0 .001 10.00 976 954 0 3 .0 1. .0010 .0 .0 .001 10.00 779 703 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 500. .0010 10.0 10.0 .040 10.00 703 695 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 696 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 226.000 .0 500.000 274.0 695 969 0 3 .0 1. .0010 .0 .0 .001 10.00 696 780 0 3 .0 1. .0010 .0 .0 .001 10.00 969 770 0 3 .0 1. .0010 .0 .0 .001 10.00 770 771 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 772 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 558.000 .0 1000.000 442.0 771 953 0 3 .0 1. .0010 .0 .0 .001 10.00 772 780 0 3 ,0 1. .0010 .0 .0 .001 10.00 780 783 0 4 CHANNEL .0 490. .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 480. .0040 10.0 10.0 .040 10.00 783 784 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 7B5 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 229.000 .0 600.000 371.0 784 808 0 3 .0 1. .0010 .0 .0 .001 10.00 785 700 0 3 .0 1. .0010 .0 .0 .001 10.00 808 786 0 3 .0 1. .0010 .0 .0 .001 10.00 786 787 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 788 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 680.QDD 680.0 2000.000 680.0 787 700 0 3 .0 1. .0010 .0 .0 .001 10.00 788 909 0 3 .0 1. .0010 .0 .0 .001 10.00 700 713 0 4 CHANNEL .0 500, .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 10.00 713 714 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 715 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47.000 .0200.000 153.0 714 856 0 3 .0 1. .0010 .0 .0 .001 10.00 715 723 0 3 .0 1. .0010 .0 .0 .001 10.00 056 716 0 3 .0 1. .0010 .0 .0 .001 10.00 716 717 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 718 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 689.000 689.0 2000.000 689.0 717 723 0 3 .0 1. .0010 .0 .0 .001 10.00 718 913 0 3 .0 1. .0010 .0 .0 .001 10.00 723 719 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 10.00 719 720 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 721 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 81.000 .0 300.000 219.0 720 888 0 3 .0 1. .0010 .0 .0 .001 10.00 721 722 0 3 .0 1. .0010 .0 .0 .001 10.00 888 794 0 3 .0 1. .0010 .0 .0 .001 10.00 794 798 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 799 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 768.000 768.0 2000.000 768.0 798 722 0 3 .0 1. .0010 .0 .0 .001 10.00 799 914 0 3 .0 1. .0010 .0 .0 .001 10.00 722 710 0 4 CHANNEL .0 880. .0010 50.0 50.0 .016 .60 OVERFLOW 60.0 880. .0010 10.0 10.0 .040 10.00 710 755 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 756 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 85.000 .0 300.000 215.0 755 890 0 3 .0 1. .0010 .0 .0 .001 10.00 756 806 0 3 .0 1. .0010 .0 .0 .001 10.00 890 980 0 3 .0 1. .0010 .0 .0 .001 10.00 980 998 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 999 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 773.000 773.0 2000.000 773.0 998 806 0 3 .0 1. .0010 .0 .0 .001 10.00 999 904 0 3 .0 1. .0010 .0 .0 .001 10.00 806 757 0 4 CHANNEL .0 850. .0120 50.0 50.0 .016 .60 OVERFLOW 60.0 850. .0120 10.0 10.0 .040 10.00 761 757 0 4 CHANNEL .0 1500. .0080 50.0 50.0 .016 .60 OVERFLOW 40.0 1500. .0080 10.0 10.0 .040 10.00 757 758 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 759 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 145.000 .0 300.000 155.0 758 606 0 3 .0 1. .0010 .0 .0 .001 10.00 759 107 0 3 .0 1. .0010 .0 .0 .001 10.00 606 599 0 3 .0 1. .0010 .0 .0 .001 10.00 599 600 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 602 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 935.000 .0 2000.000 1065.0 600 906 0 3 .0 1. .0010 .0 .0 .001 10.00 602 807 0 3 .0 1. .0010 .0 .0 .001 10.00 76B 607 0 3 .0 1. .0010 .0 .0 .001 10.00 607 608 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 609 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 943.000 .0 2000.000 1057.0 608 910 0 3 .0 1. .0010 .0 .0 .001 10.00 609 762 0 3 .0 1. .0010 .0 .0 .001 10.00 B07 634 0 4 CHANNEL .0 860. .0050 50.0 50.0 .016 .60 OVERFLOW 40.0 860. .0050 10.0 10.0 .040 10.00 005 995 0 4 CHANNEL .0 470. .0130 50.0 50.0 .016 .60 OVERFLOW 60.0 470. .0130 10.0 10.0 .040 10.00 903 967 0 2 PIPE 6.5 170. .0060 .0 .0 .013 6.50 958 912 0 2 PIPE 7.0 268. .0060 .0 .0 .013 7.00 1 1 1 696 1 1 1 772 1 1 1 785 1 1 1 788 l 1 1 715 1 1 1 718 1 1 1 721 1 1 1 799 1 1 1 756 1 1 1 999 1 1 1 1 759 1 1 1 602 1 1 1 609 I i 1 r L Page 18 of 38 951 929 0 2 PIPE 7.0 463. .0060 956 960 0 2 PIPE 7.5 300. .0030 955 961 0 2 PIPE 8.0 300. .0020 954 969 0 2 PIPE 8.0 430. .0020 953 901 0 2 PIPE 16.0 248. .0100 907 808 0 2 PIPE 9.0 295. .0020 908 056 0 2 PIPE 10.0 501. .0020 913 688 0 2 PIPE 10.0 458. .0020 914 915 0 2 PIPE 10.0 480. .0030 915 890 0 2 PIPE 10.0 528. .0030 904 606 0 2 PIPE 10.0 757. .0090 906 909 0 2 PIPE 10.0 483. .0050 909 768 0 2 PIPE 10.0 423. .0100 910 0 0 2 PIPE 10.0 387. .0110 918 919 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 920 - TOTAL 0 VS DIVERTED 0 IN CFS .000 .0 35.000 35.0 1000.000 35.0 919 801 0 3 .0 1. .0010 920 921 0 3 .0 1. .0010 921 302 0 2 PIPE 4.0 540. .0060 634 635 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 636 - TOTAL Q VS DIVERTED Q IN CFS .000 ,0 40.000 40.0 1000.000 40.0 635 727 0 3 .0 1. .0010 636 927 0 3 .0 1. .0010 727 762 0 3 .0 1. .0010 762 765 0 3 .0 1. .0010 765 0 0 3 .0 1. .0010 921 0 0 2 PIPE 4.0 250. .0330 941 942 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 943 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 43.000 .0 2043.000 2000.0 942 944 0 3 .0 1. .0010 943 603 0 3 .0 1. .0010 944 945 0 2 PIPE 4.0 600. .0060 945 946 0 2 PIPE 4.0 500. .0060 946 947 0 2 PIPE 4.0 500. .0080 947 191 0 2 PIPE 4.0 500. .0080 951 952 0 2 PIPE 4.5 500. .0060 952 938 0 2 PIPE 5.5 500. .0040 959 0 0 2 PIPE 4.0 500. .0400 965 0 0 2 PIPE 2.5 730. .0140 800 002 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 803 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 107.000 .0 500.000 . 393.0 802 900 0 3 .0 1. .0010 803 537 0 3 .0 1. .0010 900 901 0 2 PIPE 4.0 465. .0190 901 902 0 2 PIPE 6.5 335. .0100 804 809 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 810 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 53.000 .0 200.000 147.0 809 902 0 3 .0 1. .0010 BID 860 0 3 .0 1. .0010 902 916 0 2 PIPE 7.0 279. .0060 846 847 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 848 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 .0 400.000 250.0 847 916 0 3 .0 1. .0010 848 860 0 3 .0 1. .0010 916 935 0 2 PIPE 1.0 341. .0080 811 839 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 849 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 265.000 .0 600.000 335.0 839 911 0 3 .0 1. .0010 849 851 U 3 .0 1. .0010 911 917 0 2 PIPE 5.5 425. .0190 850 866 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 867 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.000 .0 200.000 175.0 866 917 0 3 .0 1. .0010 867 868 0 3 .0 1. .0010 917 935 0 2 PIPE 6.0 487. .0120 868 601 0 4 CHANNEL .0 810. .0140 OVERFLOW 60.0 910. .0140 858 859 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 899 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 11.000 .0 100.000 83.0 859 938 0 3 .0 1. .0010 899 0 0 3 .0 1. .0010 869 881 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 889 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 02.000 .0 200.000 118.0 881 935 0 3 .0 1. .0010 935 937 0 2 PIPE 8.0 406. .0090 889 891 0 3 .0 1. .0010 891 421 0 4 CHANNEL .0 500. .0050 OVERFLOW 60.0 500. .0050 962 963 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 964 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 105.000 105.0 300.000 105.0 963 452 0 3 .0 1. .0010 964 403 0 3 .0 1. .0010 403 925 0 3 .0 1. .0010 925 926 3 3 .0 1. .0010 .0 .0� .013 7.00 1 .0 .0 .013 7.50 1 .0 .0 .013 8.00 1 .0 .0 .013 8.60 1 .0 .0 .013 16.00 1 .0 .0 .013 9.00 1 .0 .0 .013 10.00 1 .0 .0 .013 10.00 1 .0 .0 .013 10.00 1 .0 .0 .013 10.00 1 .0 .0 .013 10.00 1 .0 .0 .013 10.00 1 .0 .0 .013 10.00 1 .0 .0 .013 10.00 1 .0 .0 .001 10.00 920 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 4.00 1 .0 .0 .001 10.00 636 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 4.00 1 .0 .0 .001 10.00 943 .0 .0 .001 10.00 1 .0 .0 - .001 10.00 1 .0 .0 .013 4.00 1 .0 .0 .013 4.00 1 .0 .0 .013 4.00 1 .0 .0 .013 4.00 1 .0 .0 .013 4.50 1 .0 .0 .013 5.50 1 .0 .0 .013 4.00 1 .0 .0 .013 2.50 1 .0 .0 .001 10.00 803 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 4.00 1 .0 .0 .013 6.50 1 .0 .0 .001 10.00 810 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 7.00 1 .0 .0 .001 10.00 848 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 7.00 1 .0 .0 .001 10.00 849 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 5.50 1 .0 .0 .001 10.00 867 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 6.00 1 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .001 10.00 899 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 889 .0 .0 .001 10.00 1 .0 .0 .013 8.00 1 .0 .0 .001 10.00 1 50.0 50.0 .016 .50 1 10.0 10.0 .040 5.00 .0 .0 .001 10.00 964 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 928 Page 19 of 38 DIVERSION TO GUTTER NUMBER 928 - TOTAL Q VS DIVERTED Q IN CFS , .000 .0 116.000 .0 300.000 184.0 926 936 0 3 .0 1. .0010 .0 .0 '.001 10.00 1 928 452 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 936 937 0 2 PIPE 4.0 425. .0150 .0 .0 .013 4.00 1 892 893 0 4 CHANNEL .0 720. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 720. .0080 10.0 10.0 .040 10.00 893 894 3 3 .0 1. .Colo .0 .0 .001 10.00 895 DIVERSION .000 TO GUTTER NUMBER 895 - .0 11.000 TOTAL Q VS .0 300.000 DIVERTED Q 289.0 IN CFS 894 191 0 3 .0 1. .0010 .0 .0 .001 10.00 1 895 670 0 3 .0 1. .0010 .0 .0 .001 10.00 1 948 949 3 3 .0 1. .0010 .0 .0 .001 10.00 950 DIVERSION TO GUTTER NUMBER 950 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 17.000 .0 300.00 283.0 949 947 0 3 . .0 1. .0010 .0 .0 .001 10.00 1 ' 950 618 0 3 .0 1. .0010 .0 .0 .001 10.00 1 896 897 3 3 .0 1. .0010 .0 .0 .001 10.00 898 DIVERSION TO GUTTER NUMBER 898 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 190.000 190.0 500.000 190.0 897 671 0 3 .0 1. .0010 .0 .0 .001 10.00 1 898 952 952 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 937 938 0 2 PIPE 8.5 1104. .0090 .0 .0 .013 8.50 1 938 0 0 2 PIPE 8.5 361. .0130 .0 .0 .013 8.50 1 968 976 3 3 .0 1. .0010 .0 .0 .001 10.00 979 DIVERSION TO GUTTER NUMBER 979 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 32.000 .0 200.000 168.0 978 965 0 3 .0 1. .0010 .0 .0 .oDi 10.00 1 ' 979 400 0 3 .0 1. .0010 .0 .0 .001 10.00 1 381 71 18 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN HRS VS INFLOW IN CFS .000 .0 .180 .0 .370 48.3 .750 330.7 .780 328.0 .820 331.3 1. 170 288.7 2.120 378.6 2.520 374.1 3,530 300.4 4.270 220.5 4. 700 163.5 4.970 124.3 5.700 98.3 7.070 74.9 8.380 58.5 11.180 36.6 12. 000 29.8 385 388 6 3 .0 1. .0010 .0 .0 .001 10.00 -1 ' TIME IN RRS VS INFLOW IN CFS .000 .0 .550 .0 .650 79.9 .670 81.8 .700 76.7 .870 .0 TOTAL NUMBER OF GUTTERS/PIPES, 847 ' OLD TOWN BASIN [INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE:OT100MPA3.IN UPSTREAM MASTER PLAN COND'S RMC OAK'ST, SEAR BROWN LOCUST INFO ACE FEB 2003 ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 10.9 3 356 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 29.0 4 205 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 31.7 5 214 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 10.6 ' 6 7 321 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 5.6 7 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 1.8 8 9 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 48.2 9 124 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 41.9 10 208 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 53.8 11 217 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 3.2 12 221 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 4.5 13 12 220 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 9.9 14 13 32 33 369 375 496 0 0 0 0 14 0 0 0 0 0 0 0 0 0 508.5 15 22 371 0 0 0 0 0 0 0 0 15 24 0 0 0 0 0 0 0 0 447.9 16 23 26 224 0 0 0 0 0 0 0 16 17 0 0 0 0 0 0 0 0 439.3 18 29 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 15.0 19 20 21 338 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 387.2 20 215 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 1.2 21 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 1.7 22 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 1.8 23 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 2.4 25 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 3.9 26 27 28 30 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 20.5 ' 27 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 2.3 28 352 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 3.2 29 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 2.7 30 353 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 10.3 32 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 1.9 33 232 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 13.0 ' 34 35 37 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 0 24.6 35 36 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 6.1 36 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 3.7 37 38 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 9.5 38 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 3.7 39 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 7.1 ' 40 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 9.1 41 362 0 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 13.0 42 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 2.9 43 0 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 4.6 44 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 2.8 45 299 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 76.7 46 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 4.6 ' 47 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 3.1 48 49 0 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 0 8.5 49 308 349 0 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 0 0 4.5 50 294 309 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 11.3 r I I Page 20 of 38 1 51 342 0 0 0 0 0 0 0 0 0 51 0 0 0 Q 0 0 0 0 0 99.4 53 51 333 0 0 0 0 0 0 0 0 52 53 0 0 0 0 0 0 0 0 379.3 54 55 0 56 0 87 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 55 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 7.8 258.7 ' 56 57 86 273 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 249.4 57 254 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 3.8 58 59 61 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 0 221.8 59 255 322 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0 56.5 60 61 0 272 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.9 153.3 ' fit 63 65 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 0 0 0 11.4 63 64 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 6.6 64 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 2.2 65 a 0 0 0 0 0 0 0 0 0 65 0 0 0 0 0 0 0 0 0 2.7 66 0 0 0 0 0 0 0 0 0 0 66 0 0 0 0 0 a 0 0 0 3.9 67 386 0 0 0 0 0 0 0 0 0 67 a 0 0 0 0 0 0 0 0 36.2 ' 68 169 0 0 0 0 0 0 0 0 0 68 0 0 0 0 a 0 0 0 0 43.7 69 171 0 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 36.4 71 381 0 0 0 0 0 0 0 0 0 71 0 0 0 0 0 '0 0 0 0 0.8 72 0 0 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 0 3.7 73 0 0 0 0 0 0 0 0 0 0 73 0 0 0 0 0 0 0 0 0 4.7 74 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 0 9.3 ' 75 0 0 0 0 0 0 0 0 0 0 75 0 0 0 0 0 0 0 0 0 2.9 77 0 0 0 0 a 0 0 0 0 0 77 78 0 0 0 0 0 0 0 0 14.0 79 387 0 0 0 0 0 0 0 0 0 79 0 0 0 0 0 0 0 0 0 22.0 80 0 0 0 a 0 0 0 0 0 0 BO a 0 0 0 0 0 0 0 0 5.1 81 249 0 0 0 0 0 0 0 0 0 81 0 0 0 0 0 0 0 0 0 48.1 62 269 0 0 0 0 0 0 0 0 0 82 0 0 0 0 0 0 0 0 0 51.0 ' 83 82 0 0 0 0 0 0 0 0 0 83 0 0 0 0 0 0 0 0 0 53.5 84 231 0 0 0 0 0 0 a 0 0 84 0 0 0 0 0 0 0 0 0 77.0 85 0 0 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 14.6 86 0 0 0 0 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 0 5.7 87 0 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 0 3.4 BB 89 50 90 344 0 357 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 89 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 a 0 91.2 13.5 ' 90 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 6.3 91 240 0 0 0 0 0 0 0 0 0 91 0 0 0 0 0 0 0 0 0 18.3 92 277 0 0 0 0 0 0 0 0 0 92 0 0 0 0 0 a 0 0 0 23.8 93 284 0 0 0 0 0 0 0 0 0 93 0 0 0 0 0 0 0 0 0 34.2 94 95 314 0 0 a 0 0 0 0 0 94 0 0 0 0 0 0 0 0 0 29.5 95 0 0 0 0 0 0 0 0 0 0 95 0 0 a 0 0 0 0 0 0 9.0 ' 96 0 0 a 0 0 0 0 0 0 0 96 0 0 a 0 0 0 0 0 0 7.5 97 96 0 0 0 0 0 0 0 0 0 97 0 0 0 0 0 0 0 0 0 15.5 98 319 0 a 0 0 0 a 0 0 0 98 0 0 0 0 0 0 0 0 0 31.9 99 0 0 0 0 0 0 0 0 0 0 99 0 0 0 0 0 0 0 0 0 8.8 100 0 0 0 0 0 0 0 0 a 0 100 0 0 0 0 0 0 0 0 0 2.3 101 0 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 0 5.0 ' 102 100 290 0 0 0 0 0 0 0 0 102 0 0 0 a 0 0 0 0 0 41.2 103 102 304 0 0 0 0 0 0 0 0 103 0 0 0 0 0 0 0 0 0 54.3 104 0 0 0 0 0 0 0 0 0 0 104 0 0 0 0 0 0 0 0 0 2.4 105 0 0 0 0 0 0 0 0 0 0 105 0 0 0 0 0 0 0 0 0 .9 106 326 0 0 0 0 0 0 0 0 0 106 0 0 0 0 0 0 0 0 0 5.1 107 108 0 0 0 0 0 0 0 0 0 107 0 0 0 0 0 0 0 0 0 17.4 ' 108 0 0 0 0 0 0 0 0 0 a 108 0 0 0 0 0 0 0 0 0 1.9 114 38B 0 0 0 0 0 0 0 0 0 114 0 0 0 0 0 0 0 0 0 18.7 115 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 .0 116 0 0 a 0 a 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 .0 120 167 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36.2 121 120 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 36.2 122 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 123 121 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 36.2 124 123 0 0 0 a 0 a 0 a 0 0 a 0 0 0 0 0 0 0 0 36.2 126 122 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 147 350 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 141 368 376 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 16, 67 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 .0 36.2 ' 169 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36.4 171 73 74 75 366 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.7 180 0 0 0 0 0 0 a 0 0 0 516 0 0 0 0 0 0 0 a 0 38.8 181 180 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 38.8 112 0 0 0 0 0 0 0 0 0 '0 a 0 a 0 0 0 0 0 0 0 183 182 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 .0 .0 184 674 183 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 185 654 184 0 0 0 0 0 0 0 0 0 0 a 0 0 a a 0 0 0 .0 186 940 567 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 187 523 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45.7 188 187 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45.7 189 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 ' 190 189 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 191 186 947 894 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 169.7 199 92 93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58.0 204 3 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29.0 205 204 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29.0 206 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 207 4 5 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 48.3 ' 208 207 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48.3 209 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 210 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.6 213 210 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.6 214 215 213 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.6 .0 ' 216 10 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 53.8 217 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 .0 218 216 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53.8 219 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.2 i 1 I Page 21 of 38 1 220 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 .0 221 219 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 3.2 224 18 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 402.2 225 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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953 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 610.5 908 788 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 909 910 906 608 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 697.9 707.4 911 839 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 309.3 912 706 958 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 525.0 913 718 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 914 799 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 111 914 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 916 902 847 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 70.6 917 911 866 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 319.2 918 701 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.2 919 918 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.2 920 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 921 920 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 922 537 420 0 0 0 0 0 0 0 0 537 543 0 0 0 0 0 0 0 0 15.2 923 922 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 15.2 924 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 .0 925 403 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 .0 926 925 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 a .0 927 763 302 636 0 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 0 .0 928 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 .0 929 987 957 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 537.4 ' 930 526 553 0 0 0 0 0 0 0 0 527 0 0 0 0 0 0 0 0 0 95.8 931 930 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95.8 932 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 .0 933 430 0 0 a 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 133.4 934 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 935 916 917 881 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 a 0 393.8 ' 936 926 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 937 935 936 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 393.8 938 952 859 937 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 397.9 939 932 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 941 934 939 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 941 682 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 .0 133.4 ' 942 941 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 133.4 943 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 944 942 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 133.4 945 944 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 133.4 946 945 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 133.4 947 946 949 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 171.3 ' 948 623 640 0 0 0 0 0 0 0 0 640 0 0 0 0 0 0 0 0 0 37.9 949 948 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37.9 950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 951 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 952 951 898 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 953 771 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 610.5 954 976 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 955 994 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 .0 956 991 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 957 986 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 958 792 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 Page 28 of 38 959 613 0 0 0 0 o a o 0 0 960 796 956 0 0 0 0 0 0 0 0 96 962 996 0 0 489 902 989 0 0 0 a 0 0 0 0 0 0 0 0 0 0 ' 963 962 a 0 0 0 0 0 0 0 0 964 0 0 0 0 0 0 0 0 0 0 965 978 0 0 0 0 0 0 0 0 0 966 392 0 0 0 0 0 0 0 0 0 96 975 900 0 0 0 0 0 0 0 968 409 0 0 0 0 0 0 0 0 0 0 ' 969 695 954 0 0 0 0 0 0 0 0 970 966 0 0 0 0 0 0 0 0 0 971 0 0 a 0 0 0 0 0 0 0 972 961 0 0 a 0 a 0 0 0 0 973 971 0 0 0 0 0 0 0 0 0 974 973 0 0 a 0 0 0 0 0 0 ' 975 973 0 0 0 0 0 0 0 0 0 976 0 0 0 0 0 0 0 a 0 0 977 0 0 0 0 0 0 0 0 0 0 978 968 0 0 0 0 0 0 0 0 0 979 0 a 0 0 0 0 0 0 0 0 98 0 a 0 0 0 0 0 0 0 981 754 759 884 0 0 0 0 0 0 0 0 982 9B1 0 0 0 0 0 0 0 0 0 983 0 0 0 0 0 a 0 0 0 0 984 912 0 0 0 0 a 0 0 0 0 985 984 0 0 0 0 0 a 0 0 0 986 0 0 0 0 0 0 a 0 0 0 987 704 a a o 0 o a o 0 0 988 0 a 0 0 0 0 0 0 0 0 969 929 0 0 0 0 0 0 0 0 0 990 989 0 0 0 0 0 0 0 0 0 991 0 0 0 0 0 0 0 0 0 0 992 993 960 99292 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 994 0 0 0 0 0 0 0 0 0 0 995 777 805 0 0 0 a 0 0 0 0 996 995 0 0 0 0 0 0 0 0 0 997 0 0 0 0 0 0 0 0 0 a 998 980 0 0 0 0 0 0 0 0 0 999 0 0 0 0 a 0 0 0 0 ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ' ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALVE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER ' TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS ORDER OF TREE GUTTER STRUCTURE CARDS ARE MODIFIED (NGUT VALUE) DECREASES TO REVERSE THROUGH DIVERSION. DIVERSION FROM GUTTER ' TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER ' TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER ' TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ' ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE TIME STEP UNLESS STRUCTURE GUTTER (NGUT VALUE) CARDS ARE MODIFIED DECREASES TO REVERSE THROUGH DIVERSION. DIVERSION FROM GUTTER ' ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. a 0 0 0 0 0 0 0 0 0 .0 0 0 0 a 6 0 0 0 0 0 549.7 0 0 0 0 0 0 0 0 0 0 579.8 850 0 0 0 0 0 0 0 0 0 33.1 0 a 0 0 0 0 0 0 0 0 33.1 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 a 0 0 0 0 0 0 12.0 0 0 0 0 0 0 0 0 0 0 508.5 0 0 0 0 0 0 0 0 0 0 508.5 851 0 0 0 0 0 0 0 0 0 12.0 0 0 0 0 0 0 0 0 0 0 610.5 0 0 a 0 0 0 0 a 0 0 508.5 0 0 0 0 0 a 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 579.8 0 0 0 0 0 0 0 0 0 0 .0 a 0 0 a 0 0 0 0 a 0 579.8 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 12.0 0 a 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 a 0 0 0 667.4 535 0 0 0 0 0 0 0 0 0 233.0 0 0 0 0 0 0 0 0 0 0 233.0 0 0 0 a 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 525.0 0 0 0 0 0 0 0 0 a 0 525.0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 537.4 0 a 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 537.4 0 0 0 0 0 0 0 0 0 0 537.4 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 549.7 0 0 0 0 0 a 0 0 0 0 549.7 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 579.8 0 0 0 0 0 0 0 0 a 0 579.8 0 0 0 0 0 0 0 0 a 0 .0 0 0 0 0 0 0 0 0 0 0 667.4 0 0 0 0 0 0 0 0 a 0 .a 196 TO GUTTER 189 COMP THROUGH DIVERSION WILL LAG ONE 202 TO GUTTER 182 COMP THROUGH DIVERSION WILL LAG ONE 320 TO GUTTER 57 COMP THROUGH DIVERSION WILL LAG ONE 327 TO GUTTER 215 COMP THROUGH DIVERSION WILL LAG ONE 328 TO GUTTER 206 COMP THROUGH DIVERSION WILL LAG ONE 357 TO GUTTER 209 COMP THROUGH DIVERSION WILL LAG ONE 389 TO GUTTER 217 COMP THROUGH DIVERSION WILL LAG ONE 448 TO GUTTER 441 COMP THROUGH DIVERSION WILL LAG ONE 467 TO GUTTER 306 COMP THROUGH DIVERSION WILL LAG ONE 488 TO GUTTER 444 COMP THROUGH DIVERSION WILL LAG ONE 496 TO GUTTER 433 COMP THROUGH DIVERSION WILL LAG ONE 514 TO GUTTER 470 COMP THROUGH DIVERSION WILL LAG ONE 519 TO GUTTER 116 COMP THROUGH DIVERSION WILL LAG ONE 576 TO GUTTER 328 COMP THROUGH DIVERSION WILL LAG ONE 578 TO GUTTER 348 COMP THROUGH DIVERSION WILL LAG ONE 588 TO GUTTER 569 COMP THROUGH DIVERSION WILL LAG ONE 599 TO GUTTER 493 COMP THROUGH DIVERSION WILL LAG ONE 600 TO GUTTER 543 COMP THROUGH DIVERSION WILL LAG ONE 606 TO GUTTER 316 COMP THROUGH DIVERSION WILL LAG ONE 612 TO GUTTER 292 COMP THROUGH DIVERSION WILL LAG ONE 616 TO GUTTER 35 COMP THROUGH DIVERSION WILL LAG ONE 652 TO GUTTER 105 COMP THROUGH DIVERSION WILL LAG ONE 655 TO GUTTER 364 COMP THROUGH DIVERSION WILL LAG ONE 671 TO GUTTER 499 COMP THROUGH DIVERSION WILL LAG ONE 698 TO GUTTER 636 COMP THROUGH DIVERSION WILL LAG ONE 700 TO GUTTER 577 COMP THROUGH DIVERSION WILL LAG ONE 704 TO GUTTER 408 COMP THROUGH DIVERSION WILL LAG ONE 1 Page 29 of 38 1 1 I I� 1 ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 718 TO GUTTER 298 COMP THROUGH DIVERSION WILLLAGONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ' ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 768 TO GUTTER 609 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 779 TO GUTTER 645 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 800 TO GUTTER 104 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 817 TO GUTTER 726 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 821 TO GUTTER 613 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 822 TO GUTTER 445 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 826 TO GUTTER 64B COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.61 IN RAINFALL FILE:OT100MPA3.IN UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 ... PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENTION DAMS - ... NOTE :S IMPLIES A SURCHARGED ELEMENT AND :D IMPLIES A SURCHARGED DETENTION FACILITY CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT:TYPE (CFS) (FT) (AC -FT) (HR/MIN) 1:4 76.7 .6 0 36. 3:1 155.8 1.0 0 37., 4:1 105.5 .9 0 41. 5:1 35.8 .6 0 36. 6:1 35.1 .6 0 42. 7:2 .0 .1 .4:D 5 48. 8:1 111.7 1.1 0 45. 9:1 92.0 1.0 0 43. 10:1 98.1 .9 0 44. 11:1 19.7 .5 0 44. 12:2 15.4 .1 .6:D 0 59. 13:1 24.7 .5 0 55. 14:2 109.1 .1 2.7:D 2 53. 15:2 110.8 .1 6.8:D 2 57. 16:2 333.6 .1 8.3:D 2 1. 18:5 108.2 9.0 0 36. 19:1 275.4 1.0 2 10. 20:1 26.5 .4 0 42. 21:2 .0 .1 .3:D 3 44. 22:1 10.9 .4 0 36. 23:1 20.8 .5 0 35. 25:2 7.7 .1 .4:D 0 53. 26:1 55.7 .6 0 37. 27:1 14.5 .4 0 37. 28:5 16.5 8.5 0 40. 29:1 14.8 .6 0 39. 30:2 15.4 .1 .9:D 0 57. 32:1 8.9 .3 0 36. 33:2 10.6 .1 .4:D 1 2. 34:5 137.8 9.0 0 38. 35:1 48.8 .8 0 36. 36:1 32.9 .7 0 35. 37:1 40.6 .7 0 38. 38:1 15.3 .7 0 37. 39:1 13.7 .5 0 3B. 40:2 15.2 .1 1.1:D 0 51. 41:2 12.7 .1 1.4:D 0 58. 42:2 7.0 .1 .1:D 0 46. 43:2 8.1 .1 .1:D 0 46. 44:2 5.0 .1 .1:D 0 49. 15:2 160.3 .1 4.4:D 2 18. 16:1 38.0 .9 0 36. 47:1 16.3 .4 0 35. 48:1 145.0 1.5 2 13. 49:1 144.7 1.2 2 11. 50:1 70.5 1.2 0 37. 51:2 359.7 .1 3.3:D 0 38. 53:2 437.4 .1 65.4:D 2 10. 54:1 18.5 1.3 0 49, 55:1 892.3 2.5 0 54. 56:5 875.7 10.2 0 53. 57:5 8.8 8.3 0 43. 50:5 829.8 11.2 0 52. 59:5 112.0 8.9 0 45. 60:2 2.0 .1 .2:D 1 8. 61:5 745.3 11.0 0 48. 62:5 59.1 8.9 0 39. 63:5 38.2 8.6 0 36. 64:2 7.8 .1 .3:D 0 42. 65:1 19.9 .4 0 36. 66:4 67.8 .6 0 40. 67:4 232.0 .9 0 36. 68:4 466.3 1.3 0 40. 69:4 434.8 1.1 0 38. 71:4 379.5 1.1 2 9. Page 30 of 38 72:1 29.0 .8 0 36. 73:4 36.4 .5 0 36. 74:1 5. . 0 3. 75:9 2 5.2 .44 0 355. ' 7 7 : 4 85.9 .6 0 36. 79:4 107.8 .6 0 36. 80:4 28.4 .4 0 36. 81:1 166.7 1.6 0 3B. 82:1 83:1 17. 173.1 1.0 1.0 0 0 4. 422. ' 84:1 528.9 2.3 0 45. 85:1 28.4 .5 0 38. 86:1 26.5 .5 0 36. 87:1 17.1 .4 0 38. 89:5 351.8 0 89:5 51.8 B.fi 8.6 0 40. 40. ' 90:5 27.1 8.5 0 37. 91:1 100.4 .8 0 45. 92:1 28.6 .6 0 40. 93:1 123.5 .9 0 38. 99:1 101.5 1.0 0 37. 95:1 3. .8 0 . ' 96:1 30.6 .5 0 37 37. 97:1 67.7 .7 0 36. 98:1 93.0 .9 0 38. 99:1 32.5 .5 0 36. 100:1 29.8 .5 0 36. 101:1 3.1 .7 0 3. ' 102:1 138.1 1.0 0 399. 103:1 192.1 1.1 0 42. 104:1 19.1 .4 0 36. 105:1 10.9 .4 0 41. 106:1 37.9 .7 0 40. 10:1 8. .8 0 3. 308:1 8 .5 .4 0 399. ' 114:4 114.1 .7 0 45. 115:3 166.1 (DIRECT FLOW) 2 10. 116:3 35.0 ,(DIRECT FLOW) 0 35. 120:3 156.3 (DIRECT FLOW) 0 43. 12:3 122:3 1. 30.4 30 (DIRECT (DIRECT FLOW) FLOW) 0 0 43 43., 123:3 125.9 (DIRECT FLOW) 0 43. 124:3 72.9 (DIRECT FLOW) 0 43. 126:1 27.6 .6 0 48. 147:3 43.0 (DIRECT FLOW) 1 23. 141:3 109.0 (DIRECT FLOW) 1 43. 167:2 156.3 .0 2.2:D 0 43. ' 169:4 433.3 1.3 0 39. 171:4 390.2 1.1 0 48. 180:3 249.7 _ (DIRECT FLOW) 0 35. 181:3 169.7 (DIRECT FLOW) 0 35. 182:3 80.0 (DIRECT FLOW) 0 35. 18:2 80.0. 0 44. ' 184:2 41919.9 4.3 0 94. 185:2 519.8 5.6 0 44. 186:2 1127.7 7.3 0 47. 187:3 229.1 (DIRECT FLOW) 0 37. 188:3 79.1 (DIRECT FLOW) 0 37. 189:3 150.0 (DIRECT FLOW) 0 37. 190:2 150.0 4.4 0 45. 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B 20:3 .0 (DIRECT FLOW) 0 41. 821:3 .0 (DIRECT FLOW) 0 42. 822:3 39.2 (DIRECT FLOW) 0 43. 82 3: 3 31.7 (DIRECT FLOW) 0 43. 824:3 7.5 (DIRECT FLOW) 0 44. 82 5: 4 .0 .0 0 0. 826:4 6.0 .3 0 53. 827:3 119.0 (DIRECT FLOW) 0 39. 828:3 65.9 (DIRECT FLOW) 0 39. 82 9: 4 116.4 1.0 0 42. 830:3 70.8 (DIRECT FLOW) 0 39. 831:3 67.9 (DIRECT FLOW) 0 39. 832:3 2.9 (DIRECT FLOW) 0 39. 133:3 64.5 (DIRECT FLOW) 0 48. 834:3 23.7 (DIRECT FLOW) 0 51. 835:3 18.3 (DIRECT FLOW) 0 51. B36:3 5.4 (DIRECT FLOW) 0 52. 837:4 17.9 .5 0 53. 838:3 65.8 (DIRECT FLOW) 0 51. 839:3 98.7 (DIRECT FLOW) 0 36. 840:3 76.3 (DIRECT FLOW) 0 37. 841:3 76.3 (DIRECT FLOW) 0 37. 842:3 .0 (DIRECT FLOW) 0 0. 843:3 .0 (DIRECT FLOW) 0 0. 044:3 .0 (DIRECT FLOW) 0 0. 845:3 .0 (DIRECT FLOW) 0 0. 846:3 24.9 (DIRECT FLOW) 0 35. 847:3 24.9 (DIRECT FLOW) 0 35. B 48:3 .0 (DIRECT FLOW) 0 36. 849:3 .0 (DIRECT FLOW) 0 37. 850:3 94.1 (DIRECT FLOW) 0 35. 851:3 .0 (DIRECT FLOW) 0 37. 8 5 2 : 3 .0 (DIRECT FLOW) 0 37. 853:3 .0 (DIRECT FLOW) 0 G. 854:4 .0 .0 0 0. 855:4 .0 .0 0 0. 856:3 727.0 (DIRECT FLOW) 0 41. 857:4 104.6 .8 0 37. 858:3 36.0 (DIRECT FLOW) 0 35. 859:3 17.0 (DIRECT FLOW) 0 35. 860:3 .0 (DIRECT FLOW) 0 36. 861:3 .0 (DIRECT FLOW) 0 36. 862:3 .0 (DIRECT FLOW) 0 36. 863:3 82.8 (DIRECT FLOW) 0 35. 864:3 81.8 (DIRECT FLOW) 0 35. 865:3 1.0 (DIRECT FLOW) 0 35. 866:3 25.0 (DIRECT FLOW) 0 35. 867:3 69.1 (DIRECT FLOW) 0 36. 868:4 55.1 .5 0 37. B69:3 39.5 (DIRECT FLOW) 0 35. 870:3 55.8 (DIRECT FLOW) 1 17. 871:3 55.7 (DIRECT FLOW) 1 17. 872:3 .1 (DIRECT FLOW) 1 17. 873:4 .0 .0 1 28. 874:3 131.0 (DIRECT FLOW) 0 36. 875:3 72.2 (DIRECT FLOW) 0 45. F u 1] 11 1 11 1 1 1 1 1 [_I Page 37 of 38 876:3 66.8 (DIRECT FLOW) 0 45. 877:3 5.4 (DIRECT FLOW) 0 46. B78:3 2.5 (DIRECT FLOW) 0 46. 879:3 .0 (DIRECT FLOW) 0 46. 880:3 2.5 (DIRECT FLOW) 0 46. 881:3 39.5 (DIRECT FLOW) 0 35. 882:3 .0 (DIRECT FLOW) 1 28. 883:3 .0 (DIRECT FLOW) 1 28. 8 8 4 : 3 .0 (DIRECT FLOW) 1 29. BB5:3 173.3 (DIRECT FLOW) 0 35. 886:3 130.4 (DIRECT FLOW) 0 35. 887:3 42.8 (DIRECT FLOW) 0 36. 898:3 770.0 (DIRECT FLOW) 0 41. 889:3 .0 (DIRECT FLOW) 0 36. 890:3 831.3 (DIRECT FLOW) 0 40. 891:4 .0 .0 0 39. 892:4 116.1 .7 0 36. 893:3 140.1 (DIRECT FLOW) 0 36. 894:3 11.0 (DIRECT FLOW) 0 36. 895:3 129.1 (DIRECT FLOW) 0 37. 896:3 255.2 (DIRECT FLOW) 0 39. 897:3 65.2 (DIRECT FLOW) 0 39. 898:3 190.0 (DIRECT FLOW) 0 39. 899:3 19.0 (DIRECT FLOW) 0 35. 9 0 0 : 2 98.3 2.0 0 35. 901:2 454.3 4.7 0 45. 902:2 469.4 5.4 0 36. 903:2 245.8 3.6 2 11. 904:2 773.1 5.0 0 37. 905:2 60.0 2.5 0 40. 906:2 917.7 6.7 0 45. 907:2 536.8 7.1 0 36. 908:2 680.0 7.6 0 41. 909:2 917.6 5.3 0 45. 910:2 943.5 5.3 0 38. 911:2 94.8 1.7 0 35. 912:3 249.5 (DIRECT FLOW) 2 7. 913:2 689.0 7.6 0 42. 914:2 768.0 7.1 0 42. 915:2 76B.0 7.1 0 44. 916:2 487.6 5.0 0 36. 917:2 117.6 2.1 0 45. 918:3 130.4 (DIRECT FLOW) 0 36. 919:3 95.4 (DIRECT FLOW) 0 36. 920:3 35.0 (DIRECT FLOW) 0 36. 921:2 35.0 1.5 0 37. 922:3 142.8 (DIRECT FLOW) 0 35. 923:3 02.8 (DIRECT FLOW) 0 35. 924:3 60.0 (DIRECT FLOW) 0 35. 925:3 165.0 (DIRECT FLOW) 0 38. 926:3 116.0 (DIRECT FLOW) 0 38. 927:2 275.0 3.5 0 46. 928:3 49.0 (DIRECT FLOW) 0 38. 92 9: 3 295.5 (DIRECT FLOW) 0 36. 930:3 243.6 (DIRECT FLOW) 0 35. 931:3 143.6 (DIRECT FLOW) 0 35. 932:3 100.0 (DIRECT FLOW) 0 35. 933:3 171.3 (DIRECT FLOW) 0 36. 934:3 150.0 (DIRECT FLOW) 0 36. 935:2 632.4 5.1 0 36. 936:2 116.7 2.4 0 29. 937:2 735.3 5.4 0 37. 938:2 940.1 5.6 0 37. 939:2 100.0 3.2 1 7. 940:2 249.9 4.8 0 57. 941:3 79.4 (DIRECT FLOW) 0 47. 942:3 43.0 (DIRECT FLOW) 0 47. 943:3 36.4 (DIRECT FLOW) 0 48. 944:2 43.0 1.7 0 50. 94 5: 2 43.0 1.7 0 51. 946:2 43.0 1.6 0 52. 947:2 59.8 1.9 0 58. 948:3 151.1 (DIRECT FLOW) 0 36. 949:3 17.0 (DIRECT FLOW) 0 36. 950:3 134.1 (DIRECT FLOW) 0 37. 951:2 .0 .0 0 0. 952:2 190.0 4.1 0 42. 953:2 539.7 3.3 0 36. 954:2 394.6 6.3 0 37. 955:2 371.7 6.0 0 36. 956:2 292.9 4.6 0 37. 957:2 249.4 3.5 2 8. 958:2 245.8 3.5 2 11. 959:2 156.1 2.1 0 42. 960:3 376.0 (DIRECT FLOW) 0 36. 961:3 398.5 (DIRECT FLOW) 0 37. 962:3 225.2 (DIRECT FLOW) 0 35. 963:3 120.2 (DIRECT FLOW) 0 35. 964:3 105.0 (DIRECT FLOW) 0 36. 965:2 36.3 1.6 0 32. 966:3 245.8 (DIRECT FLOW) 2 11. 967:3 245.8 (DIRECT FLOW) 2 11. 968:3 106.7 (DIRECT FLOW) 0 35. 969:3 551.1 (DIRECT FLOW) 0 36. 970:3 245.8 (DIRECT FLOW) 2 11. 1 1 1 1 1 1 1 1 1 1 1 1 A Page 38 of 38 971:3 .0 (DIRECT FLOW) 2 11. 972:3 398.5 (DIRECT FLOW) 0 37. 973:3 .0 (DIRECT FLOW) 2 11. 974 :3 .0 (DIRECT FLOW) 0 37. 975:3 .0 (DIRECT FLOW) 2 11. 976:3 398.5 (DIRECT FLOW) 0 37. 977:3 .0 (DIRECT FLOW) 2 11. 978:3 32.0 (DIRECT FLOW) 0 35. 97 9: 3 74.7 (DIRECT FLOW) 0 36. 980:3 831.3 (DIRECT FLOW) 0 40. 981:3 333.3 (DIRECT FLOW) 0 35. 982:3 173.3 (DIRECT FLOW) 0 35. 983:3 160.0 (DIRECT FLOW) 0 35. 984:3 249.5 (DIRECT FLOW) 2 7. 985:3 .0 (DIRECT FLOW) 2 58. 986:3 249.5 (DIRECT FLOW) 2 7. 9 8 7 : 3 65.0 (DIRECT FLOW) 0 35. 98 8: 3 17.8 (DIRECT FLOW) 0 35. 98 9: 3 295.5 (DIRECT FLOW) 0 36. 990:3 .0 (DIRECT FLOW) 0 35. 991:3 295.5 (DIRECT FLOW) 0 36. 992:3 376.0 (DIRECT FLOW) 0 36. 9 93: 3 .0 (DIRECT FLOW) 0 35. 9 94: 3 376.0 (DIRECT FLOW) 0 36. 995:3 30.3 (DIRECT FLOW) 0 38. 996:3 30.3 (DIRECT FLOW) 0 38. 997:3 .0 (DIRECT FLOW) 0 38. 998:3 58.3 (DIRECT FLOW) 0 40. 999:3 773.0 (DIRECT FLOW) 0 40. ENDPROGRAM PROGRAM CALLED 7, APPENDIX C Pap I of 38 1 1 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY, INC. ' UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) ' TAPE OR DISK ASSIGNMENTS JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 a ' JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 t WATERSHED PROGRAM CALLED '•' ENTRY MADE TO RUNOFF MODEL "' ' ' OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE: OT100MPA3. IN UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 NUMBER OF TIME STEPS 720 INTEGRATION TIME INTERVAL (MINUTES) 1.00 ' 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 .73 .71 .69 .67 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE:OT100MPA3.IN ' UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 1 0 1 .0 2600.0 .0 10.9 .0 62.0 .0300 .016 .0100 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 1 2 356 650.0 4.0 52.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 3 3 2047.0 14.1 50.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 4 4 1256.0 8.7 50.0 .0200 - .016 .250 .100 .300 .51 .50 .00180 1 5 5 721.0 5.0 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 1 6 551.0 3.8 70.0 .0010 .011 .250 .100 .300 .51 1 7 7 564.0 1.8 40.0 .0010 .016 .250 .100 .300 .51 .50 .50 .00180 .00180 1 ' 8 8 918.0 6.3 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 9 9 822.0 5.7 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 10 10 804.0 5.5 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 11 11 457.0 3.2 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 12 12 447.0 1.3 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 13 13 784.0 5.4 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 14 14 770.0 11.2 54.0 .0380 .016 .250 .100 .300 .51 .50 .00180 1 15 15 658.0 2.1 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 16 16 1221.0 8.4 10.0 .0300 .016 .250 .100 .300 .51 .50 .O0180 1 17 16 844.0 5.8 30.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 18 18 1791.0 12.3 82.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 19 19 724.0 5.0 70.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 20 20 384.0 1.2 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 21 21 505.0 1.7 10.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 22 22 606.0 1.8 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 23 23 784.0 2.4 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 24 15 683.0 4.7 70.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 1 Page 2 of 38 1 1 1 L n L 1 1 25 25 560.0 3.9 70.0 .0010 .016 .250 .100 .300 .§1 .50 .00180 26 26 683.0 4.7 60.0 .0200 .016 .250 .100 .300 .51 .50 .00180 27 27 497.0 2.3 90.0 .0010 .016 .250 .100 .300 .51 .50 .00180 28 28 461.0 3.2 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 29 29 785.0 2.7 95.0 .0010 .016 .250 .100 .300 .51 .50 .00160 30 30 926.0 6.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 32 32 662.0 1.9 40.0 .0010 .016 .250 .100 .300 .51 .50 .00190 33 33 862.0 5.9 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 34 34 1302.0 9.0 B0.0 .0010 .016 .250 .100 .300 .51 .50 .00180 35 35 610.0 2.4 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 36 36 796.0 3.7 85.0 .0100 .016 .250 .100 .300 .51 .50 .00180 37 37 878.0 5.8 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 38 38 667.0 3.7 50.0 .0010 .016 .250 .100 .300 .51 .50 .00180 39 39 1030.0 7.1 20.0 .0010 .016 .250 .100 .300 .51 .50 .00100 40 40 1316.0 9.1 70.0 .0200 .016 .250 .100 .300 .51 .50 .001B0 41 41 1472.0 10.1 70.0 .0150 .016 .250 .100 .300 .51 .50 .00180 42 42 532.0 2.9 50.0 .0010 .016 .250 .100 .300 .51 .50 .00180 43 43 692.0 4.6 30.0 .0010 .016 .250 .100 .300 .51 .50 .00180 44 44 798.0 2.8 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 45 45 897.0 6.2 60.0 .0400 .016 .250 .100 .300 .51 .50 .00180 46 46 664.0 4.6 95.0 .0200 .016 .250 .100 .300 .51 .50 .00180 47 47 671.0 3.1 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 48 48 810.0 4.0 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 49 49 650.0 4.5 70.0 .0400 .016 .250 .100 .300 .51 .50 .00180 50 50 563.0 2.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .001B0 51 51 1184.0 8.2 50.0 .0200 .016 .250 .100 .300 .51 .50 .00100 52 53 875.0 6.0 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 53 53 1067.0 7.4 10.0 .0200 .016 .250 .100 .300 .51 .50 .00180 54 54 1135.0 7.8 10.0 .0300 .016 .250 .100 .300 .51 .50 .00180 55 55 851.0 5.9 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 56 56 701.0 3.5 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 57 57 556.0 3.8 30.0 .0010 .016 .250 .100 .300 .51 .50 .00180 58 58 1735.0 12.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 59 59 932.0 6.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 60 60 404.0 1.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 61 61 1653.0 11.4 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 62 62 548.0 2.1 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 63 63 631.0 4.4 99.9 .0100 .016 .250 .100 .300 .51 .50 .00180 64 64 682.0 2.2 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 65 65 662.0 2.7 90.0 .0010 .016 .250 .100 .300 .51 .50 .00180 66 66 800.0 3.9 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 67 67 4000.0 36.2 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 68 68 1350.0 7.3 90.0 .0100 .016 .250 .100 .300 .51. .50 .00180 69 69 1300.0 10.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 71 71 1500.0 8.8 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 72 72 536.0 3.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00190 73 73 1000.0 4.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00100 74 74 1600.0 9.3 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 75 75 625.0 2.9 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 76 276 1000.0 7.3 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 77 77 1300.0 6.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 78 77 800.0 8.0 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 79 79 2700.0 22.0 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 80 80 1500.0 5.1 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 81 81 431.0 2.3 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 82 82 582.0 2.9 50.0 .0300 .016 .250 .100 .300 .51 .50 .00180 83 83 550.0 2.5 10.0 .0010 .016 .250 .100 .300 .51 .50 .00180 84 84 1175.0 8.1 10.0 .0010 .016 .250 .100 .300 .51 .50 .00180 85 85 2123.0 14.6 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 86 86 823.0 5.7 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 87 87 4B7.0 3.4 70.0 .0010 .016 .250 .100 .300 .51 .50 :00180 Be 88 1222.0 8.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 B9 89 1050.0 7.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 90 90 916.0 6.3 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 91 91 2656.0 18.3 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 92 92 798.0 5.5 90.0 .0010 .016 .250 .100 .300 .51 .50 .00160 93 93 675.0 4,7 80.0 .0010 .016 .250 .100 .300 .51 .50 .00180 94 94 725.0 5.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 95 95 1300.0 9.0 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 96 96 1093.0 7,5 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 97 97 1165.0 8.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 98 98 833.0 5.7 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 99 99 1219.0 8.8 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 100 100 382.0 2.3 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 101 101 719.0 5.0 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 102 102 1020.0 7.0 40.0 .0010 .016 .250 .100 .300 .51 .50 .001B0 103 103 1165.0 8.0 95.0 .0100 .016 .250 .100 .300 .51 .50 .00180 104 104 520.0 2.4 70.0 .0200 .016 .250 .100 .300 .51 .50 .001B0 105 105 191.0 .9 99.9 .0200 .016 .250 .100 .300 .51 .50 .00180 106 106 741.0 5.1 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 107 107 2253.0 15.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 108 108 626.0 1.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 114 114 2600.0 18.7 38.0 .0100 .016 .250 .100 .300 .51 .50 .00180 501 501 1150.0 9.3 25.0 .0100 .016 .250 .100 .300 .51 .50 .00180 502 502 2600.0 12.0 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 503 503 5050.0 28.9 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 504 504 4500.0 36.1 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 505 575 3000.0 27.4 50.0 .0060 .016 .250 .100 .300 .51 .50 .00180 506 576 3100.0 24.8 50.0 .0070 .016 .250 .100 .300 .51 .50 .00180 507 507 4150.0 35.6 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 508 508 2750.0 15.9 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 509 463 3750.0 26.0 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 510 475 4750.0 38.0 60.0 .0200 .016 .250 .100 .300 .51 .50 .00180 511 472 2950.0 20.4 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 512 630 1700.0 11.7 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 Page 3 of 38 513 464 1650.0 13.3 50.0 .0100 .016 .250 .100 .300 .�1 .50 .00180 514 833 1300.0 7.5 50.0 .0060 .016 .250 .100 .300 .51 .50 .00180 515 485 3700.0 25.3 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 ' 516 180 5650.0 38.8 50.0 .0090 .016 .250 .100 .300 .51 .50 .00180 517 477 2000.0 16.1 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 518 518 1900.0 15.4 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 519 519 2300.0 14.5 30.0 .0650 .016 .250 .100 .300 .51 .50 .00180 520 520 2400.0 12.9 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 521 573 2450.0 22.0 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 522 522 1550.0 12.4 50.0 .0060 .016 .250 .100 .300 .51 .50 .00180 ' 523 523 6650.0 45.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 524 524 5750.0 26.4 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 525 651 2200.0 12.5 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 526 490 2900.0 16.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 527 528 930 419 3700.0 5100.0 25.4 29.3 55.0 55.0 .0100 .0080 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 ' 525 430 3450.0 37.6 75.0 .0070 .016 .250 .100 .300 .51 .50 .00180 531 479 2300.0 18.5 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 532 424 1750.0 10.0 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 533 655 1850.0 10.5 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 534 535 666 981 4200.0 4800.0 29.0 34.5 55.0 90.0 .0130 .0050 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 ' 536 811 2350.0 8.1 90.0 .0050 .016 .250 .100 .300 .51 .50 .00160 537 922 1350.0 6.3 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 538 442 1450.0 6.6 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 539 439 1350.0 6.3 85.0 .0090 .016 .250 .100 .300 .51 .50 .00180 540 540 3300.0 18.9 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 541 816 1500.0 8.5 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 ' 542 4BB 2900.0 23.3 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 543 922 1950.0 8.9 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 544 460 1500.0 10.4 55.0 .0130 .016 .250 .100 .300 .51 .50 .00180 545 491 1800.0 4.1 80.0 .0060 .016 .250 .100 .300 .51 .50 .00180 546 447 1200.0 2.7 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 $47 547 2200.0 15.4 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 ' 548 $48 B50.0 3.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 549 474 4300.0 19.8 55.0 .0060 .016 .250 .100 .300 .51 .50 .00180 550 550 4550.0 21.0 50.0 .0090 .016 .250 .100 .300 .51 .50 .00180 551 560 2700.0 12.4 90.0 .0150 .016 .250 .100 .300 .51 .50 .00180 552 466 1640.0 13.2 85.0 .0130 .016 .250 .100 .300 .51 .50 .00180 553 406 1370.0 11.0 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 560 413 350.0 2.8 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 ' 561 391 250.0 2.1 50.0 .0250 .016 .250 .100 .300 .51 .50 .00100 401 422 2150.0 14.7 80.0 .0060 .016 .250 .100 .300 .51 .50 .00180 402 421 2050.0 9.3 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 405 405 1100.0 5.1 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 601 602 111 615 3050.0 1200.0 17.4 8.7 60.0 55.0 .0100 .0050 .011 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00110 .00180 ' 603 603 2700.0 21.5 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 640 948 1100.0 7.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 700 713 1000.0 6.5 50.0 .0100 ,016 .250 .100 .300 .51 .50 .00180 701 701 2800.0 25.2 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 702 719 1600.0 13.0 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 703 703 2950.0 30.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 ' 704 704 1500.0 12.4 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 705 705 2000.0 16.5 75.0 .0100 .016 .250 .100 .300 .51 .50 .00180 708 708 1700.0 12.8 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 709 709 3750.0 38.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00100 710 710 1800.0 13.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 711 711 2300.0 16.5 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 ' 712 712 3200.0 30.1 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 760 760 4000.0 30.6 80.0 .0100 .016 .250 .100 .300 .51 .50 :OO180 761 761 2550.0 25.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 773 773 1700.0 12.4 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 792 757 800.0 5.2 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 793 793 2000.0 17.1 60.0 .0060 .016 .250 .100 .300 .51 .50 .00180 794 761 700.0 9.5 35.0 .0060 .016 .250 .100 .300 .51 .50 , Doi 80 800 800 1750.0 6.1 90.0 .0300 .016 .250 .100 .300 .51 .50 .00100 801 850 2150.0 9.9 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 802 869 1750.0 4.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00100 804 804 800.0 1.B 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 146 847 846 892 1100.0 3200.0 2.5 18.4 90.0 60.0 .0200 .0100 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 ' 84B 857 3350.0 19.1 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 849 858 1800.0 4.1 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 850 962 1850:0 8.6 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 851 968 1500.0 6.9 90.0 .0060 .016 .250 .100 .300 .51 .50 .001B0 852 427 1350.0 4.7 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 795 795 1500.0 12.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 ' 798 783 850.0 7,6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 TOTAL NUMBER OF SUBCATCHMENTS, 198 TOTAL TRIBUTARY AREA (ACRES), 2143.80 ' OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE:OT100MPA3.IN UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 I - CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL ••• WATERSHED AREA (ACRES) 2143.800 TOTAL RAINFALL (INCHES) 3.669 u Page 4 of 38 TOTAL INFILTRATION (INCHES) .548 TOTAL WATERSHED OUTFLOW (INCHES) 3.000 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .121 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE: OT100MPA3. IN UPSTREAM MASTER PLAN COND'S MC OAK ST, SEAR BROWN LOCUST INFO ACE FEB 2003 WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH UK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 1 356 0 4 CHANNEL .0 575. .0070 50.0 50.0 .016 .40 1 OVERFLOW 40.0 575. .0070 10.0 10.0 .035 10.00 3 204 0 1 CHANNEL 2.0 BOO. .0090 30.0 30.0 .020 100.00 1 4 207 0 1 CHANNEL 2.0 1300. .0070 30.0 30.0 .020 100.00 1 5 207 0 1 CHANNEL 2.0 600. .0070 30.0 30.0 .020 100.00 1 6 210 0 1 CHANNEL 2.0 700. .0070 30.0 30.0 .020 100.00 1 7 6 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .200 .0 .800 .0 1.400 20.0 8 320 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 9 8 0 1 CHANNEL 2.0 320. .0040 30.0 30.0 .020 10 216 0 1 CHANNEL 2.0 1100. .0060 30.0 30.0 .020 11 219 0 1 CHANNEL 2.0 1400. .0050 30.0 30.0 .020 12 13 4 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .100 .0 .300 .0 .600 15.0 13 14 0 1 CHANNEL 2.0 1070. .0080 30.0 30.0 .020 14 392 16 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 5.8 .012 10.9 .255 15.6 .454 20.1 .926 33.0 1.200 40.0 1.300 43.4 1.734 49.0 2. 341 83.6 3.297 161.1 3.745 206.6 4.542 300.6 6.300 548.6 15 367 10 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 8.0 .028 . 18.0 .480 53.7 1.817 92.3 28.544 205.7 41.467 261.6 58.610 323.6 78.797 389.0 16 372 22 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 27.0 .157 27.0 .304 27.0 1.040 30.1 2.500 . 41.0 3.230 46.6 4.490 50.8 5.750 62.9 7.000 81.0 8.270 190.0 8.271 290.0 8.272 390.0 B.273 490.0 8.274 590.0 8.276 790.0 8.277 890.0 8.278 990.0 8.280 1000.0 18 224 0 5 PIPE 2.0 600. .0040 .0 .0 .016 OVERFLOW 2.0 600. .0040 30.0 30.0 .020 19 224 0 1 CHANNEL 2.0 500. .0300 30.0 30.0 .020 20 19 0 1 CHANNEL 2.0 400. .0200 30.0 30.0 .020 21 19 3 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.900 .0 2.600 80.0 22 15 0 1 CHANNEL 2.0 300. .0050 30.0 30.0 .020 23 16 0 1 CHANNEL 2.0 300. .0050 30.0 30.0 .020 25 351 6 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 2.0 .400 4.0 .500 17.0 26 16 0 1 CHANNEL 2.0 700. .0110 30.0 30.0 .020 27 26 0 I CHANNEL 2.0 700. .0090 30.0 30.0 .a20 28 26 0 5 PIPE .8 800. .0050 .0 .0 .016 OVERFLOW 2.0 800. .0050 30.0 30.0 .020 29 18 0 1 CHANNEL 2.0 600. .0010 30.0 30.0 .020 30 26 5 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .600 .0 .800 3.7 .900 23.7 1.100 53.7 32 14 0 1 CHANNEL 2.0 470. .0200 30.0 30.0 .020 33 14 4 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.7 .100 2.7 1.000 26.9 34 228 0 5 PIPE 1.5 500. .0080 .0 .0 .016 OVERFLOW 2.0 500. .00BO 30.0 30.0 .020 35 34 0 1 CHANNEL 2.0 500. .0030 30.0 30.0 .020 36 35 0 1 CHANNEL 2.0 210. .0030 30.0 30.0 .020 37 34 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 38 37 0 1 CHANNEL 2.0 260. .0040 30.0 30.0 .050 39 232 0 1 CHANNEL 2.0 550. .0030 30.0 30.0 .020 40 389 5 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .450 9.2 .900 14.6 2.200 17.9 41 389 6 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .650 8.6 1.300 12.2 1.950 15.0 42 360 4 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 7.0 .200 7.0 .300 57.0 43 390 4 2 PIPE .1 1. .0100 .0 .0 .016 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .200 10.3 1.200 14.6 100.00 1 100.00 1 100.00 1 100.00 1 8.00 0 100.00 1 B.00 0 .759 27.3 3.011 135.4 8.00 0 18.791 155.8 8.00 0 1.770 37.0 8.260 101.7 8.275 690.0 8.00 1 100.00 100.00 1 100.00 1 8.00 0 100.00 1 100.00 1 8.00 0 .600 37.0 100.00 100.00 1 8.00 100.00 100.00 1 8.00 0 100.00 1 8.00 0 8.00 1 100.00 100.00 1 100.00 1 100.00 1 100.00 1 100.00 1 8.00 0 8.00 0 2.600 17.0 8.00 0 8.00 0 11 Page 5 of 38 11 1 44 390 5 2 PIPE .1 1. .0100 .0 .01 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 14.6 1.300 20.6 2.000 23.8 45 395 6 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 10.0 .200 10.0 1.400 10.0 3.800 10.0 7. 400 910.0 46 296 0 1 CHANNEL 2.0 270. .0010 30.0 30.0 .020 100.00 1 47 296 0 1 CHANNEL 2.0 165. .0080 30.0 30.0 .020 100.00 1 48 296 0 1 CHANNEL 2.0 500. .0010 30.0 30.0 .020 100.00 1 49 48 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 100.00 1 50 88 0 1 CHANNEL 2.0 250. .0010 30.0 30.0 .020 100.00 1 51 53 7 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .020 .0 .350 .0 1.130 .0 2.660 .0 3.260 .0 3.300 1000.0 53 337 12 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .680 .0 1.970 3.3 38.390 3.3 45.660 11.6 50.490 25.5 56.170 131.9 61.420 256.2 66.6BO 497.7 73.160 877.8 79.640 1376.0 86.120 1996.0 54 333 0 1 CHANNEL 12.0 900. .0010 3.0 3.0 .050 100.00 1 55 250 0 1 CHANNEL 2.0 400. .0030 30.0 30.0 .020 100. 00 1 56 55 0 5 PIPE 1.8 400. .0050 .0 .0 .016 8.00 1 OVERFLOW 2.0 400. .0050 30.0 30.0 .020 100.00 57 56 0 5 PIPE 1.5 1000: .0040 .0 .0 .016 8.00 1 OVERFLOW 2.0 1000. .0040 30.0 30.0 .020 100.00 58 273 0 5 PIPE 1.3 800. .0040 .0 .0 .016 8.00 1 OVERFLOW 2.0 BOO. .0040 30.0 30.0 .050 100.00 59 58 0 5 PIPE 1.0 600. .0100 .0 .0 .016 8.00 1 OVERFLOW 2.0 600. .0100 30.0 30.0 .020 100.00 60 253 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 2.0 .400 4.0 .500 22.0 61 58 0 5 PIPE 1.3 600. .0050 .0 .0 .016 8.00 1 OVERFLOW 2.0 600. .0050 30.0 30.0 .050 100.00 62 272 0 5 PIPE 1.3 400. .0100 .0 .0 .016 8.00 1 OVERFLOW 2.0 400. .0100 30.0 30.0 .050 100.00 63 62 0 5 PIPE 1.0 500. .0100 .0 .0 .016 8.00 1 OVERFLOW 2.0 500. .0100 30.0 30.0 .020 100.00 64 63 3 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .200 .0 .300 10.0 65 62 0 1 CHANNEL 2.0 Soo. .0150 30.0 30.0 .020 100.00 1 66 230 0 4 CHANNEL .0 650. .0100 50.0 50.0 .016 .60 1 OVERFLOW 60.0 650. .0100 10.0 10.0 .035 10.00 67 167 0 4 CHANNEL .0 1000. .0070 50.0 50.0 .016 .40 1 OVERFLOW 40.0 1000. .0070 10.0 10.0 .035 10.00 68 230 0 4 CHANNEL .0 400. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 400. .0040 10.0 10.0 .035 10.00 69 169 0 4 CHANNEL .0 350. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 350. .0080 10.0 10.0 .035 10.00 71 366 0 4 CHANNEL .0 600. .0100 50.0 50.0 .016 2.00 1 OVERFLOW 100.0 600. .0100 4.0 4.0 .035 10.00 72 307 0 1 CHANNEL 2.0 260. .0010 30.0 30.0 .020 100.00 1 73 171 0 4 CHANNEL .0 Boo. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 Boo. .0080 10.0 10.0 .035 10.00 74 171 0 1 CHANNEL 10.0 800. .0160 10.0 10.0 .035 5.00 1 75 171 0 4 CHANNEL .0 350. .0130 50.0 50.0 .016 .40 1 OVERFLOW 40.0 350. .0130 10.0 10.0 .035 10.00 77 230 0 4 CHANNEL .0 650. .0060 50.0 50.0 .016 .40 1 OVERFLOW 40.0 650. .0060 10.0 10.0 .035 10.00 79 248 0 4 CHANNEL .0 800. .0090 50.0 50.0 .016 .40 0 OVERFLOW 40.0 800. .0090 10.0 10.0 .035 10.00 BO 239 0 4 CHANNEL .0 750. .0090 50.0 50.0 .016 .40 0 OVERFLOW 40.0 750. .0090 10.0 10.0 .035 10.00 81 269 0 1 CHANNEL 2.0 200. .0010 30.0 30.0 .020 100.00 1 82 83 0 1 CHANNEL 2.0 700. .0100 30.0 30.0 .020 100.00 1 83 272 0 1 CHANNEL 2.0 600. .0100 30.0 30.0 .020 100.00 1 84 272 0 1 CHANNEL 2.0 900. .0100 30.0 30.0 .050 100.00 1 85 273 0 1 CHANNEL 2.0 1000. .0100 30.0 30.0 .020 100.00 1 B6 56 0 1 CHANNEL 2.0 500. .0100 30.0 30.0 .020 100.00 1 B7 55 0 1 CHANNEL 2.0 700. .0100 30.0 30.0 .020 100.00 1 88 341 0 1 CHANNEL 2.0 550. .0080 30.0 30.0 .020 100.00 1 89 344 0 5 PIPE 1.5 1000. .0080 .0 .0 .016 8.00 1 OVERFLOW 2.0 1000. .0080 30.0 30.0 .020 100.00 90 89 0 5 PIPE 1.0 1000. .0100 .0 .0 .016 8.00 1 OVERFLOW 2.0 1000. .0100 30.0 30.0 .020 100.00 91 277 0 1 CHANNEL 2.0 1000. .0150 30.0 30.0 .020 100.00 1 92 199 0 1 CHANNEL 2.0 1000. .0050 30.0 30.0 .020 100.00 1 93 199 0 1 CHANNEL 2.0 300. .0100 30.0 30.0 .020 100.00 1 94 284 0 1 CHANNEL 2.0 300. .0050 30.0 30.0 .020 100.00 1 95 94 0 1 CHANNEL 2.0 700. .0100 30.0 30.0 .050 100.00 1 96 97 0 1 CHANNEL 2.0 900. .0100 30.0 30.0 .020 100.00 1 97 314 0 1 CHANNEL 2.0 450. .0100 30.0 30.0 .020 100.00 1 98 290 0 1 CHANNEL 2.0 700. .0050 30.0 30.0 .020 100.00 1 99 317 0 1 CHANNEL 2.0 550. .0100 30.0 30.0 .020 100.00 1 100 102 0 1 CHANNEL 2.0 200. .0200 30.0 30.0 .020 100.00 1 101 293 0 1 CHANNEL 2.0 380. .0050 30.0 30.0 .020 100.00 1 102 103 0 1 CHANNEL 2.0 600. .0100 30.0 30.0 .020 100.00 1 103 296 0 1 CHANNEL 2.0 600. .0010 30.0 30.0 .020 100.00 1 104 395 0 1 CHANNEL 2.0 500. .0100 30.0 30.0 .020 100.00 1 105 301 0 1 CHANNEL 2.0 800. .0070 30.0 30.0 .020 100.00 1 106 304 0 1 CHANNEL 2.0 800. .0050 30.0 30.0 .020 100.00 1 107 317 0 1 CHANNEL 2.0 650. .0100 30.0 30.0 .020 100.00 1 108 107 0 1 CHANNEL 2.0 900. .0060 30.0 30.0 .020 100.00 1 114 238 0 4 CHANNEL .0 1000. .0060 50.0 50.0 .016 .40 1 LI 1 1 Fri L 1 1 Page 6 of 38 OVERFLOW 40.0 1000. .0060 10.0 10.0, .035 10.00 115 347 0 3 .0 1. .0010 .0 .0 .001 10.00 1 116 326 0 3 .0 1. .0010 .0 .0 .001 10.00 1 120 121 4 3 .0 1. .0010 .0 .0 .001 10.00 122 DIVERSION TO GUTTER NUMBER 122 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 77. 100 12.6 181.000 37.3 429.000 133.5 121 123 0 3 .0 1. .0010 .0 .0 .001 10.00 1 122 126 0 3 .0 1. .0010 .0 .0 .001 10.00 1 123 124 4 3 .0 1. .0010 .0 .0 .001 10.00 66 DIVERSION TO GUTTER NUMBER 66 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 64.500 39.5 149.800 58.3 295.400 139.9 124 9 0 3 .0 1. .0010 .0 .0 .001 10.00 1 126 356 0 1 CHANNEL 2.0 600. .0030 30.0 30.0 .020 100.00 1 167 120 6 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.8 .300 2.8 1.300 62.8 2.300 162.0 2.400 172.8 169 68 0 4 CHANNEL .0 250. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 250. .0040 10.0 10.0 .035 10.00 171 69 0 4 CHANNEL .0 250. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 250. .0080 10.0 10.0 .035 10.00 199 357 4 3 .0 1. .0010 .0 .0 .001 10.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 2. 400 .0 2.600 5.0 3.600 50.0 204 205 2 3 .0 1. .0010 .0 .0 .001 10.00 206 DIVERSION TO GUTTER NUMBER 206 - TOTAL Q VS DIVERTED 0 IN CFS .000 .D 1000.000 500.0 205 4 0 3 .0 1. .0010 .0 .0 .001 10.00 1 206 551 0 3 .0 1. .0010 .0 .0 .001 10.00 1 207 208 4 3 .0 1. .0010 .0 .0 .001 10.00 209 DIVERSION TO GUTTER NUMBER 209 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 20. 300 10.4 48.000 22.5 144.300 50.5 208 10 0 3 .0 1. .0010 .0 .0 .001 10.00 1 209 552 0 3 .0 1. .0010 .0 .0 .001 10.00 1 210 213 3 3 .0 1. .0010 .0 .0 .001 10.00 57 DIVERSION TO GUTTER NUMBER 57 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 4.0 1000.000 4.0 213 214 2 3 .0 1. .0010 .0 .0 .001 10.00 215 DIVERSION TO GUTTER NUMBER 215 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 1000.000 667.0 214 5 0 3 .0 1. .0010 .0 .0 .001 10.00 1 215 20 0 3 .0 1. .0010 .0 .0 .001 10.00 1 216 218 3 3 .0 1. .0010 .0 .0 .001 10.00 217 DIVERSION TO GUTTER NUMBER 217 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 10.0 1000.000 10.0 217 11 0 3 .0 1. .0010 .0 .0 .001 10.00 1 218 553 0 3 .0 1. .0010 .0 .0 .001 10.00 1 219 221 3 3 .0 1. .0010 .0 .0 .001 10.00 220 DIVERSION TO GUTTER NUMBER 220 - TOTAL Q VS DIVERTED Q IN CFS .a0o .0 100.000 2.0 1000.000 702.0 220 13 0 3 .0 1. .0010 .0 .0 .001 10.00 1 221 12 0 3 .0 1. .0010 .0 .0 .001 10.00 1 224 16 0 1 CHANNEL 2.0 600. .0080 15.0 15.0 .020 100.00 1 225 354 0 5 PIPE 2.8 3000. .0100 .0 .0 .016 8.00 1 OVERFLOW 2.0 3000. .0100 30.0 30.0 .020 100.00 228 229 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.100 43.0 3.000 43.0 5.600 43.0 5.610 1043.0 229 496 3 3 .0 1. .0010 .0 .0 .001 10.00 350 DIVERSION TO GUTTER NUMBER 350 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 43.000 43.0 1043.000 43.0 230 231 4 3 .0 1. .0010 .0 .0 .001 10.00 225 DIVERSION TO GUTTER NUMBER 225 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 32.100 32.1 73.280 32.1 1185.000 32.1 231 84 0 3 .1 1. .0010 .0 .0 .001 10.00 0 232 -33 4 3 .0 1. .0010 .0 .0 .001 10.00 234 DIVERSION TO GUTTER NUMBER 234 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 4.000 4.0 14.000 4.0 1000.000 4.0 234 393 a 3 .0 1. .0010 .0 .0 .001 10.00 1 235 394 0 2 PIPE 3.5 1630. .0050 .0 .0 .016 3.50 1 238 239 4 3 .0 1. .0010 .0 .0 .001 10.00 240 DIVERSION TO GUTTER NUMBER 240 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 1a.000 .0 51.010 19.0 104.000 54.0 239 248 0 3 .0 1. .0010 .0 .0 .001 10.00 0 240 91 0 3 .0 1. .0010 .0 .0 .001 10.00 0 248 249 3 3 .0 1. .0010 .0 .0 .001 10.00 263 DIVERSION TO GUTTER NUMBER 263 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 17.100 17.1 1017.100 17.1 249 81 0 3 .0 1. .0010 .0 .0 .001 10.00 0 250 333 3 3 .0 1. .0010 .0 .0 .001 10.00 251 DIVERSION TO GUTTER NUMBER 251 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 13.5 1013.500 13.5 251 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 253 255 3 3 .0 1. .0010 .0 .0 .001 10.00 254 DIVERSION TO GUTTER NUMBER 254 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 2.0 1000.000 2.0 254 57 0 3 .0 1. .0010 .0 .0 .001 10.00 1 255 59 0 3 .0 1. .0010 .0 .0 .001 10.00 1 263 357 0 3 .0 1. .0010 .0 .0 .001 10.00 1 269 82 3 3 .0 1. .0010 .0 .0 .001 10.00 90 DIVERSION TO GUTTER NUMBER 90 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 1.100 1.1 1001.100 1.1 ' 272 61 0 3 .0 1. .0010 .0 .0 .001 10.00 1 273 56 0 3 .0 1. .0010 .0 .0 .001 10.00 1 276 230 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW r-� Page 7 of 38 .000 .0 .020 .2 1.030 .3 2.100 .3 3.4Q0 .3 277 92 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 3.800 .0 4.100 5.0 5.100 50.0 ' 284 93 3 3 .0 1. .0010 .0 .0 .001 10.00 286 DIVERSION TO GUTTER NUMBER 286 - TOTAL Q VS DIVERTED 0 IN, CFS .000 .0 4.000 4.0 1004.000 4.0 286 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 290 102 3 3 .0 1. .0010 .0 .0 .001 10.00 292 DIVERSION TO GUTTER NUMBER 292 - TOTAL Q VS DIVERTED Q IN CFS ' .000 .0 1.000 1.0 1001.000 1.0 292 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 293 294 3 3 .0 1. .0010 .0 .0 .001 10.00 295 DIVERSION TO GUTTER NUMBER 295 - TOTAL Q VS DIVERTED Q IN CFS 294 50 .000 0 .0 2.700 3 2.7 1002.700 2.7 .0 1. .0010 .0 .0 .001 10.00 1 ' 295 397 0 3 .0 1. .0010 .0 .0 .001 10.00 1 296 299 3 3 .0 1. .0010 .0 .0 .001 10.00 298 DIVERSION TO GUTTER NUMBER 298 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 5.000 5.0 1005.000 5.0 298 398 0 3 .0 1. .0010 .0 10.00 1 299 45 9 2 PIPE .1 1. .0100 .0 .0 .0 .001 .016 8.00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 9. 500 .0 10.500 5.0 12.000 50.0 13.500 100.0 14.200 150.0 14.690 200.0 15.600 300.0 16.440 400.0 301 396 3 3 .0 1. .0010 .0 .0 .001 10.00 104 DIVERSION TO GUTTER NUMBER 104 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 5.0 1000.000 5.0 304 103 3 3 .0 1. .0010 .0 .0 .001 10.00 105 DIVERSION TO GUTTER NUMBER 105 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 100.000 20.0 1000.000 20.0 307 309 3 3 .0 1. .0010 .0 .0 .001 10.00 300 DIVERSION TO GUTTER NUMBER 308 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 4.0 1000.000 4.0 ' 308 49 0 3 .0 1. .0010 .0 .0 .001 10.00 1 309 50 0 3 .0 1. .0010 .0 .0 .001 10.00 1 314 94 3 3 .0 1. .0010 .0 .0 .001 10.00 100 DIVERSION TO GUTTER NUMBER 100 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100. 000 25.0 1000.000 25.0 317 319 3 DIVERSION 3 TO GUTTER NUMBER 116 - TOTAL Q .0 1. VS DIVERTED Q IN .0010 CFS .0 .0 .001 10.00 116 .000 .0 100.000 35.0 1000.000 35.0 319 98 0 3 .0 1. .0010 .0 .0 .001 10.00 1 320 322 3 3 .0 1. .0010 .0 .0 .001 10.00 321 DIVERSION TO GUTTER NUMBER 321 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 20.0 1000.000 20.0 321 6 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 322 59 0 3 .0 1. .0010 .0 .0 .001 10.00 1, 326 106 3 3 .0 1. .0010 .0 .0 .001 10.00 328 DIVERSION TO GUTTER NUMBER 328 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 18.500 18.5 1018.500 18.5 328 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 333 53 3 3 .0 1. .0010 .0 .0 .001 10.00 334 ' DIVERSION TO GUTTER NUMBER 334 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100.0 1100.000 100.0 334 398 0 3 .0 1. .0010 .0 .0 .001 10.00 1 336 333 3 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN MRS VS INFLOW IN CFS .000 .0 .083 60.0 3.000 60.0 337 338 10 3 .0 1. .0010 .0 .0 .001 10.00 115 DIVERSION TO GUTTER NUMBER 115 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 3,300 3.3 11.600 8.3 25.500 22.2 131.900 55.0 256.200 111.1 497.700 184.4 877. 800 287.0 1376.000 422.0 1996.000 600.0 338 19 0 3 .0 1. .0010 .0 .0 .001 10.00 1 341 342 3 DIVERSION 3 TO GUTTER NUMBER 343 - TOTAL Q .0 1. VS DIVERTED Q IN .0010 CFS .0 .0 .001 10.00 343 ' .000 .0 8. 900 8.9 1000.900 0.9 342 51 0 3 .0 1. .0010 .0 .0 .001 10.00 1 343 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 344 88 0 3 .0 1. .0010 .0 .0 .001 10.00 1 347 349 10 DIVERSION 3 TO GUTTER NUMBER 348 - TOTAL Q .0 1. VS DIVERTED Q IN .0010 CFS .0 .0 .001 10.00 348 ' .000 .0 49.000 .0 50.000 .4 100.000 4.0 150.000 18.0 200.000 30.0 300.000 63.0 400.000 90.0 500.000 125.0 750.000 225.0 348 360 0 3 .0 1. .0010 .0 .0 .001 10.00 1 349 49 0 3 .0 1. .0010 .0 .0 .001 10.00 1 350 147 0 2 PIPE 2.3 1600. .0500 .0 .0 .016 2.25 1 147 392 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 351 353 3 3 .0 1. .0010 .0 .0 .001 10.00 352 DIVERSION TO GUTTER NUMBER 352 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 2.000 2.0 1002.000 2.0 352 28 0 3 .0 1. .0010 .0 .0 .001 10.00 1 353 30 0 3 .0 1. .0010 .0 .0 .001 10.00 1 354 357 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 356 3 0 3 .0 1. .0010 .0 .0 .001 10.00 1 357 88 3 3 .0 1. .0010 .0 .0 .001 10.00 359 DIVERSION TO GUTTER NUMBER 359 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 33. 900 33.9 1033. 900 33.9 359 397 0 3 .0 1. .0010 .0 .0 .001 10.00 7 360 362 4 3 .0 1. .0010 .0 .0 .001 10.00 35 ' DIVERSION TO GUTTER NUMBER 35 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 1.000 .5 25. 000 12.5 1025.000 12.5 362 41 3 3 .0 1. .0010 .0 .0 .001 10.00 364 DIVERSION TO GUTTER NUMBER 364 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 7.000 7.0 1007. 000 7.0 Page 8 of 38 364 398 0 3 .0 1. .0010 .0 .0, .001 10.00 1 366 171 7 2 PIPE .1 I. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .000 .0 1.020 1.9 1.220 40.0 1.410 108.0 1.610 197.0 2.270 422.0 2.430 514.0 367 369 3 3 ,0 1. .0010 .0 .0 .DO1 10.00 368 DIVERSION TO GUTTER NUMBER 368 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 19.260 15.3 1019.260 19.3 ' 161 148 369 141 392 14 0 0 0 3 3 3 .0 1. .0 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 1 1 371 15 0 3 .0 1. .0 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 1 1 372 371 3 3 .0 1. .0010 .0 .0 .001 la. 00 373 DIVERSION TO GUTTER NUMBER 373 - TOTAL Q VS DIVERTED Q IN CFS 373 374 .000 0 .0 3 101.740 101.7 1101.740 101.7 .0 1. .0010 .0 .0 .001 10.00 1 ' 374 376 3 3 .0 1. .0010 .0 .0 .001 10.00 375 DIVERSION TO GUTTER NUMBER 375 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 12.000 12.0 1012.000 12.0 375 14 0 3 .0 1. .0010 .0 .0 .001 10.00 1 376 148 0 3 .0 1. .0010 .0 10.00 1 386 67 0 4 CHANNEL .0 650. .0070 50.0 .0 50.0 .001 .016 .40 1 ' OVERFLOW 40.0 650. .0070 10.0 10.0 .035 10.00 387 79 0 4 CHANNEL .0 600. .0090 50.0 50.0 .016 .40 1 OVERFLOW 40.0 600. .0090 10.0 10.0 .035 10.00 388 114 0 4 CHANNEL .0 600. .0060 50.0 50.0 .016 .40 1 OVERFLOW 40.0 600. .0060 10.0 10.0 .035 10.00 389 390 0 2 PIPE 3.0 532. .0050 .0 .0 .016 3.00 1 ' 390 235 0 2 PIPE 3.5 590. .0050 .0 .0 .016 3.50 1 392 966 0 3 .0 1. .0010 .0 ,0 .001 10.00 1 496 14 0 4 CHANNEL .5 475. .0370 12.0 12.0 .016 .50 1 OVERFLOW 5.0 475. .0370 20.0 20.0 .020 10.00 519 574 0 4 CHANNEL .0 740. .0080 50.0 .0 .016 .50 1 OVERFLOW 40.0 740. .0080 .0 10.0 .040 5.00 ' 523 187 0 4 CHANNEL .0 1300. .0060 50.0 .0 .016 .50 1 OVERFLOW 36.0 1300. .0060 .0 10.0 .040 5.00 187 188 3 3 .0 1. .0010 .0 .0 .001 10.00 189 DIVERSION TO GUTTER NUMBER 189 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 150.000 150.0 500.000 150.0 118 189 574 190 0 0 3 3 .0 1. .0 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 0 0 190 673 0 2 PIPE 5.0 470. .0030 .0 .0 .013 5.00 0 574 404 3 3 .0 1. .0010 .0 .0 .001 10.00 476 DIVERSION TO GUTTER NUMBER 476 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 70.000 70.0 500.000, 70.0 404 555 0 3 .0 1. .0010 .0 10.00 0 ' 476 673 673 674 0 0 3 2 .0 1. PIPE 5.0 850. .0010 .0070 .0 .0 .0 .0 .0 .001 .001 .013 10.00 5.00 0 0 555 730 0 4 CHANNEL .0 420. .0120 50.0 10.0 .016 .50 1 OVERFLOW 60.0 420. .0120 50.0 10.0 .040 5.00 730 731 8 3 .0 1. .0010 .0 ,0 .001 10.00 732 DIVERSION TO GUTTER NUMBER 732 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 36.500 9.6 91.300 26.4 182.500 71.4 365.000 92.9 456.300 164.6 ' 547.500 244.6 638.800 303.8 731 744 0 3 .0 1. .0010 .0 .0 .001 10.00 1 732 745 0 3 .0 1. .0010 .0 .0 .001 10.00 1 744 477 0 4 CHANNEL .0 430. .0050 50.0 .0 .016 .50 1 OVERFLOW 17.0 430. .0050 .0 10.0 .040 5.00 745 415 0 4 CHANNEL .0 400. .0040 50.0 .0 .016 .50 1 ' OVERFLOW 30.0 400. .0040 .0 10.0 .040 5.00 415 416 7 3 .0 1. .0010 .0 .0 .001 10.00 417 DIVERSION TO GUTTER NUMBER 417 - TOTAL Q VS DIVERTED Q IN CF5 .000 .0 9.600 .0 26.400 .1 71.400 10.4 92.900 24.0 1164.600 47.1 303.800 78.9 416 417 516 557 0 0 3 3 .0 1. .0 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 1 1 ' 556 418 0 4 CHANNEL .0 400. .0140 50.0 10.0 .016 .50 1 OVERFLOW 60.0 400. .0140 50.0 10.0 .040 5.00 524 418 0 4 CHANNEL .0 1030. .0020 $0.0 .0 .016 .50 1 OVERFLOW 18.0 1030. .0020 .0 10.0 .040 5.00 418 480 480 651 0 0 3 4 .0 1. CHANNEL .0 490. .0010 .0140 .0 50.0 .0 10.0 .001 .016 10.00 .50 1 1 ' OVERFLOW 60.0 490. .0140 50.0 10.0 .040 5.00 651 652 3 3 .0 1. .0010 .0 .0 .001 10.00 653 DIVERSION TO GUTTER NUMBER 653 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100,0 500.000 100.0 652 454 0 3 .0 1. .0010 .0 .0 .001 10.00 0 653 654 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 654 185 0 2 PIPE 5.5 460. .0010 .0 .0 .013 5.50 0 454 525 0 3 .0 1. .0010 .0 .0 .001 10.00 1 525 733 0 4 CHANNEL .0 490. .0040 50.0 10.0 .016 .50 1 OVERFLOW 60.0 490. .0040 50.0 10.0 .040 5.00 733 734 8 3 .0 1. .0010 .0 .0 .001 10.00 735 DIVERSION TO GUTTER NUMBER 735 - TOTAL Q VS DIVERTED Q IN CFS ' .000 .0 25.900 7.1 67.100 22.6 142.500 58.5 180.200 62.6 231.600 79.8 449.000 145.2 510.200 165.4 734 579 0 3 .0 1. .0010 .0 .0 .001 10.00 1 735 746 0 3 .0 1. .0010 .0 .0 .001 10.00 1 579 736 0 4 CHANNEL .0 500. .0080 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0080 50.0 10.0 .040 5.00 ' 746 546 0 4 CHANNEL .0 470. .0020 50.0 .0 .016 .50 1 OVERFLOW 30.0 470. .0020 .0 10.0 .040 5.00 736 737 7 3 .0 1. .0010 .0 .0 .001 10.00 738 DIVERSION TO GUTTER NUMBER 738 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.600 11.7 61.300 28.5 117.100 57.1 168.300 82.1 218.800 119.3 Page 9 of 38 1 0 u Ci 404.300 255.4 737 739 0 3 .0 1. .0010 .0 .01 .001 10.00 1 738 747 0 3 .0 1. .0010 .0 .0 .001 10.00 1 747 748 0 4 CHANNEL .0 480. .0020 50.0 10.0 .016 .50 1 OVERFLOW 60.0 480. .0020 50.0 10.0 .040 5.00 748 749 0 3 .0 1. .0010 .0 .0 .001 10.00 1 749 534 0 4 CHANNEL .0 500. .0070 50.0 10.0 .016- .50 1 OVERFLOW 60.0 500. .0070 50.0 10.0 .040 5.00 739 740 8 3 .0 1. .0010 .0 .0 .001 10.00 741 DIVERSION TO GUTTER NUMBER 741 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 13.900 .9 32.900 9.3 59.900 23.7 86. 100 40.3 99. 300 47.8 148.900 76.6 224.200 117.9 740 751 0 3 .0 1. .0010 .0 .0 .001 10.00 1 741 750 0 3 .0 1. .0010 .0 .0 .001 10.00 1 750 534 0 4 CHANNEL .0 680. .0060 50.0 .0 .016 .50 1 OVERFLOW 30.0 680. .0060 .0 10.0 .040 5.00 751 419 0 4 CHANNEL .0 980. .0050 50.0 10.0 .016 .50 1 OVERFLOW 60.0 980. .0050 50.0 10.0 .040 5.00 419 742 12 3 .0 1. .0010 .0 .0 .001 10.00 743 DIVERSION TO GUTTER NUMBER 743 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 .300 .1 2.800 1.1 8.900 3.3 21.800 9.2 35.300 15.7 50.400 27.6 118. 600 56.4 363.500 205.2 517.500 314.0 749.000 439.6 1053.600 580.6 742 528 0 3 .0 1. .0010 .0 .0 .001 10.00 1 743 752 0 3 .0 1. .0010 .0 .0 .001 10.00 1 528 874 0 4 CHANNEL .0 520. .0090 50.0 10.0 .016 .50 1 OVERFLOW 60.0 520. .0090 50.0 10.0 .040 5.00 752 753 0 4 CHANNEL .0 500. .0030 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0030 50.0 10.0 .040 5.00 753 754 0 3 .0 1. .0010 .0 .0 .001 10.00 1 754 981 0 4 CHANNEL .0 500. .0060 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0060 50.0 10.0 .040 5.00 605 688 8 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.350 14.0 2.700 68.5 4.040 182.3 5.390 366.9 6.740 685.8 8.090 1111.3 9.430 1655.4 688 689 8 3 .0 1. .0010 .0 .0 .001 10. 00 690 DIVERSION TO GUTTER NUMBER 690 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 14.000 .5 68.500 9.8 182.300 38.3 366. 900 94.0 685.800 198.7 1111.300 337.4 1655.400 503.9 689 691 0 3 .0 1. .0010 .0 .0 .001 10.00 1 690 694 0 3 .0 1. .0010 .0 .0 .001 10.00 1 694 560 0 4 CHANNEL .0 510. .0075 50.0 .0 .016 .50 1 OVERFLOW 34.0 510. .0075 .0 10.0 .040 5.00 691 692 8 3 .0 1. .0010 .0 .0 .001 10.00 693 DIVERSION TO GUTTER NUMBER 693 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 13.500 .0 58.700 .6 144.000 10.9 272.900 40.2 487. 100 133.1 773.900 278.9 1151.500 497.0 878 879 10 3 .0 1. .0010 .0 .0 .001 10. 00 880 DIVERSION TO GUTTER NUMBER 880 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 .600 .6 10.900 10.9 34.700 29.8 92.700 55.7 179.600 87.6 319.500 154.2 422.200 167.5 573.800 214.8 473.900 266.9 879 430 0 3 .0 1. .0010 .0 .0 .001 10.00 1 880 430 0 3 .0 1. .0010 .0 .0 .001 10.00 1 875 876 11 3 .0 1. .0010 .0 .0 .001 10.00 877 DIVERSION TO GUTTER NUMBER 877 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 13.400 .0 58. 100 2.9 133. 100 16.0 232.700 36.3 354.000 62.8 495.000 94.6 654.600 131.6 831.500 173.1 1025.200 219.3 1234.700 .269.5 876 811 0 3 .0 1. .0010 .0 .0 .001 10.00 1 877 687 0 3 .0 1. .0010 .0 .0 .001 10.00 1 692 875 0 3 .0 1. .0010 .0 .0 .001 10.00 1 693 878 0 3 .0 1. .0010 .0 .0 .001 10.00 1 687 811 0 4 CHANNEL .0 508. .0030 50.0 .0 .016 .50 1 OVERFLOW 44.0 508. .0030 .0 10.0 .040 5.00 604 681 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .380 6.1 .920 27.7 1.450 60.8 1. 990 110.7 2.530 197.1 3.070 311.7 5. 100 442.1 7.130 750.7 9.170 1228.0 681 682 10 3 .0 1. .0010 .0 .0 .001 10.00 683 DIVERSION TO GUTTER NUMBER 683 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 27.700 .9 60.800 3.2 110.700 7.4 197. 100 13.9 311 J00 23.3 442. 100 47.8 750, 700 144.8 1228.000 274.0 1746.500 469.6 682 941 0 3 .0 1. .0010 .0 .0 .001 10.00 1 683 684 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 684 685 5 3 .0 1. .0010 .0 .0 .001 10. 00 686 DIVERSION TO GUTTER NUMBER 686 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47. 800 12.5 144.800 57.0 274.000 124.3 469.600 211.0 685 698 0 3 .0 1. .0010 .0 .0 .001 10.00 1 686 687 0 3 .0 1. .0010 .0 .0 .001 10.00 1 698 850 0 4 CHANNEL .0 900. .0080 50.0 50.0 .016 .50 1 OVERFLOW 60.0 900. .0080 10.0 10.0 .040 5.00 551 490 0 4 CHANNEL .0 1190. .0060 50.0 .0 .016 .50 1 OVERFLOW 18.0 1190. .0060 .0 10.0 .040 5.00 490 451 0 3 .0 1. .0010 .0 .0 .001 10.00 1 451 410 0 4 CHANNEL .0 490. .0080 50.0 50.0 .016 .50 1 OVERFLOW 30.0 49D. .0080 10.0 10.0 .040 5.00 552 410 0 4 CHANNEL .0 740. .0020 .0 50.0 .016 .50 1 OVERFLOW 30.0 740. .0020 10.0 .0 .040 5.00 410 411 4 3 .0 1. .0010 .0 .0 .001 10.00 412 DIVERSION TO GUTTER NUMBER 412 - TOTAL Q VS DIVERTED Q IN CFS - .000 .0 26.400 11.3 59.800 33.0 185.600 85.0 411 526 0 3 .0 1. .0010 .0 .0 .001 10.00 1 412 481 0 3 .0 1. .0010 .0 .0 .001 10.00 1 481 733 0 4 CHANNEL .0 550. .0040 50.0 .0 .016 .50 1 OVERFLOW 30.0 550. .0040 .0 10.0 .040 5.00 526 930 0 4 CHANNEL .0 990. .0070 50.0 50.0 .016 .50 1 1 Page 10 of 38 n n I I OVERFLOW 30.0 990. .0070 10.0 10.0 .040 5.00 553 930 0 4 CHANNEL .0 750. .0030 50.0 50.0� .016 .50 1 OVERFLOW 60.0 750. .0030 10.0 10.0 .040 5.00 930 931 3 3 .0 1. .0010 .0 .0 .001 10. 00 932 DIVERSION TO GUTTER NUMBER 932 - TOTAL Q VS DIVERTED Q IN CFS .000 ,0 100.000 100.0 500.000 100.0 931 527 0 3 .0 1. .0010 .0 .0 .001 10.00 0 932 939 0 3 .0 1. .0010 .0 .0 .001 10.00 0 527 554 0 4 CHANNEL .0 500. .0050 50.0 .0 .016 .50 1 OVERFLOW 30.0 500. .0050 .0 10.0 .040 5.00 554 414 0 4 CHANNEL .0 740. .0060 50.0 .0 .016 .50 1 OVERFLOW 30.0 740. .0060 .0 10.0 .040 5.00 414 430 0 3 .0 1. .0010 .0 .0 .001 10.00 0 430 933 3 3 .0 1. .0010 .0 .0 .001 10.00 934 DIVERSION TO GUTTER NUMBER 934 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 150.0 500.000 150.0 933 604 0 3 .0 1. .0010 .0 .0 .001 10.00 0 934 940 0 3 .0 1. .0010 .0 .0 .001 10.00 0 939 940 0 2 PIPE 4.0 1990. .0050 .0 .0 .013 4.00 0 940 186 0 2 PIPE 5.5 1480. .0050 .0 .0 .013 5.50 0 504 377 0 4 CHANNEL .0 1145. ,0070 50.0 50.0 .016 .50 1 OVERFLOW 40.0 1145. .0070 10.0 10.0 .040 5.00 377 378 3 3 .0 1. .0010 ,0 .0 .001 10.00 379 DIVERSION TO GUTTER NUMBER 379 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 30.000 30.0 500.000 30.0 378 460 0 3 .0 1. .0010 .0 .0 .001 10.00 1 379 380 0 3 .0 1. .0010 .0 .0 .001 10.00 1 380 610 0 2 PIPE 3.5 750. .0010 .0 .0 .013 3.50 0 460 461 4 3 .0 1. .0010 .0 .0 .001 10.00 462 DIVERSION TO GUTTER NUMBER 462 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 28.900 1.4 60.700 3.0 178.200 68.4 461 591 0 3 .0 1. .0010 .0 .0 .001 10.00 1 462 590 0 3 .0 1. .0010 .0 .0 .001 10.00 1 591 463 0 4 CHANNEL .0 800. .0070 50.0 50.0 .016 .5D 1 OVERFLOW 40.0 800. .0070 10.0 10.0 .040 5.00 463 509 0 3 .0 1. .0010 .0 .0 .001 10.00 1 509 592 0 4 CHANNEL .0 890. .0050 50.0 50.0 .016 .50 1 OVERFLOW 40.0 890. .0050 10.0 10.0 .040 5.00 592 464 0 4 CHANNEL .0 540. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 540. .0090 10.0 10.0 .040 5.00 464 513 0 3 .0 1. .0010 .0 .0 .001 10.00 1 513 662 0 4 CHANNEL .0 460, .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 460. .0090 10.0 10.0 .040 5.00 662 663 3 3 .0 1. .0010 .0 .0 .001 10.00 664 DIVERSION TO GUTTER NUMBER 664 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 250.000 250.0 2000.000 250.0 663 819 0 3 .0 1. .0010 .0 .0 .001 10.00 1 664 - 665 0 3 .0 1. .0010 .0 .0 .001 10.00 1 665 669 0 2 PIPE 5.0 500. .0110 .0 .0 .013 5.00 1 819 820 6 3 .0 1. .0010 .0 .0 .001 10.00 821 DIVERSION TO GUTTER NUMBER 821 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 50.000 3.6 100.000 18.2 200.000 32.3 250.000 60.2 300.000 61.3 820 593 0 3 .0 1. .0010 .0 .0 .001 10.00 1 821 825 0 3 .0 1. .0010 .0 .0 .001 10.00 1 825 630 0 4 CHANNEL .0 680. .0140 50.0 50.0 - .016 .50 1 OVERFLOW 50.0 680. .0140 10.0 10.0 .040 5.00 593 465 0 4 CHANNEL .0 500. .0210 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0210 10.0 10.0 .040 465 822 0 3 .0 1. .0010 .0 .0 .001 10.00 1 669 650 0 1 CHANNEL 8.0 500. .0020 .0 .0 .015 5.00 1 822 823 10 3 .0 1. .0010 .0 .0 .001 10.00 824 DIVERSION TO GUTTER NUMBER 824 - TOTAL Q VS DIVERTED Q 1N CFS .000 .0 46. 400 8.9 81.800 16.7 132.000 36.2 167.700 52.9 189.800 63.0 218.700 77.8 247. 300 92.8 274.300 108.3 303.900 124.9 823 487 0 3 .0 1. .0010 .0 .0 .001 10.00 1 824 826 0 3 .0 1. .0010 .0 .0 .001 10.00 1 826 469 0 4 CHANNEL .0 680. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 680. .0020 10.0 10.0 .040 5.00 487 488 0 4 CHANNEL .0 500. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0090 10.0 10.0 .040 5.00 488 650 0 3 .0 1. .0010 .0 .0 .001 10.00 1 650 300 0 1 CHANNEL 20.0 500. .0020 .0 .0 .015 3.50 1 594 466 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 5.00 507 576 0 4 CHANNEL .0 1110. .0090 50.0 50.0 .016 .50 1 OVERFLOW 100.0 1110. .0090 10.0 10.0 .040 5.00 576 506 0 3 .0 1. .0010 .0 .0 .001 10.00 1 506 521 0 4 CHANNEL .0 600. .0060 50.0 50.0 .016 .50 1 OVERFLOW 100.0 600. .0060 10.0 10.0 .040 5.00 521 571 3 3 .0 1. .0010 .0 .0 .001 10.00 572 DIVERSION TO GUTTER NUMBER 572 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 200.000 200.0 1000.000 200.0 571 566 0 3 .0 1. .0010 .0 .0 .001 10.00 1 572 728 0 3 .0 1. .0010 .0 .0 .001 10.00 1 728 610 0 2 PIPE 5.0 930. .0060 .0 .0 .013 5.00 1 566 575 0 4 CHANNEL .0 460. .0070 50.0 50.0 .016 .50 1 OVERFLOW 100.0 460. .0070 10.0 10.0 .040 5.00 575 505 0 3 .0 1. .0010 .0 .0 .001 10.00 1 505 764 0 4 CHANNEL .0 460. .0050 50.0 50.0 .016 .50 1 OVERFLOW 100.0 460. .0050 10.0 10.0 .040 5.00 590 764 0 4 CHANNEL .0 570. .0010 50.0 .0 .016 .50 1 OVERFLOW 20.0 570. .0010 .0 10.0 .040 5.00 520 573 0 4 CHANNEL .0 1235. .0060 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1235. .0060 10.0 10.0 .040 5.00 573 562 0 3 .0 1. .0010 .0 .0 .001 10.00 1 Page I I of 38 1 1 1 1 t 1 1 562 521 0 4 CHANNEL .0 500. .0040 50.0 50.0� .016 .50 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 5.00 522 764 0 4 CHANNEL .0 910. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 910. .0040 10.0 10.0 .G40 5.00 764 766 3 3 .0 1. .0010 ,0 .0 .001 10.00 767 DIVERSION TO GUTTER NUMBER 767 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 170.000 170.0 1000.000 170.0 766 583 0 3 .0 1. .0010 .0 .0 .001 10.00 1 767 610 0 3 .0 1. .0010 .0 .0 .001 10.00 1 610 901 0 2 PIPE 6.5 5160. .0060 .0 .0 .013 6.50 1 583 485 0 4 CHANNEL .0 600. .0090 50.0 50.D .016 .50 1 OVERFLOW 100.0 600. .0090 10.0 10.0 .040 5.00 485 515 0 3 .0 1. .0010 .0 .0 .001 10.00 1 515 431 0 4 CHANNEL .0 620. .0060 50.0 50.0 .016 .50 1 OVERFLOW 100.0 620. .0060 10.0 10.0 .040 5.00 431 432 4 3 .0 1. .0010 .0 .0 .001 10.00 433 DIVERSION TO GUTTER NUMBER 433 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 105.000 36.6 266.000 77.9 784.200 232.7 432 595 0 3 .0 1. .0010 .0 -.0 .001 10.00 1 433 584 0 3 .0 1. .0010 .0 .0 .001 10.00 1 585 434 0 4 CHANNEL .0 480. .0030 50.0 50.0 .016 .50 1 OVERFLOW 100.0 480. .0030 10.0 10.0 .040 5.00 434 660 3 3 .0 1. .0010 .0 .0 .001 10.00 659 DIVERSION TO GUTTER NUMBER 659 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 53.000 .0 2000.000 1947.0 659 813 0 3 .0 1. .0010 .0 .0 .001 10.00 1 660 661 0 3 .0 1. .0010 .0 .0 .001 10.00 1 661 669 0 2 PIPE 3.5 2200. .0056 .0 .0 .013 3.50 1 813 814 6 3 .0 1. .0010 .0 .0 .001 10.00 815 DIVERSION TO GUTTER NUMBER 815 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 53.000 13.0 124.000 39.0 523.000 235.0 601.000 273.0 630.000 286.0 814 833 0 3 .0 1. .0010 .0 .0 .001 10.00 1 815 838 0 3 .0 1. .0010 .0 .0 .001 10.00 1 833 514 0 3 .0 1. .0010 .0 .0 .001 10.00 1 514 816 0 4 CHANNEL .0 500. .0050 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0050 10.0 .0 .040 5.00 816 817 5 3 .0 1. .0010 .0 .0 .001 10.00 818 DIVERSION TO GUTTER NUMBER 818 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 13.000 13.0 35.000 35.0 286.000 144.0 302.000 153.0 817 587 0 3 .0 1. .0010 .0 .0 .001 10.00 1 818 435 0 3 .0 1. .0010 .0 .0 .001 10.00 1 587 834 0 4 CHANNEL .0 500. .0060 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0060 10.0 .0 .040 5.00 834 835 8 3 .0 1. .0010 .0 .0 .001 10. 00 836 DIVERSION TO GUTTER NUMBER 836 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 10.000 2.0 50.000 12.0 100.000 22.0 150.000 35.0 200.000 49.0 300.000 81.0 400.000 115.0 835 837 0 3 .0 1. .0010 .0 .0 .001 10.00 1 836 830 0 3 .0 1. .0010 .0 .0 .001 10.00 1 837 436 0 4 CHANNEL .0 500. .0060 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0060 10.0 .0 .040 5.00 540 436 0 4 CHANNEL .0 980. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 980. .0020 10.0 10.0 .040 5.00 436 437 4 3 .0 1. .0010 .0 .0 .001 10.00 438 DIVERSION TO GUTTER NUMBER 438 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 20.800 3.4 90.200 37.2 592.700 264.6 437 588 0 3 .0 1. .0010 .0 .0 .001 10.00 1 438 589 0 3 .0 1. .0010 .0 .0 .001 10.00 1 589 465 0 4 CHANNEL .0 700. .0120 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0120 10.0 10.0 .040 5.00 588 439 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0080 10.0 10.0 .010 5.00 439 440 4 3 .0 1. .0010 .0 .0 .001 10.00 441 DIVERSION TO GUTTER NUMBER 441 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 17.400 6.7 53.000 38.6 328.100 235.1 440 539 0 3 .0 1. .0010 .0 .0 .001 10.00 1 441 486 0 3 .0 1. .0010 .0 .0 .001 10.00 1 486 488 0 4 CHANNEL .0 700. .0140 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0140 10.0 10.0 .040 5.00 539 442 0 4 CHANNEL .0 500. .0150 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0150 10.0 10.0 .040 5.00 560 568 3 3 .0 1. .0010 .0 .0 .001 ID.00 569 DIVERSION TO GUTTER NUMBER 569 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 324.000 .0 500.000 176.0 568 901 0 3 .0 1. .0010 .0 .0 .001 10, 00 1 569 561 0 3 .0 1. .0010 .0 .0 .001 10.00 1 561 Soo 0 4 CHANNEL .0 500. .0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0100 10.0 10.0 .010 5.00 442 443 4 3 .0 1. .0010 .0 .0 .001 10.00 444 DIVERSION TO GUTTER NUMBER 444 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 47.800 2B.5 87.300 45.7 468.800 234.9 443 538 0 3 .0 1. .0010 .0 .0 .001 10.00 1 444 595 0 3 .0 1. .0010 .0 .0 .001 10.00 1 595 466 0 4 CHANNEL .0 700. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0090 10.0 10.0 .040 5.00 538 800 0 4 CHANNEL .0 500. .0130 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0130 10.0 10.0 .040 5.00 537 922 0 4 CHANNEL .0 520. .0070 50.0 .0 .016 .50 1 OVERFLOW 50.0 520. .0070 .0 10.0 .040 5.00 922 923 3 3 .0 1. .0010 .0 .0 .001 10.00 924 DIVERSION TO GUTTER NUMBER 924 - TOTAL 0 VS DIVERTED Q IN CPS .000 .0 60.000 60.0 200.000 60.0 924 905 0 3 .0 1. .0010 .0 .0 .001 10.00 1 923 863 0 3 .0 1. .0010 .0 .0 .001 10.00 1 905 403 0 2 PIPE 3.0 800. .0080 .0 .0 .013 3.00 1 Page 12 of38 1 1 1 1 1 1 584 838 0 4 CHANNEL .0 995. .0030 50.0 50.0, .016 .50 1 OVERFLOW 40.0 995. .0030 10.0 10.0 .040 5.00 838 423 0 3 .0 1. .0010 .0 .0 .001 10.00 1 516 423 0 4 CHANNEL .0 790. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 790. .0070 10.0 10.0 .040 5.00 423 586 0 3 .0 1. .0010 .0 .0 .001 10.00 1 5B6 435 0 4 CHANNEL .0 480. .0050 50.0 .0 .016 .50 1 OVERFLOW 30.0 480. .0050 .0 10.0 .040 5.00 435 827 6 3 .0 1. .0010 .0 .0 .001 10.00 828 DIVERSION TO GUTTER NUMBER 828 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 70.000 22.0 201.000 72.0 628.000 201.0 744.000 238.0 778.000 253.0 827 829 0 3 .0 1. .0010 .0 .0 .001 10.00 1 828 830 0 3 .0 1. .0010 .0 .0 .001 10.00 1 829 424 0 4 CHANNEL .0 480. .0050 50.0 .0 .016 .50 1 OVERFLOW 30.0 480. .0050 .0 10.0 .040 5.00 424 532 0 3 .0 1. .0010 .0 .0 .001 10.00 1 532 655 0 4 CHANNEL .0 500. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0070 10.0 10.0 .040 5.00 830 831 6 3 .0 1. .0010 .0 .D .001 10.00 832 DIVERSION TO GUTTER NUMBER 832 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 22.000 .0 72.000 3.0 201.000 23.0 238.000 30.0 253.000 33.0 831 655 0 3 .0 1. .0010 .0 .0 .001 10.00 1 832 540 0 3 .0 1. .0010 .0 .0 .001 10.00 1 655 656 3 3 .0 1. .0010 .0 .0 .001 10.00 657 DIVERSION TO GUTTER NUMBER 657 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 100.000 100.0 500.000 100.0 656 425 0 3 .0 1. .0010 .0 .0 .001 10.00 0 657 658 0 3 .0 1. .0010 .0 .0 .001 10.00 0 658 680 0 2 PIPE 4.0 480. .0050 .0 .0 .013 4.00 0 425 533 0 3 .0 1. .0010 .0 .0 .001 10.00 1 533 666 0 4 CHANNEL .0 500. .0010 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0010 10.0 10.0 .040 5.00 666 667 3 3 .0 1. .0010 .0 .0 .001 10.00 668 DIVERSION TO GUTTER NUMBER 668 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 100.000 100.0 $00.000 100.0 667 426 0 3 .0 1. .0010 .0 .0 .001 10.00 0 668 697 0 3 .0 1. .0010 .0 .0 .001 10.00 0 697 699 0 2 PIPE 5.0 500. .0015 .0 .0 .013 5.00 0 426 534 0 3 .0 1. .0010 .0 .0 .001 10.00 1 427 675 0 3 .0 1. .0010 .0 .0 .001 10.00 1 536 846 0 4 CHANNEL .0 500. .0110 .0 50.0 .016 .50 1 OVERFLOW 50.0 500: .0110 10.0 .0 .040 5.00 420 922 0 4 CHANNEL .0 500. .1090 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .1090 10.0 .0 .040 5.00 518 558 0 4 CHANNEL .0 770. .0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 770. .0100 10.0 10.0 .040 5.00 558 477 0 4 CHANNEL .0 730. .0030 50.0 50.0 .016 .50 1 OVERFLOW 30.0 730. .0030 10.0 10.0 .040 5.00 477 500 3 3 .0 1. .0010 .0 .0 .001 10.00 535 DIVERSION TO GUTTER NUMBER 535 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 120.000 120.0 500.000 120.0 500 517 0 3 .0 1. .0010 .0 .0 .001 10.00 0 535 674 0 3 .0 1. .0010 .0 .0 .001 10.00 0 674 184 0 2 PIPE 6.0 780. .0060 .0 .0 .013 6.00 0 180 181 3 3 .0 1. .0010 .0 .0 .001 10.00 182 DIVERSION TO GUTTER NUMBER 182 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 80.000 BO.0 500.000 80.0 181 516 0 3 .0 1. .0010 .0 .0 .001 10.00 0 182 183 0 3 .0 1. .0010 .0 .0 .001 10.00 0 183 184 0 2 PIPE 4.5 690. .0020 .0 .0 .013 4.50 0 184 185 0 2 PIPE 6.0 500. .0130 .0 .0 .013 6.00 0 185 679 0 2 PIPE 7.0 500. .0070 .0 .0 .013 7.00 0 679 680 0 2 PIPE 7.0 500. .0080 .0 .0 .013 7.00 0 680 699 0 2 PIPE 7.5 500. .0070 .0 .0 .013 7.50 0 699 567 0 2 PIPE 8.5 1000. .0050 .0 .0 .013 8.50 0 567 186 0 2 PIPE 8.5 1440. .0070 .0 .0 .013 8.50 0 186 191 0 2 PIPE 9.5 1520. .0070 .0 .0 .013 9.50 0 191 0 0 2 PIPE 9.5 1600. .0070 .0 .0 .013 9.50 0 517 478 0 4 CHANNEL .0 400. .0000 50.0 50.0 .016 .50 1 OVERFLOW 60.0 400. .0080 10.0 10.0 .040 5.00 478 559 0 3 .0 1. .0010 .0 .0 .001 10.00 1 559 479 0 4 CHANNEL .0 550. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 550. .0070 10.0 10.0 .040 5.00 479 531 0 3 .0 1. .0010 .0 .0 .001 10.00 1 531 546 0 4 CHANNEL .0 830. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 830. .0090 10.0 10.0 .040 5.00 546 581 0 3 .0 1. .0010 .0 .0 .001 10.00 0 581 74B 0 4 CHANNEL .0 500. .0080 50.0 50.0 .01fi .50 1 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 5.00 534 429 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 6.930 1.6 8.310 12.7 9.700 47.4 11.080 158.4 12.470 375.7 13.850 698.8 16.250 1130.5 18.650 1669.3 21.050 2317.3 429 449 5 3 .0 1. .0010 .0 .0 .001 10.00 450 DIVERSION TO GUTTER NUMBER 450 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 375.700 .0 698.800 6.6 1130.500 40.6 1669.300 109.1 449 870 0 3 .0 1. .0010 .0 .0 .001 10.00 1 450 448 0 3 .0 1. .0010 .0 .0 .001 10.00 1 448 560 0 4 CHANNEL .0 1200. .0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1200. .0100 10.0 10.0 .040 5.00 B70 871 7 3 .0 1. .0010 .0 .0 .001 10.00 872 DIVERSION TO GUTTER NUMBER 872 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47. 400 .0 158.400 1.0 375.700 17.9 692.300 73.6 1089.900 156.3 1560.200 262.1 B71 582 0 3 .0 1. .0010 .0 .0 .001 10.00 1 1 7 J 1 1 1 Page 13 of 38 872 873 0 3 .0 1. .0010 .0 .01 .001 10.00 1 873 882 0 4 CHANNEL .0 1000. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1000. .0070 10.0 10.0 .040 5.00 5B2 753 0 4 CHANNEL .0 505. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 505. .0040 10.0 10.0 .040 5.00 882 883 7 3 .0 1. .0010 .0 .0 .001 10.00 884 DIVERSION TO GUTTER NUMBER 884 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 118.600 72.1 296.500 164,5 593.000 318.7 889.500 518.0 1186.000 678.1 1482.500 836.2 883 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 884 981 0 3 .0 1. .0010 .0 .0 .001 10.00 1 981 982 3 3 .0 1. .0010 .0 .0 .001 10.00 983 DIVERSION TO GUTTER NUMBER 983 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 160.000 160.0 500.000 160.0 982 885 0 3 .0 1. .0010 .0 .0 .001 10.00 0 983 567 0 3 .0 1. .0010 .0 .0 .001 10.00 0 885 B86 7 3 .0 1. .0010 .0 .0 .001 10.00 887 DIVERSION TO GUTTER NUMBER 887 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 94.100 36.7 219.500 46.4 683.000 109.9 898,100 139.3 1111.200 161.9 1563.300 275.3 , 886 605 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 887 874 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 874 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 557 478 0 4 CHANNEL .0 425. .0080 50.0 .0 .016 .50 1 OVERFLOW 18.0 425. .0080 .0 10.0 .040 5.00 501 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 503 580 0 4 CHANNEL .0 850. .0160 50.0 50.0 .016 .50 1 OVERFLOW 40.0 850. .0160 10.0 10.0 .040 5.00 580 475 0 4 CHANNEL .0 900. .0060 50.0 50.0 .016 .50 1 OVERFLOW 40.0 900. .0060 10.0 10.0 .040 5.00 502 475 0 4 CHANNEL .0 930. .0120 50.0 50.0 .016 .50 1 OVERFLOW 40.0 930. .0120 10.0 10.0 .040 5.00 475 510 0 3 .0 1. .0010 .0 .0 .001 10.00 1 510 0 0 4 CHANNEL .0 700. .0190 30.0 30.0 .020 .50 1 OVERFLOW .0 700. .0190 30.0 30.0 .040 5.00 413 303 0 3 .0 1. .0010 .0 .0 .001 10.00 1 303 110 0 2 PIPE 2.0 730. .0120 .0 .0 .013 2.00 1 391 311 0 3 .0 1. .0010 .0 .0 .001 10.00 1 508 597 0 4 CHANNEL .0 660. .0170 50.0 .0 .016 .50 1 OVERFLOW 20.0 660. .0170 .0 10.0 .040 5.00 597 472 0 4 CHANNEL .0 670. .0150 50.0 50.0 .016 .50 1 OVERFLOW 40.0 670. .0150 10.0 10.0 .040 5.00 472 305 3 3 .0 1. .0010 .0 .0 .001 10.00 306 DIVERSION TO GUTTER NUMBER 306 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 170.000 170.0 500.000, 170.0 305 511 0 3 .0 1. .0010 .0 .0 .001 10.00 0 306 310 a 3 .0 1. .0010 .0 .0 .001 10.00 0 310 312 0 1 CHANNEL 5.0 240. .0080 .0 .0 .015 4.00 1 311 312 0 2 PIPE 2.0 510. .0040 .0 .0 .015 2.00 1 312 313 0 1 CHANNEL 6.0 460. .0040 .0 .0 .015 4.00 1 313 318 0 1 CHANNEL 6.0 990. .0060 .0 .0 .015 4.00 1 511 473 0 4 CHANNEL .0 730. .0050 50.0 50.0 .016 .50 1 OVERFLOW 40.0 730. .0050 10.0 10.0 .040 5.00 473 469 4 3 .0 1. .0010 .0 .0 .001 10.00 470 DIVERSION TO GUTTER NUMBER 470 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 32.500 19.3 67.300 26.7 214.800 78.6 469 598 0 3 .0 1. .0010 .0 .0 .001 10.00 1 470 578 0 3 .0 1. .0010 .0 .0 .001 10.00 1 578 630 0 4 CHANNEL .0 500. .0030 50.0 50.0 .016 .50 1 OVERFLOW 30.0 500. .0030 10.0 10.0 .040 5.00 598 474 0 4 CHANNEL .0 1010. .0070 50.0 50.0 .016 .50 1 OVERFLOW 50.0 1010. .0070 10.0 10.0 .040 5.00 474 315 3 3 .0 1. .0010 .0 .0 .001 10.00 316 DIVERSION TO GUTTER NUMBER 316 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 99.9 500.000 100.0 315 549 0 3 .0 1. .0010 .0 .0 .001 10.00 0 316 318 0 3 .0 1. .0010 .0 .0 .001 10.00 0 318 459 0 1 CHANNEL 7.0 790. .0072 .0 .0 .015 4.00 1 549 471 0 4 CHANNEL .0 500. .0070 50.0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0070 10.0 10.0 .040 5.00 471 548 0 4 CHANNEL .0 210. .0040 50.0 50.0 .016 .50 1 OVERFLOW 50.0 210. .0040 10.0 10.0 .040 5.00 548 643 0 3 .0 1. .0010 .0 .0 .001 10.00 1 550 0 0 4 CHANNEL .0 1100. .0120 30.0 30.0 .020 .50 1 OVERFLOW 50.0 1100. .0120 30.0 30.0 .040 5.00 630 631 3 3 .0 1. .0010 .0 .0 .001 10.00 632 DIVERSION TO GUTTER NUMBER 632 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 60.000 60.0 500,000 60.0 631 596 0 3 .0 1. .0010 .0 .0 .001 10.00 1 632 633 0 3 .0 1. .0010 .0 .0 .001 10.00 1 596 468 0 4 CHANNEL .0 500. .0340 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0340 10.0 10.0 .040 5.00 468 544 0 3 .0 1. .0010 .0 .0 .001 10.00 1 544 482 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 5.00 482 483 6 3 .0 1. .0010 .0 .0 .001 10.00 484 DIVERSION TO GUTTER NUMBER 484 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 34.000 11.3 46.000 15.3 181.000 34.7 200.000 36.3 260.000 40.0 483 563 0 3 .0 1. .0010 .0 .0 .001 10.00 1 484 529 0 3 .0 1. .0010 .0 .0 .001 10.00 1 5fi3 564 6 3 .0 1. .0010 .0 .0 .001 10. 00 565 DIVERSION TO GUTTER NUMBER 565 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 22.700 21.0 30.700 26.6 146.300 68.8 163. 700 72.0 220.000 81.5 564 545 0 3 .0 1. .0010 .0 .0 .001 10.00 1 565 530 0 3 .0 1. .0010 .0 .0 .001 10.00 1 Page 14 of 38 I 1 1 1 t 11 545 491 0 4 CHANNEL .0 500, .0070 50.0 50.0, .016 .50 1 OVERFLOW 60.0 Soo. .0070 10.0 10.0 .040 5.00 529 474 0 4 CHANNEL .0 500. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0020 10.0 10.0 .040 5.00 530 488 0 4 CHANNEL .0 650. .0010 50.0 50.0 .016 .50 1 OVERFLOW 60.0 650. .0010 10.0 10.0 .040 5.00 491 492 4 3 .0 1. .0010 .0 .0 .001 10.00 493 DIVERSION TO GUTTER NUMBER 493 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 41.800 19.6 89.700 41.9 269,600 90.0 492 494 0 3 .0 1. .0010 .0 .0 .001 10.00 1 493 497 0 3 .0 1. .0010 .0 .0 .001 10.00 1 494 495 4 3 .0 1. .0010 .0 .0 .001 10.00 499 DIVERSION TO GUTTER NUMBER 499 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 23.200 23.2 47.800 39.7 179.600 66.4 495 456 0 3 .0 1. .0010 .0 .0 .001 10.00 1 499 498 0 3 .0 1. .0010 .0 .0 .001 '10.00 1 497 471 0 4 CHANNEL .0 500. .0020 50.0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0020 10.0 10.0 .040 5.00 498 466 0 4 CHANNEL .0 680. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 680. .0020 10.0 10.0 .040 5.00 456 447 0 4 CHANNEL .0 260. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 260. .0070 10.0 10.0 .040 5.00 466 542 3 3 .0 1. .0010 .0 .0 .001 10.00 543 DIVERSION TO GUTTER NUMBER 543 - TOTAL Q VS DIVERTED Q IN CFS .000 .a 100.000 100.0 500.000 100.0 542 455 0 3 .0 1. .0010 .0 .0 .001 10.00 1 543 300 0 3 .0 1. .0010 .0 .0 .001 10.00 1 300 457 0 1 CHANNEL 20.0 320. .0030 .0 .0 .015 3.50 1 633 313 0 2 PIPE 4.0 510. .0020 .0 .0 .013 4.00 1 547 675 0 4 CHANNEL .0 650. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 650. .0040 10.0 10.0 .040 5.00 643 644 6 3 .0 1. .0010 .0 .0 .001 10.00 645 DIVERSION TO GUTTER NUMBER 645 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 177.200 .0 208.800 .2 266.900 2.3 325.400 7.4 377.400 25.6 644 459 0 3 .0 1. .0010 .0 .0 .001 10.00 1 645 646 0 3 .0 1. .0010 .0 .0 .001 10.00 1 646 647 7 3 .0 1. .0010 .0 .0 .001 10.00 648 DIVERSION TO GUTTER NUMBER 648 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 .200 .0 2.300 .4 7.400 1,8 25.600 15.1 64.500 41.4 118.500 77.1 647 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 648 649 0 3 .0 1. .0010 .0 .0 .001 10.00 1 649 675 0 4 CHANNEL .0 775. .0110 50.0 50.0 .016 .50 1 OVERFLOW 60.0 775. .0110 10.0 10.0 .040 5.00 455 406 0 4 CHANNEL .0 320. .0030 50.0 50.0 .016 .50 1 OVERFLOW 60.0 320. .0030 10.0 10.0 .040 5.00 406 407 3 3 .0 1. .0010 .0 .0 .001 10.00 408 DIVERSION TO GUTTER NUMBER 408 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 727.000 .0 1727.000 1000.0 407 457 0 3 .0 1. .0010 .0 .0 .001 10.00 1 408 446 0 3 .0 1. .0010 .0 .0 .001 10.00 1 446 547 0 4 CHANNEL .0 1125. .0050 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1125. .0050 10.0 10.0 .010 5.00 457 458 0 2 PIPE 16.0 728. .0030 .0 .0 .015 16.00 1 447 458 0 3 .0 1. .0010 .0 .0 .001 10.00 1 458 459 0 2 PIPE 16.0 530. .0130 .0 .0 .015 16.00 1 459 0 0 2 PIPE 20.0 344. .0030 .0 .0 .015 20.00 1 851 852 8 3 .0 1. .0010 .0 .0 .001 10.00 853 DIVERSION TO GUTTER NUMBER 853 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 6.700 .0 34.200 2.7 123.900 30.5 261.500 87.2 468.700 175.3 857.800 321.9 1160.500 527.2 652 536 0 3 .0 1. .0010 .0 .0 .001 10.00 1 853 854 0 3 .0 1. .0010 .0 .0 .001 10.00 1 854 850 0 4 CHANNEL .0 400. .0130 50.0 .0 .016 .50 1 OVERFLOW 30.0 400. .0130 .0 10.0 .040 5.00 855 869 0 4 CHANNEL .0 400. .0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 400. .0100 10.0 10.0 .040 5.00 421 402 0 3 .0 1. .0010 .0 .0 .001 10.00 1 422 428 6 3 .0 1. .0010 .0 .0 .001 10.00 445 DIVERSION TO GUTTER NUMBER 445 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.000 .1 51.400 .2 250.000 23.2 275.000 29.3 290.000 33.8 428 0 0 3 .0 1. .0010 ,0 .0 .001 10.00 1 445 401 0 3 .0 1. .0010 .0 .0 .001 10.00 1 860 861 14 3 .0 1. .0010 .0 .0 .001 10.00 862 DIVERSION TO GUTTER NUMBER 862 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 11.200 1.2 40.500 7.9 89.500 23.3 159.400 50.1 255.000 90.9 393.400 160.6 496.100 205.7 609.500 261.4 730.400 324.5 858.000 394.4 991.900 470.5 1156.200 552.4 1519.300 732.3 861 420 0 3 .0 1. .0010 .0 .0 .001 10.00 1 862 855 0 3 .0 1. .0010 .0 .0 .001 10.00 1 400 422 0 4 CHANNEL .0 540. .0030 50.0 50.0 .016 .60 1 OVERFLOW 60.0 540. .0030 10.0 10.0 .040 10.00 401 614 0 4 CHANNEL .0 410. .0030 50.0 50.0 .016 .60 1 OVERFLOW 60.0 470. .0030 10.0 10.0 .040 10.00 402 962 0 4 CHANNEL .0 450. .0070 50.0 50.0 .016 .60 1 OVERFLOW 60.0 450. .0070 10.0 10.0 .040 10.00 405 409 0 3 .0 1. .0010 .0 .0 .001 10.00 1 409 968 0 4 CHANNEL .0 470. .0090 50.0 50.0 .016 .60 1 OVERFLOW 60.0 470. .0090 10.0 10.0 .040 10.00 452 422 0 4 CHANNEL .0 720. .0070 50.0 50.0 .016 .60 1 OVERFLOW 100.0 720. .0070 10.0 10.0 .040 10.00 453 421 0 4 CHANNEL .0 200. .0100 50.0 50.0 .016 .60 1 OVERFLOW 60.0 200. .0100 10.0 10.0 .040 10.00 863 864 9 3 .0 1. .0010 .0 .0 .001 10.00 865 DIVERSION TO GUTTER NUMBER 865 - TOTAL Q VS DIVERTED Q IN CFS Page 15 of 38 1 1 1 1 1 11 .000 .0 60.000 .0 110.000 2.2 200.000 13.0 300.O90 33.3 500.000 85.0 596.000 111.7 650.000 130.1 864 453 0 3 .0 1. .0010 .0 .0 .001 865 489 0 3 .0 1. .0010 .0 .0 .001 489 962 0 4 CHANNEL .0 840. .0050 50.0 .0 .020 OVERFLOW 40.0 840. .0050 .0 10.0 .040 601 896 0 4 CHANNEL .0 700. .0060 50.0 50.0 .016 OVERFLOW 60.0 700. .0060 10.0 10.0 .040 603 615 9 2 PIPE .0 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .100 3.9 .290 56.8 .480 155.1 .670 295.8 1.050 729.7 1.240 1013.9 1.430 1326.6 614 612 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 613 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 273.000 273.0 1000.000 273.0 612 0 0 3 .0 1. .0010 .0 .0 .001 613 959 0 3 .0 1. .0010 .0 .0 .001 615 616 4 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 617 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 22.000 16.1 205.100 75.1 1046.200 394.7 616 621 0 3 .0 1. .0010 .0 .0 .001 617 672 0 3 .0 1. .0010 .0 .0 .001 618 619 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 620 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 15.400 11.4 131.300 32.8 438.200 181.4 525.400 225.6 619 641 0 3 .0 1. .0010 .0 .0 .001 620 642 0 3 .0 1. .0010 .0 .0 .001 621 622 4 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 623 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 5.900 .0 130.000 41.6 651.500 297.0 622 782 0 3 .0 1. .0010 .0 .0 .001 623 948 0 3 .0 1. .0010 .0 .0 .001 637 638 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 639 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 35.200 35.2 154.400 131.4 424.600 269.4 449.500 279.7 638 805 0 3 .0 1. .0010 .0 .0 .001 639 812 0 3 .0 1. .0010 .0 .0 .001 640 948 0 4 CHANNEL .0 500. .0110 50.0 50.0 .016 OVERFLOW 60.0 500. .0110 10.0 10.0 .040 641 709 0 4 CHANNEL .0 850. .0080 50.0 50.0 .016 OVERFLOW 60.0 850. .0080 10.0 10.0 .040 fi42 893 0 4 CHANNEL .0 500. .0050 50.0 50.0 .016 OVERFLOW 60.0 500. .0050 10.0 10.0 .040 670 896 0 4 CHANNEL .0 500. .0050 50.0 50.0 .016 OVERFLOW 60.0 500. .0050 10.0 10.0 .040 671 611 0 4 CHANNEL .0 700. .0040 50.0 50.0 .016 OVERFLOW 60.0 700. .0040 10.0 10.0 .040 672 624 0 4 CHANNEL .0 600. .0040 50.0 50.0 .016 OVERFLOW 60.0 600. .0040 10.0 10.0 .040 624 625 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 626 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 18.100 11.8 39.400 20.6 159.200 72.3 175.100 74.0 625 627 0 3 .0 1. .0010 .0 .0 .001 626 712 0 3 .0 1. .0010 .0 .0 .001 627 628 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 629 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 6.400 5.8 1B.900 14.8 102.500 86.4 118.300 96.7 628 702 0 3 .0 1. .0010 .0 .0 .001 629 711 0 3 .0 1. .0010 .0 .0 .001 702 713 0 4 CHANNEL .0 1000. .0060 50.0 50.0 .016 OVERFLOW 60.0 1000. .0060 10.0 10.0 .040 675 0 0 3 .0 1. .0010 .0 .0 .001 701 918 0 4 CHANNEL .0 750. .0100 50.0 50.0 .016 OVERFLOW 60.0 750. .0100 10.0 10.0 .040 708 778 0 4 CHANNEL .0 750. .0050 50.0 50.0 .016 OVERFLOW 60.0 750. .0050 10.0 10.0 .040 709 541 0 4 CHANNEL .0 645. .0060 50.0 50.0 .016 OVERFLOW 60.0 645. .0060 10.0 10.0 .040 541 570 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 577 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 150.0 1000.000 150.0 570 729 0 3 .0 1. .0010 .0 .0 .001 577 763 0 3 .0 1. .0010 .0 .0 .001 763 927 0 2 PIPE 5.0 1130. .0050 .0 .0 .013 729 724 0 4 CHANNEL .0 455. .0060 50.0 50.0 .016 OVERFLOW 60.0 455. .0060 10.0 10.0 .040 711 783 0 4 CHANNEL .0 600. .0070 50.0 50.0 .016 OVERFLOW 60.0 600. .0070 10.0 10.0 .040 712 637 0 4 CHANNEL .0 500. .0020 50.0 50.0 .016 OVERFLOW 60.0 500. .0020 10.0 10.0 .040 724 725 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 726 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 42.500 42.4 89.700 85.8 301.000 206.4 331.100 231.2 725 0 0 3 .0 1. .0010 .0 .0 .001 726 769 0 3 .0 1. .0010 .0 .0 .001 769 634 0 4 CHANNEL .0 750. .0050 50.0 50.0 .016 OVERFLOW 60.0 750. .0050 10.0 10.0 .040 760 765 0 4 CHANNEL .0 750. .0030 50.0 50.0 .016 OVERFLOW 60.0 750. .0030 10.0 10.0 .040 773 765 2 2 PIPE .0 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 2.350 16.3 778 724 0 4 CHANNEL .0 800. .0030 50.0 50.0 .016 OVERFLOW 60.0 800. .0030 10.0 10.0 .040 781 701 0 4 CHANNEL .0 750. .0130 50.0 50.0 .016 400.000 58.9 10.00 1 10.00 1 .50 1 5.00 .60 1 10.00 .00 0 .860 479.3 10.00 613 10.00 1 10.00 1 10.00 611 10.00 1 10.00 1 10. 00 620 10.00 1 10.00 1 10.00 623 10.00 1 10.00 1 10.00 639 10.00 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10. 00 .60 10.00 10.00 10.00 10.00 10.00 10.00 10.00 .60 10.00 10.00 . 60 10.00 .60 10.00 .60 10.00 10.00 10.00 10.00 5.00 .60 10.00 .60 10.00 .60 10.00 10.00 0 0 1 1 1 1 1 1 626 0 0 629 0 0 1 1 1 1 1 577 1 1 1 1 1 1 726 10.00 1 10.00 1 .60 1 10.00 .60 1 10.00 .00 0 .60 1 10.00 .60 1 Page 16 of38 OVERFLOW 60.0 750. .0130 10.0 10.0 .040 10.00 782 840 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .60 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 10.00 791 627 0 4 CHANNEL .0 600. .0010 50.0 50.0 .016 .60 ' OVERFLOW 60.0 600. .0010 10.0 10.0 .040 10.00 793 634 0 4 CHANNEL .0 450. .0040 50.0 50.0 .016 .60 OVERFLOW 60.0 450. .0040 10.0 10.0 .040 10.00 801 676 0 4 CHANNEL .0 550. .0080 50.0 50.0 .016 .60 OVERFLOW 60.0 550. .00BO 10.0 10.0 .040 10.00 676 677 3 3 .0 1. .0010 .0 .0 .001 10.00 ' DIVERSION TO GUTTER NUMBER 678 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 50.000 50.0 1000.000 50.0 677 793 0 3 .0 1. .ODIO .0 .0 .001 10.00 67B 302 0 3 .0 1. .0010 .0 .0 .001 10.00 302 927 0 2 PIPE 4.0 260, 1,10 812 783 0 4 CHANNEL .0 500. .0060 .0100 .0 50.0 .0 50.0 .011 .016 .60 ' OVERFLOW 60.0 500. .0100 10.0 10.0 .040 10.00 840 841 5 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 842 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 5.600 .0 87.500 .0 357.000 222.2 383. 500 246.1 141 640 0 3 .0 1. .0010 .0 .0 .001 10.00 842 843 0 3 .0 1. .0010 .0 .0 .001 10.00 ' 843 844 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 845 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 222.200 64.0 246.100 78.5 844 781 0 3 .0 1. .0010 .0 .0 .001 10.00 845 791 0 3 .0 1. .0010 ,0 .0 .001 10.00 857 fill 0 4 CHANNEL .0 900. .0040 50.0 50.0 .016 .60 ' OVERFLOW 60.0 900. .0040 10.0 10.0 .040 10.00 611 614 0 3 .0 1. .0010 .0 .0 .001 10.00 966 970 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 971 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 379.000 .0 600.000 221.0 970 903 0 3 .0 1. .0010 .0 .0 .001 10.00 971 973 0 3 .0 1. .0010 .0 .0 .001 10.00 ' 973 975 3 3 .0 1. .0010 .0 .0 .001 10. 00 DIVERSION TO GUTTER NUMBER 977 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.000 .0 100.000 75.0 975 967 0 3 .0 1. .0010 .0 .0 .001 10.00 977 967 774 789 0 0 3 3 .0 .0 1. 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 ' 789 790 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 792 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 405.000 405.0 1000.000 405.0 790 774 0 3 .0 1. .0010 .0 .0 .001 10.00 792 . 911 0 3 .0 1. .0010 .0 .0 10.00 774 705 0 4 CHANNEL .0 350. .0060 50.0 50.0 .001 .016 .60 ' OVERFLOW 60.0 350. .0060 10.0 10.0 .040 10.00 705 706 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 707 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 134.000 .0 300.000 166.0 706 912 0 3 .0 1. .0010 .0 .0 .001 10. 00 707 775 0 3 .0 1. .0010 .0 .0 .001 10.00 ' 912 984 0 3 .0 1. .0010 .0 .0 .001 10.00 984 985 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 986 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 407.000 407.0 1000.000 407.0 985 775 0 3 .0 1. .0010 .0 .0 .001 10.00 986 957 0 3 .0 1. .0010 .0 .0 .001 10.00 ' 775 704 0 4 CHANNEL .0 400. .0050 50.0 50.0 .016 .60 OVERFLOW 60.0 400. .0050 10.0 10.0 .040 10.00 704 987 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 988 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 65.000 .0 200.000 135.0 987 988 929 776 0 0 3 3 .0 .0 1. 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 ' 929 989 0 3 .0 1. .0010 .0 .0 .001 10.00 989 990 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 991 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 409.000 409.0 1000.000 409.0 110 776 0 3 .0 1. .0010 .0 10.00 991 956 0 3 .0 1. .0010 .0 .0 .0 .001 .001 10.00 ' 776 795 0 4 CHANNEL .0 300. .0030 50.0 50.0 .016 .60 OVERFLOW 60.0 300. .0030 10.0 10.0 .040 10.00 795 796 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 797 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 90.000 .0 200.000 110.0 796 960 0 3 .0 1. .0010 .0 .0 .001 10.00 ' 797 777 0 3 .0 1. .0010 .0 .0 .001 10.00 960 992 0 3 .0 1. .0010 .0 .0 .001 10.00 992 993 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 994 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 409.000 409.0 1000.000 409.0 993 777 0 3 .0 1. .0010 .0 .0 .001 10.00 994 955 0 3 .0 1. .0010 .0 .0 .001 10.00 777 995 0 4 CHANNEL .0 300. .0010 50.0 50.0 .016 .60 OVERFLOW 60.0 300. .0010 10.0 10.0 .040 10.00 995 996 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 997 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 48.000 .0 3GO.000 252.0 996 961 0 3 .0 1. .0010 .0 .0 .001 10.00 ' 997 779 0 3 .0 1. .0010 .0 .0 .001 10.00 961 972 0 3 .0 1. .0010 .0 .0 .001 10.00 972 974 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 976 - TOTAL Q VS DIVERTED Q IN CFS 1 1 1 670 1 1 1 1 842 1 1 845 1 1 1 1 971 1 1 977 1 1 1 792 1 1 1 707 1 1 1 986 1 1 1 988 1 1 1 991 1 1 1 797 1 1 1 994 1 1 1 997 1 1 1 976 Page 17 ur38 [I [] .000 .0 423.000 423.0 1000.000 423.0 974 779 0 3 .0 1. .0010 .0 .0 .001 10.00 1 976 954 0 3 .0 1. .0010 .0 .0 .001 10.00 1 779 703 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 I0.00 703 695 3 3 .0 1. .0010 .0 .0 .001 10.00 696 DIVERSION TO GUTTER NUMBER 696 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 226.000 .0 500.000 274.0 695 969 0 3 .0 1. .0010 .0 .0 .001 10.00 1 696 780 0 3 .0 1. .0010 .0 .0 .001 10.00 1 969 770 0 3 .0 1. .0010 .0 .0 .001 10.00 1 770 771 3 3 .0 1. .0010 .0 .0 .001 10.00 772 DIVERSION TO GUTTER NUMBER 772 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 55B.000 .0 1000.000 442.0 771 953 0 3 .0 1. .0010 .0 .0 .001 10.00 1 772 780 0 3 .0 1. .0010 .0 .0 .001 10.00 1 780 783 0 4 CHANNEL .0 480. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 480. .0040 10.0 10.0 .040 10.00 783 784 3 3 .0 1. .0010 .0 .0 .001 10.00 785 DIVERSION TO GUTTER NUMBER 785 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 229.000 .0 600.000 371.0 784 008 0 3 .0 1. .0010 .0 .0 .001 10.00 1 785 700 0 3 .0 1. .0010 .0 .0 .001 10.00 1 808 786 0 3 .0 1. .0010 .0 .0 .001 10.00 1 786 787 3 3 .0 1. .0010 .0 .0 .001 10.00 788 DIVERSION TO GUTTER NUMBER 788 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 680.000 680.0 2000.000 600.0 787 700 0 3 .0 1. .0010 .0 .0 .001 10.00 1 788 908 0 3 .0 1, .0010 .0 .0 .001 10.00 1 700 713 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 10.00 713 714 3 3 .0 1. .0010 .0 ,0 .001 10.00 715 DIVERSION TO GUTTER NUMBER 715 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 47.000 .0 200.000 153.0 714 856 0 3 .0 1. .0010 .0 .0 .001 10.00 1 715 723 0 3 .0 1. .0010 .0 .0 .001 10.00 1 856 716 0 3 .0 1. .0010 .0 .0 .001 10.00 1 716 717 3 3 .0 1. .0010 .0 .0 .001 10.00 718 DIVERSION TO GUTTER NUMBER 718 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 689.000 689.0 2000.000 689.D 717 723 0 3 .0 1. .0010 .0 .0 .001 10.00 1 718 913 0 3 .0 1. .0010 .0 .0 .001 10.00 1 723 719 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 10.00 719 720 3 3 .0 1. .0010 .0 .0 .001 10.00 721 DIVERSION TO GUTTER NUMBER 721 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 81.000 .0 300.000 219.0 720 888 0 3 .0 1. .0010 .0 .0 .001 10.00 1 721 722 0 3 .0 1. .0010 .0 .0 .001 10.00 1 888 794 0 3 .0 1. .0010 .0 .0 .001 10.00 1 794 798 3 3 .0 1. .0010 .0 .0 .001 10.00 799 DIVERSION TO GUTTER NUMBER 799 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 768.000 768.0 2000.000 768.0 798 722 0 3 .0 1. .0010 .0 .0 .001 10.00 1 799 914 0 3 .0 1. .0010 .0 .0 .001 10.00 1 722 710 0 4 CHANNEL .0 880. .0010 50.0 50.0 .016 .60 1 OVERFLOW 60.0 880. .0010 10.0 10.0 .040 10.00 710 755 3 3 .0 1. .0010 .0 .0 .001 10.00 756 DIVERSION TO GUTTER NUMBER 756 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 85.000 .0 300.000 215.0 755 890 0 3 .0 1. .0010 .0 .0 .001 10.00 1 756 806 0 3 .0 1. .0010 .0 .0 .001 10.00 1 890 980 0 3 .0 1. .0010 .0 .0 .001 10.00 1 980 998 3 3 .0 1. .0010 .0 .0 .001 10.00 999 DIVERSION TO GUTTER NUMBER 999 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 773.000 773.0 2000.000 773.0 998 806 0 3 .0 1. .0010 .0 .0 .001 10.00 1 999 904 0 3 .0 1. .0010 .0 .0 .001 10.00 1 806 757 0 4 CHANNEL .0 850. .0120 50.0 50.0 .016 .60 1 OVERFLOW 60.0 050. .0120 10.0 10.0 .040 10.00 761 757 0 4 CHANNEL .0 1500. .0080 50.0 50.0 .016 .60 1 OVERFLOW 40.0 1500. .0080 10.0 10.0 .040 10.00 757 758 3 3 .0 1. .0010 .0 .0 .001 10.00 759 DIVERSION TO GUTTER NUMBER 759 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 145.000 .0 300.000 155.0 758 606 0 3 .0 1. .0010 .0 .0 .001 10.00 1 759 807 0 3 .0 1. .0010 .0 .0 .001 10.00 1 606 599 0 3 .0 1. .0010 .0 .0 .001 10.00 1 599 600 3 3 .0 1. .0010 .0 .0 .001 10.00 602 DIVERSION TO GUTTER NUMBER 602 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 935.000 .0 2000.000 1065.0 600 906 0 3 .0 1. .0010 .0 .0 .001 10.00 1 602 807 0 3 .0 1. .0010 .0 .0 .001 10.00 1 768 607 0 3 .0 1. .0010 .0 .0 .001 10.00 1 607 608 3 3 .0 1. .0010 .0 .0 .001 10.00 609 DIVERSION TO GUTTER NUMBER 609 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 943.000 .0 2000.000 1057.0 608 910 0 3 .0 1. .0010 .0 .0 .001 10.00 1 609 762 9 3 .0 1. .0010 .0 .0 .001 10.00 1 807 634 0 4 CHANNEL .0 860. .0050 50.0 50.0 .016 .60 1 OVERFLOW 40.0 860. .0050 10.0 10.0 .040 10.00 805 995 0 4 CHANNEL .0 470. .0130 50.0 50.0 .016 .60 1 OVERFLOW 60.0 470. .0130 10.0 10.0 .040 10.00 903 967 0 2 PIPE 6.5 170. .0060 .0 .0 .013 6.50 1 958 912 0 2 PIPE 7.0 268. .0060 .0 .0 .013 7.00 1 Page I8 of3S C L 1 1 957 929 0 2 PIPE 7.0 463. .0060 .0 .0 .013 7.00 1 956 960 0 2 PIPE 7.5 300. .0030 .0 .0 .013 7.50 1 955 961 0 2 PIPE 8.0 300. .0020 .0 .0 .013 8.00 1 954 969 0 2 PIPE 8.0 430. .0020 .0 .0 .013 8.00 1 953 907 0 2 PIPE 16.0 248. .0100 .0 .0 .013 16.00 1 907 008 0 2 PIPE 9.0 295. .0020 .0 .0 .013 9.00 1 906 856 0 2 PIPE 10.0 501. .0020 .0 .0 .013 10.00 1 913 88B 0 2 PIPE 10.0 458. .0020 .0 .0 .013 10.00 1 914 915 0 2 PIPE 10.0 480. .0030 .0 .0 .013 10.00 1 915 890 0 2 PIPE 10.0 52B. .0030 .0 .0 .013 10.00 1 904 606 0 2 PIPE 10.0 757. .0090 .0 .0 .013 10.00 1 906 909 0 2 PIPE 10.0 483. .0050 .0 .0 .013 10.00 1 909 768 0 2 PIPE 10.0 423. .0100 .0 .0 .013 10.00 1 910 0 0 2 PIPE 10.0 387. .0110 .0 .0 .013 10.00 1 918 919 3 3 .0 1. .0010 .0 .0 .001 10.00 920 DIVERSION TO GUTTER NUMBER 920 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 35.000 35.0 1000.000 35.0 919 801 0 3 .0 1. .0010 .0 .0 .001 10.00 1 920 921 0 3 .0 1. .0010 .0 .0 .001 10.00 1 921 302 0, 2 PIPE 4.0 540. .0060 .0 .0 .013 4.00 1 634 635 3 3 .0 1. .0010 .0 .0 .001 10.00 636 DIVERSION TO GUTTER NUMBER 636 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 40.000 40.0 1000.000 40.0 635 727 0 3 .0 1, .0010 .0 .0 .001 10.00 1 636 927 0 3 .0 1. .0010 .0 .0 .001 10.00 1 727 762 0 3 .0 1. .0010 .0 .0 .001 10.00 1 762 765 0 3 ,0 1. .0010 .0 .0 .001 10.00 1 765 0 0 3 ,0 1. .0010 .0 .0 .001 10.00 1 927 0 0 2 PIPE 4.0 250. .0330 .0 .0 .013 4.00 1 941 942 3 3 .0 1. .0010 .0 .0 .001 10.00 943 DIVERSION TO GUTTER NUMBER 943 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 43.000 .0 2043.000 2000.0 942 944 0 3 .0 1. .0010 .0 .0 .001 10.00 1 943 603 0 3 .0 1. .0010 .0 .0 .001 10.00 1 944 945 0 2 PIPE 4.0 600. .0060 .0 .0 .013 4.00 1 945 946 0 2 PIPE 4.0 500. .0060 .0 .0 .013 4.00 1 946 947 0 2 PIPE 4.0 500. .0080 .0 .0 .013 4.00 1 947 191 0 2 PIPE 4.0 500. .0080 .0 .0 .013 4.00 1 951 952 0 2 PIPE 4.5 500. .0060 .0 .0 .013 4.50 1 952 938 0 2 PIPE 5.5 500. .0040 .0 .0 .013 5.50 1 959 0 0 2 PIPE 4.0 500. .0400 .0 .0 .013 4.00 1 965 0 0 2 PIPE 2.5 730. .0140 .0 .0 .013 2.50 1 800 802 3 3 .0 1. .0010 .0 .0 .001 10.00 803 DIVERSION TO GUTTER NUMBER 803 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 107.000 .0 500.000 , 393.0 802 900 0 3 .0 1. .0010 .0 .0 .001 10.00 1 803 537 0 3 .0 1. .0010 .0 .0 .001 10.00 1 900 901 0 2 PIPE 4.0 465. .0190 .0 .0 .013 4.00 1 901 902 0 2 PIPE 6.5 335. .0100 .0 .0 .013 6.50 1 804 809 3 3 .0 1. .0010 .0 .0 .001 10.00 BID DIVERSION TO GUTTER NUMBER 810 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 53. 000 .0 200.000 147.0 809 902 0 3 .0 1. .0010 .0 .0 .001 10.00 1 810 860 0 3 .0 1. .0010 .0 .0 .001 10.00 1 902 916 0 2 PIPE 7.0 279. .0060 .0 .0 .013 7.00 1 846 847 3 3 .0 1. .0010 .0 .0 .001 10.00 848 DIVERSION TO GUTTER NUMBER 848 - TOTAL Q VS DIVERTED Q IN 'CPS .000 .0 150.000 ,0 400.000 250.0 847 916 0 3 .0 1. .0010 .0 .0 .001 10.00 1 848 860 0 3 .0 1. .0010 .0 .0 .001 10.00 1 916 935 0 2 PIPE 7.0 341. HOBO .0 .0 .013 7.00 1 811 839 3 3 .0 1. .0010 .0 .0 .001 10.00 849 DIVERSION TO GUTTER NUMBER 849 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 265.000 .0 600.000 335.0 839 911 0 3 .0 1. .0010 .0 .0 .001 10.00 1 849 851 0 3 .0 1. .0010 .0 .0 .001 10.00 1 911 917 0 2 PIPE 5.5 425. .0190 .0 .0 .013 5.50 1 850 866 3 3 .0 1. .0010 .0 .0 .001 10.00 867 DIVERSION TO GUTTER NUMBER 867 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 25.000 .0 200.000 175.0 866 917 0 3 .0 1. .0010 .0 .0 .001 10.00 1 867 868 0 3 .0 1. .0010 .0 .0 .001 10.00 1 917 935 0 2 PIPE 6.0 487. .0120 .0 .0 .013 6.00 1 868 601 0 4 CHANNEL .0 810. .0140 50.0 50.0 .016 .50 1 OVERFLOW 60.0 010. .0140 10.0 10.0 .040 5.00 85B 859 3 3 .0 1. .0010 .0 .0 .001 10.00 099 DIVERSION TO GUTTER NUMBER 899 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 17.000 .0 100.000 83.0 859 938 0 3 .0 1. .0010 .0 .0 .001 10.00 1 899 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 869 881 3 3 .0 1. .0010 .0 .0 .001 10.00 889 DIVERSION TO GUTTER NUMBER 889 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 82.000 .0 200.000 118.0 881 935 0 3 .0 1. .0010 .0 .0 .001 10.00 1 935 937 0 2 PIPE 8.0 406. .0090 .0 .0 .013 9.00 1 889 891 0 3 ,0 1. .0010 .0 .0 .001 10.00 1 891 421 0 4 CHANNEL .0 500. .0050 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0050 10.0 10.0 .040 5.00 962 963 3 3 .0 1. .0010 .0 .0 .001 10.00 964 DIVERSION TO GUTTER NUMBER 964 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 105.000 105.0 300.000 105.0 963 452 0 3 .0 1. .0010 .0 .0 .001 10.00 1 964 403 0 3 .0 1. .0010 .0 .0 .001 10.00 1 403 925 0 3 .0 1. .0010 .0 .0 .001 10.00 1 925 926 3 3 .0 1. .0010 .0 .0 .001 10.00 928 n Page 19 of 38 DIVERSION TO GUTTER NUMBER 928 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 116.000 .0 300.000 184.0 926 936 0 3 .0 1. .0010 .0 .0 .001 10.00 1 928 452 0 3 .0 1. .0010 .0 .0 .001 10.00 1 936 937 0 2 PIPE 4.0 425. .0150 .0 .0 .013 4.00 1 892 893 0 4 CHANNEL .0 720. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 720. .0080 10.0 10.0 .040 10.00 893 894 3 3 .0 1. .0010 .0 .0 .001 10.00 895 DIVERSION TO GUTTER NUMBER 895 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 11.000 .0 300.000 289.0 ' 894 191 0 3 .0 1. .0010 .0 .0 .001 10.00 1 895 670 0 3 .0 1. .0010 .0 .0 .001 10.00 1 948 949 3 3 .0 1. .0010 .0 .0 .001 10.00 950 DIVERSION TO GUTTER NUMBER 950 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 17.000 .0 300.000 283.0 949 947 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 950 618 0 3 .0 1. .0010 .0 .0 .001 10.00 1 896 897 3 3 .0 1. .0010 .0 .0 .001 10.00 898 DIVERSION TO GUTTER NUMBER 898 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 190.000 190.0 500.000 190.0 897 898 671 952 0 3 0 3 .0 .0 1. 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 1 1 ' 937 938 0 2 PIPE 8.5 1104. .0090 .0 .0 .013 8.50 1 938 0 0 2 PIPE 8.5 361. .0130 .0 .0 .013 0.50 1 968 978 3 3 .0 1, .0010 .0 .0 .001 10.00 979 DIVERSION TO GUTTER NUMBER 979 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 32.000 .0 200.000 168.0 978 965 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 979 400 0 3 .0 1. .0010 .0 .0 .001 10.00 1 381 71 18 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN HRS VS INFLOW IN CFS .000 .0 .180 .0 .370 48.3 .750 330.7 .780 328.0 .820 331.3 1.170 288.7 2.120 378.6 2.520 374.1 3.530 300.4 4.270 220.5 4.700 163.5 4. 970 124.3 5.700 98.3 7.070 74.9 8. 380 58.5 11.180 38.6 12.000 29.8 ' 385 388 6 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN HRS VS INFLOW IN CFS .000 .0 .550 .0 .650 79.9 .670 81.8 .700 76.7 .870 ,0 TOTAL NUMBER OF GUTTERS/PIPES, 847 ' OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE:OT100MPA3.IN UPSTREAM MASTER PLAN COND'S RMC OAK ST, SEAR BROWN LOCUST INFO ACE FES 2003 ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 10.9 3 356 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 29.0 4 205 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 37.7 S 214 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 10.6 ' 6 7 321 0 0 0 0 a 0 0 0 6 0 0 0 0 0 0 0 0 0 5.6 7 0 0 0 0 0 0 a 0 0 0 7 0 0 0 0 0 0 0 0 0 1.8 8 9 0 0 0 0 0 0 0 0 0 8 0 a 0 0 0 0 0 0 0 48.2 9 124 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 41.9 10 208 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 a 0 0 0 53. B 11 217 0 0 a 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 3.2 ' 12 221 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 4.5 13 12 220 0 0 0 0 a 0 0 0 13 0 0 0 0 0 0 0 0 0 9.9 14 13 32 33 369 375 496 0 0 0 0 14 0 0 0 0 0 0 0 0 0 508.5 15 22 371 0 0 0 0 0 0 0 0 15 24 0 0 0 0 0 0 0 0 447.9 16 23 26 224 0 0 0 0 0 0 0 16 17 0 0 0 0 0 0 0 0 439.3 18 29 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 15.0 19 20 21 338 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 387.2 20 215 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 1.2 21 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 1.7 22 0 0 a 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 1.0 23 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 2.4 25 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 3.9 26 27 28 30 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 20.5 ' 27 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 2.3 28 352 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 3.2 29 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 2.7 30 353 0 0 0 0 a 0 0 0 0 30 0 0 0 0 0 0 0 0 0 10.3 32 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 1.9 33 232 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 13.0 ' 34 35 37 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 0 24.6 35 36 0 0 0 0 a 0 0 0 0 35 0 0 0 0 0 0 0 0 0 6.1 36 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 3.7 37 38 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 9.5 38 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 3.7 39 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 7.1 ' 40 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 a 9.1 41 362 0 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 13.0 42 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 2.9 43 0 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 4.6 44 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 2.8 45 299 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 76.7 46 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 4.6 47 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 3.1 48 49 0 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 0 8.5 49 308 349 0 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 0 0 4.5 50 294 309 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 11.3 1 1 Page 20 of 38 1 Ire L 1 1 1 [1 0 1 1 1 51 342 0 0 0 0 a 0 0 0 0 51 0 0 0 Q a 0 a 0 0 99.4 53 51 333 0 0 0 0 0 0 0 0 52 53 0 0 0 0 0 0 0 0 379.3 54 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 7.8 55 56 87 0 0 a 0 0 0 0 0 55 0 a 0 0 0 0 0 0 0 258.7 56 57 86 273 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 249.4 57 254 0 0 0 0 0 0 0 0 a 57 0 0 0 0 0 0 0 0 0 3.8 58 59 61 0 0 0 a 0 0 0 0 58 0 0 0 0 0 0 0 0 0 221.8 59 255 322 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0 56.5 60 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 1.9 61 272 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 0 153.3 62 63 65 0 0 0 0 0 0 0 0 62 0 0 0 0 0 a 0 0 0 11.4 63 64 0 0 0 a 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 6.6 64 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 2.2 65 0 0 0 0 0 0 0 0 0 a 65 0 0 0 0 0 0 0 0 0 2.7 66 0 0 a 0 0 0 0 0 0 a 66 .0 0 0 0 0 0 0 0 0 3.9 67 386 0 a 0 0 0 0 0 0 0 67 0 0 0 0 0 0 a 0 0 36.2 68 169 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 a 0 a 43.7 69 171 0 a 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 36.4 71 301 0 a 0 0 0 0 0 0 0 71 0 0 0 0 0 a 0 0 0 8.0 72 0 0 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 0 3.7 73 0 0 0 0 0 0 0 0 0 0 73 0 0 0 0 0 0 0 0 0 4.7 74 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 0 9.3 75 0 0 0 0 0 0 0 0 0 0 75 0 0 0 0 0 0 0 0 0 2.9 77 0 0 0 0 0 0 0 0 0 0 77 78 0 0 0 0 0 0 0 0 14.0 79 387 0 0 0 0 0 0 0 0 0 79 0 0 0 0 0 0 0 0 0 22.0 80 0 0 0 0 0 0 0 0 0 0 80 0 0 0 0 0 0 0 0 0 5.1 91 249 0 0 a 0 0 a 0 0 0 81 0 0 0 0 0 0 a 0 a 48.1 82 269 0 0 a 0 a a 0 0 0 82 0 0 0 0 0 0 a 0 a 51.0 83 82 0 0 a 0 0 0 0 0 0 83 0 0 0 0 a 0 0 0 0 53.5 84 231 0 0 a 0 a 0 0 0 0 84 0 0 0 0 0 0 0 0 a 77.0 85 0 0 0 a 0 0 0 0 0 0 05 0 0 0 0 0 0 0 0 a 14.6 86 0 0 0 0 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 0 5.7 87 0 0 a a 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 0 3.4 86 50 344 357 0 0 0 0 0 0 0 88 0 0 0 0 0 a 0 0 0 91.2 89 90 0 0 0 a 0 0 0 0 0 89 0 0 0 0 0 0 0 0 0 13.5 90 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 6.3 91 240 0 0 0 0 0 0 0 0 0 91 0 0 0 0 0 0 0 0 0 92 277 0 0 0 a 0 0 0 0 0 92 0 0 0 0 0 0 0 0 0 .18.3 23.8 93 284 0 0 0 0 0 0 0 0 0 93 0 0 0 0 0 0 0 0 0 34.2 94 95 314 0 0 0 0 0 0 0 0 94 0 0 0 0 0 0 0 0 0 29.5 95 0 0 0 0 0 0 0 0 0 0 95 0 0 a 0 0 0 0 0 0 9.0 96 0 a 0 0 0 0 0 0 0 0 96 0 0 0 0 0 0 0 a 0 7.5 97 96 0 0 0 0 0 0 0 0 0 97 a 0 0 0 0 0 a a 0 15.5 98 319 0 0 0 0 0 0 0 0 0 98 0 0 0 0 0 0 a 0 0 31.9 99 0 0 0 0 0 0 0 0 0 0 99 a 0 0 0 0 0 0 0 0 8.8 100 0 0 0 0 0 0 0 0 0 0 100 a 0 0 0 0 0 0 0 a 2.3 101 0 0 a o 0 0 0 0 0 a 101 0 0 0 0 0 0 0 0 a 5.0 102 100 290 0 0 0 0 0 0 0 0 102 0 a 0 0 0 0 0 0 0 41.2 103 102 304 a 0 0 0 0 0 0 a 103 0 a 0 0 0 0 a 0 0 54.3 104 0 0 0 0 0 0 a 0 0 0 104 0 a 0 0 0 0 a 0 0 2.4 105 0 0 a 0 0 0 0 a 0 0 105 0 0 0 0 0 0 0 0 a .9 106 326 0 0 a 0 0 0 a 0 0 106 0 0 0 0 0 0 0 0 0 5.1 107 108 0 0 0 0 0 0 0 0 0 107 0 0 0 0 0 0 0 0 0 17.4 108 0 0 0 0 0 a 0 0 0 0 108 0 0 0 0 0 0 0 0 a 1.9 114 388 0 0 0 0 a 0 0 0 0 114 0 0 0 0 0 0 0 0 0 18.7 115 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 116 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 120 167 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36.2 121 120 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36.2 122 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 .0 123 121 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 36.2 124 123 0 0 0 0 0 0 0 0 0 0 0 0 0 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37.9 949 948 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37.9 950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 951 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 952 951 898 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 953 771 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 610.5 954 976 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 .0 955 994 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 956 991 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 957 986 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 958 792 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 1 n Page 28 of 38 959 613 0 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 0 0 .0 960 796 956 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 549.7 961 996 955 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 579.8 962 402 4B9 0 0 0 0 0 0 0 0 850 0 0 0 0 0 0 0 0 0 33.1 963 962 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33.1 964 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 965 978 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12.0 966 392 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 508.5 967 975 903 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 508.5 968 409 0 0 0 0 0 0 0 0 0 851 0 0 0 0 0 0 0 0 0 12.0 969 695 954 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 610.5 970 966 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 508.5 971 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 972 961 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 579.8 973 971 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 974 972 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 579.8 975 973 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 976 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 977 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 978 96B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12.0 979 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 980 890 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 667.4 981 754 884 0 0 0 0 0 0 0 0 535 0 0 0 0 0 0 0 0 0 233.0 982 981 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 233.0 983 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 984 912 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 525.0 985 984 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 525.0 986 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 987 704 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 537.4 988 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 989 929 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 537.4 990 989 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 537.4 991 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 992 960 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 549.7 993 992 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 549.7 994 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 995 777 805 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 579.8 996 995 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 579.8 997 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 998 980 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 667.4 999 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 ORDER OF TREE STRUCTURE INGOT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 196 TO GUTTER 189 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (HOOT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 202 TO GUTTER 182 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 320 TO GUTTER 57 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 327 TO GUTTER 215 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 328 TO GUTTER 206 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 357 TO GUTTER 209 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 389 TO GUTTER 217 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 448 TO GUTTER 441 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 467 TO GUTTER 306 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 488 TO GUTTER 444 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 496 TO GUTTER 433 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 514 TO GUTTER 470 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 519 TO GUTTER 116 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 576 TO GUTTER 328 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 578 TO GUTTER 348 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE INGOT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 588 TO GUTTER 569 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 599 TO GUTTER 493 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 600 TO GUTTER 543 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 606 TO GUTTER 316 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 612 TO GUTTER 292 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 616 TO GUTTER 35 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 652 TO GUTTER 105 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 655 TO GUTTER 364 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 671 TO GUTTER 499 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 698 TO GUTTER 636 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 700 TO GUTTER 577 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 704 TO GUTTER 400 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. Ci 1 Page 29 of 38 1 1 [1 1 1 ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 718 TO GUTTER 298 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 760 TO GUTTER 609 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 779 TO GUTTER 645 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 800 TO GUTTER 104 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 817 TO GUTTER 726 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 821 TO GUTTER 613 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 822 TO GUTTER 445 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 826 TO GUTTER 648 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM 3.67 IN RAINFALL FILE: OT100MPA3. IN UPSTREAM MASTER PLAN COND'S MC OAK STD SEAR BROWN LOCUST INFO ACE FES 2003 PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENTION DAMS "* NOTE :S IMPLIES A SURCHARGED ELEMENT AND :D IMPLIES A SURCHARGED DETENTION FACILITY CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT:TYPE (CPS) (FT) (AC -FT) (HR/MIN) 1:4 76.7 .6 0 36. 3:1 155.8 1.0 0 37. 4:1 105.5 .9 0 41. 5:1 35.8 .6 0 36. 6:1 35.1 .6 0 42. 7:2 .0 .1 .4:D 5 48. 8:1 111.7 1.1 0 45. 9:1 92.0 1.0 0 43. 10:1 98.1 .9 0 44. 11:1 19.7 .5 0 44. 12:2 15.4 .1 .6:D 0 59. 13:1 24.7 .5 0 55. 14:2 109.1 .1 2.7:D 2 53. 15:2 110.8 .1 6.8:D 2 57. 16:2 333.6 .1 8.3:D 2 1. 18:5 108.2 9.0 0 36. 19:1 275.4 1.0 2 10. 20:1 26.5 .4 0 42. 21:2 .0 .1 .3:D 3 44. 22:1 10.9 .4 0 36. 23:1 20.8 .5 0 35. 25:2 7.7 .1 .4:D 0 53. 26:1 55.7 .6 0 37. 27:1 14.5 .4 0 37. 28:5 16.5 8.5 0 40. 29:1 14.8 .6 0 39. 30:2 15.4 .1 .9:D 0 57. 32:1 8.9 .3 0 36. 33:2 10.6 .1 .4:D 1 2. 34:5 137.8 9.0 0 3B. 35:1 48.8 .8 0 36. 36:1 32.9 .7 0 35. 37:1 40.6 .7 0 38. 38:1 15.3 .7 0 37. 39:1 13.7 .5 0 38. 40:2 15.2 .1 1.1:D 0 51. 41:2 12.7 ,1 1.4:D 0 58. 42:2 7.0 .1 .1:D 0 46. 43:2 8.1 .1 .1:D 0 46. 44:2 5.0 .1 .1:D 0 49. 45:2 160.3 .1 4.4:D 2 18. 46:1 38.0 .9 0 36. 47:1 16.3 .4 0 35. 48:1 145.0 1.5 2 13. 49:1 144.7 1.2 2 11. 50:1 70.5 1.2 0 37. 51:2 359.7 .1 3.3:D 0 38. 53:2 437.4 .1 65.4:D 2 10. 54:1 18.5 1.3 0 49. 55:1 892.3 2.5 0 54. 56:5 875.7 10.2 0 53. 57:5 8.8 8.3 0 43. 58:5 829.8 11.2 0 52. 59:5 112.0 6.9 0 45. 60:2 2.0 .1 .2:D 1 B. 61:5 745.3 11.0 0 48. 62:5 59.1 8.9 0 39. 63:5 38.2 8.6 0 36. 64:2 7.8 .1 .3:D 0 42. 65:1 19.9 .4 0 36. 66:4 67.8 .6 0 40. 67:4 232.0 .9 0 36. 68:4 466.3 1.3 0 40. 69:4 434.8 1.1 0 38. 71:4 379.5 1.1 2 9. t Page 30 of 38 1 1 1 1 1 72:1 29.0 .8 0 36. 73:4 36.4 .5 0 36. 74:1 65.6 .9 0 36. 75:4 25.2 .4 0 35. 77:4 85.9 .6 0 36. 79:4 107.8 .6 0 36. 80:4 28.4 .4 0 36. 81:1 166.7 1.6 0 38. 82:1 172.7 1.0 0 40. 83:1 173.1 1.0 0 42. 84:1 528.9 2.3 0 45. 85:1 28.4 .5 0 38. 86:1 26.5 .5 0 36. 87:1 17.1 .4 0 38. 88:1 316.7 1.4 0 39. 89:5 51.8 8.6 0 40. 90:5 27.1 8.5 0 37. 91:1 100.4 .8 0 45. 92:1 28.6 .6 0 40. 93:1 123.5 .9 0 38. 94:1 101.5 1.0 0 37. 95:1 32.7 .8 0 40. 96:1 30.6 .5 0 37. 97:1 67.7 .7 0 36. 98:1 93.8 .9 0 38. 99:1 32.5 .5 0 36. 100:1 29.8 .5 0 36. 101:1 36.1 .7 0 36. 102:1 138.1 1.0 0 39. 103:1 192.1 1.7 0 42. 104:1 19.1 .4 0 36. 105:1 10.9 .4 0 41. 106:1 37.9 .7 0 40. 107:1 84.1 .8 0 36. 108:1 8.5 .4 0 39. 114:4 114.1 .7 0 45. 115:3 166.1 (DIRECT FLOW) 2 10. 116:3 35.0 (DIRECT FLOW) 0 35. 120:3 156.3 (DIRECT FLOW) 0 43. 121:3 125.9 (DIRECT FLOW) 0 43. 122:3 30.4 (DIRECT FLOW) 0 43. 123:3 125.9 (DIRECT FLOW) 0 43. 124:3 72.9 (DIRECT FLOW) 0 43. 126:1 27.6 .6 0 48. 147:3 43.0 (DIRECT FLOW) 1 23. 148:3 109.0 (DIRECT FLOW) 1 43. 167:2 156.3 .0 2.2:D 0 43. 169:4 433.3 1.3 0 39. 171:4 390.2 1.1 0 48. 180:3 249.7 (DIRECT FLOW) 0 35. 181:3 169.7 (DIRECT FLOW) 0 35. 182:3 80.0 (DIRECT FLOW) 0 35. 1B3:2 80.0 3.4 0 44. 184:2 419.9 4.3 0 44. 185:2 519.8 5.6 0 44. 186:2 1127.7 7.3 0 47. 187:3 229.1 (DIRECT FLOW) 0 37. 188:3 79.1 (DIRECT FLOW) 0 37. 189:3 150.0 (DIRECT FLOW) 0 37. 190:2 150.0 4.4 0 45. 191:2 1196.2 7.7 0 48. 199:3 151.2 (DIRECT FLOW) 0 38. 204:3 155.8 )DIRECT FLOW) 0 37. 205:3 77.9 (DIRECT FLOW) 0 37. 206:3 77.9 (DIRECT FLOW) 0 37. 207:3 138.6 (DIRECT FLOW) 0 40. 208:3 89.B (DIRECT FLOW) 0 40. 209:3 48.9 )DIRECT FLOW) 0 40. 210:3 35.1 (DIRECT FLOW) 0 42. 213:3 33.7 (DIRECT FLOW) 0 42. 214:3 11.2 (DIRECT FLOW) 0 42. 215:3 22.5 (DIRECT FLOW) 0 43. 216:3 98.1 (DIRECT FLOW) 0 44. 217:3 9.8 (DIRECT FLOW) 0 45. 218:3 88.3 (DIRECT FLOW) 0 44. 219:3 19.7 (DIRECT FLOW) 0 44. 220:3 .4 (DIRECT FLOW) 0 44. 221:3 19.3 (DIRECT FLOW) 0 44. 224:1 279.6 1.7 2 7. 225:5 32.1 1.8 3 11. 228:2 43.0 .1 2.4:D 1 2. 229:3 43.0 (DIRECT FLOW) 1 9. 230:3 603.1 (DIRECT FLOW) 0 39. 231:3 571.0 (DIRECT FLOW) 0 39. 232:3 13.7 (DIRECT FLOW) 0 38. 234:3 4.0 (DIRECT FLOW) 0 29. 235:2 40.4 2.2 0 56. 238:3 114.1 (DIRECT FLOW) 0 45. 239:3 73.7 (DIRECT FLOW) 0 42. 240:3 60.6 ,(DIRECT FLOW) 0 45. 248:3 176.0 (DIRECT FLOW) 0 36. 249:3 158.9 (DIRECT FLOW) 0 36. 250:3 892.3 (DIRECT FLOW) 0 54. 251:3 13.5 (DIRECT FLOW) 0 33. 253:3 2.0 (DIRECT FLOW) 1 3. 1 Page 31 of 39 L 0 u 1 1 1 2 5 4 : 3 .0 (DIRECT FLOW) 1 3. 255:3 2.0 (DIRECT FLOW) 1 3. 263:3 17.1 (DIRECT FLOW) 0 18. 269:3 166.7 (DIRECT FLOW) 0 38. 272:3 747.2 (DIRECT FLOW) 0 44. 273:3 850.4 (DIRECT FLOW) 0 52. 276:2 .3 .1 2. O:D 2 27. 277:2 14.4 .1 4.3:D 1 40. 2 8 4 : 3 101.5 (DIRECT FLOW) 0 37. 286:3 4.0 (DIRECT FLOW) 0 16. 290:3 93.8 (DIRECT FLOW) 0 38. 292:3 1.0 (DIRECT FLOW) 0 14. 293:3 36.1 (DIRECT FLOW) 0 36. 294:3 33.4 (DIRECT FLOW) 0 36. 2 95: 3 2.7 (DIRECT FLOW) 0 17. 296:3 275.3 (DIRECT FLOW) 0 41. 298:3 5.0 (DIRECT FLOW) 0 15. 299:2 160.6 .1 14.3:D 2 15. 300:1 560.7 3.0 0 42. 3 0 1 : 3 10.9 (DIRECT FLOW) 0 41. 302:2 85.0 2.6 0 36. 303:2 16.8 1.2 0 35. 3 0 4 : 3 37.9 (DIRECT FLOW) 0 40. 30 5: 3 57.5 (DIRECT FLOW) 0 35. 30 6: 3 170.0 (DIRECT FLOW) 0 35. 307:3 29.0 (DIRECT FLOW) 0 36. 308:3 1.2 (DIRECT FLOW) 0 36. 30 9: 3 27.8 (DIRECT FLOW) 0 36. 310:1 186.7 3.3 0 36. 311:2 13.1 1.0 0 36. 312:1 199.3 3.6 0 36. 313:1 256.7 3.9 0 38. 314:3 67.7 (DIRECT FLOW) 0 36. 315:3 54.2 (DIRECT FLOW) 0 35. 316:3 99.9 (DIRECT FLOW) 0 35. 317:3 116.6 (DIRECT FLOW) 0 36. 318:1 355.8 4.0 0 39. 319:3 81.6 (DIRECT FLOW) 0 36. 320:3 111.7 (DIRECT FLOW) 0 45. 321:3 20.0 (DIRECT FLOW) 0 40. 322:3 91.7 (DIRECT FLOW) 0 45. 326:3 35.0 (DIRECT FLOW) 0 35. 3 2 8 : 3 18.5 (DIRECT FLOW) 0 31. 333:3 956.7 (DIRECT FLOW) 0 54. 334:3 100.0 (DIRECT FLOW) 0 29. 336:3 60.0 (DIRECT FLOW) 0 6. 337:3 437.4 (DIRECT FLOW) 2 10. 338:3 271.3 (DIRECT FLOW) 2 10. 3 4 1 : 3 316.7 (DIRECT FLOW) 0 39. 342:3 307.B (DIRECT FLOW) 0 39. 343:3 8.9 (DIRECT FLOW) 0 19. 344:3 51.8 (DIRECT FLOW) 0 40. 347:3 166.1 (DIRECT FLOW) 2 10. 348:3 21.9 (DIRECT FLOW) 2 10. 349:3 144.2 (DIRECT FLOW) 2 10. 350:2 43.0 1.5 1 23. 351:3 7.7 (DIRECT FLOW) 0 53. 352:3 2.0 (DIRECT FLOW) 0 21. 353:3 5.7 (DIRECT FLOW) 0 53. 354:3 32.1 (DIRECT FLOW) 3 11. 356:3 108.2 (DIRECT FLOW) 0 36. 357:3 199.9 (DIRECT FLOW) 0 38. 359:3 33.9 (DIRECT FLOW) 0 20. 360:3 22.9 (DIRECT FLOW) 2 6. 362:3 11.5 (DIRECT FLOW) 2 6. 364:3 7.0 (DIRECT FLOW) 1 42. 366:2 378.9 .1 2.1:D 2 12. 367:3 110.8 (DIRECT FLOW) 2 57. 368:3 19.3 (DIRECT FLOW) 0 29. 369:3 91.6 (DIRECT FLOW) 2 57. 371:3 231.8 (DIRECT FLOW) 2 1. 372:3 333.6 (DIRECT FLOW) 2 1. 373:3 101.7 (DIRECT FLOW) 1 43. 3 7 4 : 3 101.7 (DIRECT FLOW) 1 43. 375:3 12.0 (DIRECT FLOW) 0 15. 376:3 69.7 (DIRECT FLOW) 1 43. 377:3 171.8 (DIRECT FLOW) 0 37. 3 7 8 : 3 141.8 (DIRECT FLOW) 0 37. 379:3 30.0 (DIRECT FLOW) 0 37. 380:2 30.0 2.7 0 54. 381:3 378.5 (DIRECT FLOW) 2 S. 385:3 81.0 (DIRECT FLOW) 0 41. 3 8 6 : 4 .0 .0 0 0. 387:4 .0 .0 0 0. 388:4 68.5 .6 0 43. 389:2 27.9 1.9 0 57. 390:2 40.6 2.2 0 51. 391:3 14.5 (DIRECT FLOW) 0 35. 392:3 245.8 (DIRECT FLOW) 2 11. 393:3 4.0 (DIRECT FLOW) 0 29. 3 9 4 : 3 40.4 (DIRECT FLOW) 0 56. 395:3 160.6 (DIRECT FLOW) 2 18. 396:3 10.3 (DIRECT FLOW) 0 41. 397:3 36.6 (DIRECT FLOW) 0 20. 398:3 112.0 (DIRECT FLOW) 1 42. .1 Page 32 of 38 399:3 45.9 (DIRECT FLOW) 0 33. 400:4 53.0 .6 0 3B. 0:4 10 2:9 . 14848.1 .5 .8 0 0 . 36. 36 403:3 165.0 (DIRECT FLOW) 0 38. 404:3 85.7 (DIRECT FLOW) 0 36. 405:3 47.2 (DIRECT FLOW) 0 35. 406:3 137.1 (DIRECT FLOW) 0 36. 4 0 7 : 3 408:3 137.1 .0 (DIRECT FLOW) (DIRECT FLOW) 0 0 36. 36. ' 409:4 42.8 .5 0 36. 410:3 169.0 (DIRECT FLOW) 0 41. 411:3 90.9 (DIRECT FLOW) 0 41. 412:3 78.1 (DIRECT FLOW) 0 42. 113:3 17.6 (DIRECT FLOW) 0 35. 414:3 128.1 (DIRECT FLOW) 0 47. 415:3 15.9 (DIRECT FLOW) 0 41. 416:3 15.9 (DIRECT FLOW) 0 41. 417:3 .0 (DIRECT FLOW) 0 42. 418:3 140.7 (DIRECT FLOW) 0 37. 419:3 211.6 (DIRECT FLOW) 0 35. 420:9 .0 .0 0 35. 421:3 160.5 (DIRECT FLOW) 0 35. 422:3 265.0 (DIRECT FLOW) 0 36. 423:3 140.6 (DIRECT FLOW) 0 37. 4 2 4 : 3 156.6 (DIRECT FLOW) 0 40. 425:3 157.E (DIRECT FLOW) 0 41. 426:3 1. (DIRECT FLOW) 0 35. 427:3 44 94.7 (DIRECT FLOW) 0 35. 428:3 238.1 (DIRECT FLOW) 0 36. 429:3 55.6 (DIRECT FLOW) 1 17. 430:3 321.3 (DIRECT FLOW) 0 36. 431:3 180.9 (DIRECT FLOW) 0 46. 432:3 433:3 124.8 56.1 (DIRECT FLOW) (DIRECT FLOW) 0 0 46. 47. ' 434:3 118.1 (DIRECT FLOW) 0 48. 435:3 184.9 (DIRECT FLOW) 0 39. 436:3 98.6 (DIRECT FLOW) 0 40. 437:3 57.6 (DIRECT FLOW) 0 40. 43:3 939:3 .0 94 94.0 (DIRECT FLOW) (DIRECT FLOW) 0 0 35. 35. ' 440:3 26.1 (DIRECT FLOW) 0 35. 441:3 67.9 (DIRECT FLOW) 0 35. 442:3 88.4 (DIRECT FLOW) 0 35. 443:3 42.1 (DIRECT FLOW) 0 35. 4 4 4 : 3 46.2 (DIRECT FLOW) 0 35. 445:3 26.9 (DIRECT FLOW) 0 37. ' 446:4 .0 .0 0 37. 447:3 27.6 (DIRECT FLOW) 0 35. 448:4 .0 .0 0 0. 449:3 55.8 (DIRECT FLOW) 1 17. 450:3 .0 (DIRECT FLOW) 0 0. 45:4 137.E .7 0 3. ' 952:9 115.5 .] 0 38. 453:4 80.0 .6 0 35. 454:3 97.5 (DIRECT FLOW) 0 36. 455:4 48.3 .6 0 36. 456:4 2.1 .2 0 32. 45:2 958:2 628.3 63737.6 3. .6 0 0 41. 41. ' 459:2 1042.3 6.2 0 40. 460:3 141.8 (DIRECT FLOW) 0 37. 461:3 93.7 (DIRECT FLOW) 0 37. 462:3 48.2 (DIRECT FLOW) 0 37. 463:1 464:3 222.5 232.9 (DIRECT FLOW) (DIRECT FLOW) 0 0 35. 40. ' 465:3 39.2 (DIRECT FLOW) 0 43. 4 6 6 : 3 167.9 (DIRECT FLOW) 0 35. 468:3 93.3 (DIRECT FLOW) 0 35. 4 6 9 : 3 11.2 (DIRECT FLOW) 0 37. 470:3 16.4 (DIRECT FLOW) 0 38. 47:9 . .6 0 3. 472:3 22727.5 (DIRECT FLOW) 0 355. 473:3 27.6 (DIRECT FLOW) 0 37. 474:3 154.1 (DIRECT FLOW) 0 35. 475:3 472.5 (DIRECT FLOW) 0 35. 476:3 70.0 (DIRECT FLOW) 0 36. 477:3 177.5 (DIRECT FLOW) 0 40. ' 478:3 48.3 (DIRECT FLOW) 0 41. 479:3 122.4 (DIRECT FLOW) 0 35. 480:4 137.6 .8 0 40. 481:4 76.4 .9 0 45. 482:3 71.9 (DIRECT FLOW) 0 36. 483:3 52.9 (DIRECT FLOW) 0 36. 4 8 4 : 3 19.0 (DIRECT FLOW) 0 36. ' 485:3 190.6 (DIRECT FLOW) 0 44. 486:4 60.1 .5 0 38. 487:4 30.8 .4 0 46. 48B:3 231.4 (DIRECT FLOW) 0 35. 4:9 49090:3 .1 148.E .1 (DIRECT FLOW) 0 0 3. 355. ' 491:3 44.1 (DIRECT FLOW) 0 35. 492:3 24.4 (DIRECT FLOW) 0 . 35. 493:3 19.7 (DIRECT FLOW) 0 35. 494:3 24.4 (DIRECT FLOW) 0 35. Page 33 of 38 I L 1 [] 495:3 .4 (DIRECT FLOW) 0 35. 496:4 .0 .0 0 51. 497;4 15.0 .4 0 39. 498:4 17.4 .5 0 41. 499:3 24.0 (DIRECT FLOW) 0 36. 500:3 57.5 (DIRECT FLOW) 0 40. 501:3 37.8 (DIRECT FLOW) 0 35. 502:4 65.5 .5 0 36. 503:4 187.2 .7 0 36. 504:4 171.8 .8 0 37. 505:4 222.7 .9 0 42. 506:4 257.3 .9 0 38. 507:4 154.5 .7 0 38. 508:4 108.0 .8 0 35. 509:4 186.0 .9 0 40. 510:4 442.9 1.4 0 36. 511:9 27.6 .5 0 37. 513:4 228.1 .9 0 41. 514:4 61.6 .7 0 50. 515:4 100.9 .8 0 46. 516:4 119.2 .7 0 36. 517:4 48.3 .5 0 41. 518:4 81.2 .6 0 36. 519:4 76.8 .7 0 36. 520:4 38.4 .5 0 42. 521:3 348.9 (DIRECT FLOW) 0 39. 522:4 49.6 .6 0 39. 523:4 229.1 1.2 0 37. 524:4 139.2 1.3 0 37. 525:4 82.5 .8 0 41. 526:4 85.6 .6 0 45. 521:4 130.4 1.0 0 46. 528:4 88.6 .7 0 35. 529:4 16.4 .5 0 42. 530:4 25.0 .6 0 45. 531:4 101.0 .6 0 42. 532:4 150.4 .8 0 42. 533:4 138.1 1.1 0 45. 534:2 55.8 .0 9.8:D 1 17. 535:3 120.0 (DIRECT FLOW( 0 40. 536:4 .0 .0 0 47. 537:4 .0 .0 0 41. 530:4 38.8 .4 0 35. 539:4 24.1 .4 0 35. 540:4 82.9 .8 0 40. 5 4 1 : 3 238.5 (DIRECT FLOW) 0 37. 542:3 67.9 (DIRECT FLOW) 0 35. 543:3 100.0 (DIRECT FLOW( 0 35. 544:4 71.9 .7 0 36. 545:4 13.7 .3 0 39. 5 4 6 : 3 154.2 (DIRECT FLOW) 0 45. 547:4 113.1 .8 0 36. 548:3 73.8 (DIRECT FLOW) 0 36. 549:4 38.5 .5 0 36. 550:4 106.8 .8 0 37. 551:4 66.8 .8 0 43. 552:4 43.6 .8 0 46. 553:4 80.2 .7 0 50. 5 5 4 : 4 128.1 1.0 0 47. 555:4 70.1 .6 0 39. 556:4 15.1 .4 0 43. 557:4 .0 .0 0 46. 558:4 68.6 .7 0 41. 559:4 42.2 .5 0 44. 560:3 120.0 (DIRECT FLOW) 0 35. 561:4 .0 .0 0 39. 562:4 94.3 .7 0 41. 563:3 52.9 (DIRECT FLOW) 0 36. 564:3 18.2 (DIRECT FLOW) 0 36. 565:3 34.7 (DIRECT FLOW) 0 36. 5 6 6 : 4 136.8 .7 0 42. 567:2 879.2 6.8 0 47. 568:3 120.0 (DIRECT FLOW) 0 35. 569:3 .0 (DIRECT FLOW) 0 36. 570:3 88.5 (DIRECT FLOW) 0 37. 571:3 148.9 (DIRECT FLOW) 0 39. 572:3 200.0 (DIRECT FLOW) 0 39. 573:3 106.0 (DIRECT FLOW) 0 35. 574:3 155.6 (DIRECT FLOW) 0 36. 575:3 235.0 (DIRECT FLOW) 0 40. 5 7 6 : 3 289.9 (DIRECT FLOW) 0 36. 577:3 150.0 (DIRECT FLOW) 0 37. 578:4 10.8 .4 0 41. 579:4 91.5 ,7 0 45. 5B0:4 155.7 ,8 0 38. 5B1:4 151.6 .8 0 46. 582:4 54.6 .6 1 21. 583:4 114.9 .7 0 45. 584:4 48.6 .6 0 51. 585:4 118.1 .8 0 48. 586:4 132.4 1.0 0 40. 587:4 23.7 .5 0 51. 5 8 8 : 4 54.4 .5 0 44. 589:4 39.2 .5 0 43. 590:4 32.6 .B 0 42. 11 Page 34 of 38 I] [1 591:4 83.6 .6 0 41. 592:4 182.7 .8 0 42. 593:4 .0 .0 0 49. 594:4 .0 .0 0 0. 595:4 40.6 .5 0 36. 596:4 19.0 .3 0 35. 597:4 96.0 .6 0 37. 598:4 5.6 .2 0 41. 599:3 918.1 (DIRECT FLOW) 0 37. 600:3 918.1 (DIRECT FLOW) 0 37. 601:4 142.5 .8 0 38. 602:3 .0 (DIRECT FLOW) 0 37. 603:2 146.6 .0 .5:D 0 36. 604:2 84.6 .0 1.7:D 0 47. 605:2 89.9 .0 3.O:D 0 45. 606:3 918.1 (DIRECT FLOW) 0 37. 607:3 946.3 (DIRECT FLOW) 0 38. 608:3 943.0 (DIRECT FLOW) 0 38. 609:3 3.3 (DIRECT FLOW) 0 39. 610:2 393.7 5.2 0 53. 611:3 135.8 (DIRECT FLOW) 0 41. 612:3 .0 (DIRECT FLOW) 0 41. 613:3 156.3 (DIRECT FLOW) 0 42. 614:3 156.3 (DIRECT FLOW) 0 41. 615:3 199.1 (DIRECT FLOW) 0 35. 616:3 125.9 (DIRECT FLOW) 0 35. 617:3 73.2 (DIRECT FLOW) 0 36. 618:3 134.1 (DIRECT FLOW) 0 37. 619:3 99.9 (DIRECT FLOW) 0 37. 620:3 34.2 (DIRECT FLOW) 0 37. 621:3 125.9 (DIRECT FLOW) 0 35. 622:3 85.7 (DIRECT FLOW) 0 35. 623:3 40.2 (DIRECT FLOW) 0 35. 624:3 61.5 (DIRECT FLOW) 0 39. 625:3 31.4 (DIRECT FLOW) 0 39. 626:3 30.2 (DIRECT FLOW) 0 40. 627:3 31.4 (DIRECT FLOW) 0 39. 628:3 5.9 (DIRECT FLOW) 0 39. 629:3 25.5 (DIRECT FLOW) 0 40. 630:3 84.1 (DIRECT FLOW) 0 35. 631:3 24.1 (DIRECT FLOW) 0 35. 632:3 60.0 (DIRECT FLOW) 0 35. 633:2 60.0 3.1 0 40. 634:3 189.5 (DIRECT FLOW) 0 43. 635:3 149.5 (DIRECT FLOW) 0 43. 636:3 40.0 (DIRECT FLOW) 0 43. 637:3 173.0 (DIRECT FLOW) 0 36. 638:3 32.1 (DIRECT FLOW) 0 36. 639:3 140.9 (DIRECT FLOW) 0 36. 6 4 0 : 4 73.3 .6 0 39. 641:4 82.5 .6 0 42. 642:4 30.4 .5 0 40. 643:3 73.8 (DIRECT FLOW) 0 36. 644:3 73.8 (DIRECT FLOW) 0 36. 645:3 .0 (DIRECT FLOW) 0 0. 646:3 .0 (DIRECT FLOW) 0 0. 647:3 .0 (DIRECT FLOW) 0 0. 648:3 .0 (DIRECT FLOW) 0 0. 649:4 .0 .0 0 0. 650:1 462.3 3.0 0 43. 651:3 197.5 (DIRECT FLOW) 0 36. 652:3 97.5 (DIRECT FLOW) 0 36. 6 5 3 : 3 100.0 (DIRECT FLOW) 0 36. 654:2 100.0 4.2 0 46. 655:3 257.6 (DIRECT FLOW) 0 41. 656:3 157.6 (DIRECT FLOW) 0 41. 657:3 100.0 (DIRECT FLOW) 0 41. 658:2 100.0 3.2 0 41. 6 5 9 : 3 65.1 (DIRECT FLOW) 0 49. 660:3 53.0 (DIRECT FLOW) 0 48. 661:2 53.0 2.2 1 0. 662:3 228.1 (DIRECT FLOW) 0 41. 663:3 .0 (DIRECT FLOW) 0 41. 664:3 228.1 (DIRECT FLOW) 0 41. 665:2 228.1 3.5 0 42. 666:3 239.1 (DIRECT FLOW) 0 35. 667:3 139.1 (DIRECT FLOW) 0 35. 668:3 100.0 (DIRECT FLOW) 0 35. 669:1 276.8 4.7 0 43. 670:4 118.3 .8 0 40. 671:4 43.9 .6 0 42. 672:4 61.5 .6 0 39. 673:2 220.0 4.1 0 44. 674:2 339.9 5.1 0 44. 675:3 152.8 (DIRECT FLOW) 0 36. 676:3 83.4 (DIRECT FLOW) 0 39. 677:3 33.4 (DIRECT FLOW) 0 39. 67B:3 50.0 (DIRECT FLOW) 0 39. 679:2 519.8 5.2 0 45. 680:2 619.8 5.9 0 45. 681:3 84.6 (DIRECT FLOW) 0 47. 682:3 79.4 (DIRECT FLOW) 0 47. 683:3 5.2 (DIRECT FLOW) 0 48. 684:3 5.2 (DIRECT FLOW) 0 48. 6 8 5 : 3 3.8 (DIRECT FLOW) 0 48. 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EWDPROGRAM PROGRAM CALLED I 1 1 i 1 1 APPENDIX D Page 1 of 38 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) TAPE OR- DISK ASSIGNMENTS JIN(1) JIN(2) JIN(3) JIN(41 JIN(5) JIN(6) JIN(7) JIN(6) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 ' JOUT (l) JOUT12) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(B) JOUT(9) JOUT(10) 1 2 0 0 a 0 0 0 0 0 NSCRAT (1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED ENTRY MADE TO RUNOFF MODEL ' OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM FILE:OT100MPA3-NEmod.IN UPSTREAM MASTER PLAN COND'S Northern Engineering June 2008 NUMBER OF TIME STEPS 720 INTEGRATION TIME INTERVAL (MINUTES) 1.00 ' 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 ' .73 .71 .69 .67 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM FILE:OT100MPA3-NEmod.IN UPSTREAM MASTER PLAN COND'S Northern Engineering June 2008 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERM. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 1 0 .0 1 2600.0 .0 10.9 .0 62.0 .0300 .016 .0100 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 1 ' 2 356 650.0 4.0 52.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 3 3 2047.0 14.1 50.0 .0010 .016 .250 .100 .300 .51 .50 .00160 1 4 4 1256.0 8.7 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 5 5 721.0 5.0 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 6 6 151.0 3.8 10.0 .0010 .016 .250 .100 .300 1 7 7 564.0 1.8 40.0 .0010 .016 .250 .100 .300 .51 .51 .50 .50 .00160 .00180 1 8 8 918.0 6.3 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 9 9 822.0 5.7 70.0 .0100 .016 .250 .100 .300 .51 .50 .00100 1 10 10 804.0 5.5 30.0 .0100 .016 .250 .100 .300 .51 .50 .00100 1 11 11 457.0 3.2 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 12 12 447.0 1.3 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 13 13 784.0 5.4 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 14 14 770.0 11.2 54.0 .0380 .016 .250 .100 .300 .51 .50 .00180 1 15 15 658.0 2.1 40.0 .0010 .016 .250 .100 .300 .51 .50 .00100 1 16 16 1221.0 8.4 10.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 17 16 844.0 5.8 30.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 1B 18 1791.0 12.3 82.0 .0300 .016 .250 .100 .300 .51 .50 .00100 1 19 19 724.0 5.0 70.0 .0300 .016 .250 .100 .300 .51 .50 .00100 1 ' 20 20 384.0 1.2 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 21 21 505.0 1.7 10.0 .0300 .016 .250 .100 .300 .51 .50 .00100 1 22 22 606.0 1.8 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 23 23 784.0 2.4 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 24 15 683.0 4.7 70.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 1 I I I I 11 I I L [1 I I I I I i i Nge 2 of 38 25 25 560.0 3.9 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 26 26 683.0 4.7 60.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 27 27 497.0 2.3 90.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 28 28 461.0 3.2 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 29 29 785.0 2.7 95.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 30 30 926.0 6.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .001BO 1 32 32 662.0 1.9 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 33 33 062.0 5.9 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 34 34 1302.0 9.0 00.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 35 35 610.0 2.4 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 36 36 796.0 3.7 85.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 37 37 878.0 5.8 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 38 38 667.0 3.7 50.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 39 39 1030.0 7.1 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 40 40 1316.0 9.1 70.0 .0200 .016 .250 .100 .300 .51 .50 .00IBO 1 41 41 1472.0 10.1 70.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 42 42 532.0 2.9 50.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 43 43 692.0 4.6 30.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 44 44 798.0 2.8 20.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 45 45 897.0 6.2 60.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 46 46 664.0 4.6 95.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 47 47 671.0 3.1 30.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 48 4B 810.0 4.0 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 49 49 650.0 4.5 70.0 .0400 .016 .250 .100 .300 .51 .50 .001BO 1 50 50 563.0 2.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 51 51 1184.0 8.2 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 52 53 875.0 6.0 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 53 53 1067.0 7.4 10.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 54 54 1135.0 7.8 10.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 55 55 951.0 5.9 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 56 56 701.0 3.5 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 57 57 556.0 3.8 30.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 58 58 1735.0 12.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 59 59 932.0 6.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 60 60 404.0 1.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 61 61 1653.0 11.4 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 62 62 548.0 2.1 20.0 .0100 .016 .250 .100 .300 .51 .50 .001BO 1 63 63 631.0 4.4 99.9 .0100 .016 .250 .100 .300 .51 .50 .00180 1 64 64 682.0 2.2 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 65 65 662.0 2.7 90.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 66 66 800.0 3.9 90.0 .0200 .016 .250 .100 .300 .51 _ .50 .00180 1 67 67 4000.0 36.2 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 fib 68 1350.0 7.3 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 69 69 1300.0 10.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 71 71 1500.0 8.8 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 72 72 536.0 3.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 73 73 1000.0 4.7 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 74 74 1600.0 9.3 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 75 75 625.0 2.9 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 76 276 1000.0 7.3 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 I 77 77 1300.0 6.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 78 77 800.0 8.0 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 79 79 2700.0 22.0 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 80 80 1500.0 5.1 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 81 81 431.0 2.3 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 82 B2 502.0 2.9 50.0 .0300 .016 .250 .100 .300 .51 .50 .00IBO 1 83 83 550.0 2.5 10.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 84 84 1175.0 8.1 10.0 .0010 .016 .250 .100 .300 .51 .50 .00160 1 85 85 2123.0 14.6 20.0 .0010 .016 .250 .100 .300 .51 .50 .001BO 1 86 86 823.0 5.7 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 87 87 487.0 3.4 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 88 88 1222.0 8.4 60.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 89 89 1050.0 7.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 90 90 916.0 6.3 40.0 .0100 .016 .250 .100 .300 .51 .50 .00100 1 91 91 2656.0 18.3 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 92 92 798.0 5.5 90.0 .0010 .016 .250 .100 .300 .51 .50 .00190 1 93 93 675.0 4.7 80.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 94 94 725.0 5.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 95 95 1300.0 9.0 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 96 96 1093.0 7.5 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 97 97 1165.0 B.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 98 98 833.0 5.7 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 99 99 1279.0 8.8 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 100 100 382.0 2.3 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 101 101 719.0 5.0 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 102 102 1020.0 7.0 40.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 103 103 1165.0 8.0 95.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 104 104 520.0 2.4 70.0 .0200 .016 .250 .100 .300 .51 .50 .001BO 1 105 105 191.0 .9 99.9 .0200 .016 .250 .100 .300 .51 .50 .00180 1 106 106 741.0 5.1 70.0 .0010 .016 .250 .100 .300 .51 .50 .00180 1 107 107 2253.0 15.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 108 108 626.0 1.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00100 1 114 114 2600.0 18.7 38.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 501 501 1150.0 9.3 25.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 502 502 2600.0 12.0 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 503 503 5050.0 28.9 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 504 504 4500.0 36.1 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 505 575 3000.0 27.4 50.0 .0060 .016 .250 .100 .300 .51 .50 .00190 1 506 576 3100.0 24.8 50.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 507 507 4150.0 35.6 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 508 508 2750.0 15.9 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 509 463 3750.0 26.0 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 510 475 4750.0 38.0 60.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 511 472 2950.0 20.4 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 512 630 1700.0 11.7 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 I 1 r 1 1 i� Page 3 of 38 513 464 1650.0 13.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00100 1 514 833 1300.0 7.5 50.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 515 485 3700.0 25.3 50.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 516 180 5650.0 38.8 50.0 ,0090 .016 .250 .100 .300 .51 .50 .00180 1 517 477 2000.0 16.1 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 518 518 1900.0 15.4 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 519 519 2300.0 14.5 30.0 .0650 .016 .250 .100 .300 .51 .50 .00180 1 520 520 2400.0 12.9 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 521 573 2450.0 22.0 20.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 522 522 1550.0 12.4 50.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 523 523 6650.0 45.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 524 524 5750.0 26.4 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 525 651 2200.0 12.5 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 526 490 2900.0 16.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00160 1 527 930 3700.0 25.4 55.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 528 419 5100.0 29.3 55.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 529 430 3450.0 37.6 75.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 531 479 2300.0 18.5 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 532 424 1750.0 10.0 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 533 655 1850.0 10.5 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 534 666 4200.0 29.0 55.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 535 981 4800.0 34.5 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 536 811 2350.0 8.1 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 537 922 1350.0 6.3 90.0 .0200 .016 .250 .100 .300 .51 .50 .00160 1 538 442 1450.0 6.6 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 539 439 1350.0 6.3 85.0 .0090 .016 .250 .100 .300 .51 .50 .00180 1 540 540 3300.0 18.9 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 541 816 1500.0 8.5 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 542 408 2900.0 23.3 50.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 543 922 1950.0 8.9 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 544 468 1500.0 10.4 55.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 545 491 1800.0 4.1 80.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 546 447 1200.0 2.7 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 i 547 547 2200.0 15.4 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 548 548 B50.0 3.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 549 474 4300.0 19.8 55.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 550 550 4550.0 21.0 50.0 .0090 .016 .250 .100 .300 .51 .50 .00180 1 551 560 2700.0 12.4 90.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 552 466 1640.0 13.2 85.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 553 406 1370.0 11.0 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 560 413 350.0 2.8 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 561 391 250.0 2.1 50.0 .0250 .016 .250 .100 .300 .51 .50 .00180 1 401 422 2150.0 14.7 80.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 402 421 2050.0 9.3 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 405 405 1100.0 5.1 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 601 601 3050.0 17.4 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 602 615 1200.0 8.7 55.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 603 603 2700.0 21.5 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 640 948 1100.0 7.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 700 713 1000.0 6.5 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 701 701 2800.0 25.2 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 702 719 1600.0 13.0 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 703 703 2950.0 30.7 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 704 704 1500.0 12.4 50.0 .0100 3.100 .250 .100 .300 .51 .50 .00180 1 705 705 2000.0 16.5 75.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 70B 708 1700.0 12.8 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 709 709 3750.0 38.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 710 710 1800.0 13.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 711 711 2300.0 16.5 50.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 712 712 3200.0 30.1 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 760 760 4000.0 30.6 80.0 .0100 .016 .250 .100 .300 .51 .50 .00100 1 761 761 2550.0 25.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 773 773 1700.0 12.4 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 792 757 800.0 5.2 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 793 793 2000.0 17.1 60.0 .0060 .016 .250 .100 .300 .51 .50 .00180 I 794 768 700.0 9.5 35.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 800 Boo 1750.0 6.1 90.0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 801 850 2150.0 9.9 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 802 869 1750.0 4.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 804 804 800.0 1.8 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 846 846 1100.0 2.5 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 847 892 3200.0 18.4 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 848 857 3350.0 19.1 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 849 858 1800.0 4.1 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 1001 489 1597.0 5.5 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 1002 1401 1125.0 3.1 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 851 968 1500.0 6.9 90.0 .0060 .016 .250 .100 .300 .51 .50 .00160 1 852 427 1350.0 4.7 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 1 795 795 1500.0 12.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 798 783 B50.0 7.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 199 TOTAL TRIBUTARY AREA (ACRES), 2143.80 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM FILE: OT100MPA3-NEmod.IN UPSTREAM MASTER PLAN COND'S Northern Engineering June 2008 - CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL - WATERSHED AREA (ACRES) 2143.800 1 1 I I Page 4 of 38 TOTAL RAINFALL (INCHES) 3.669 TOTAL INFILTRATION (INCHES) .548 TOTAL WATERSHED OUTFLOW (INCHES) 2.998 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .123 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM FILE: OT10OMPA3-NEmod. IN UPSTREAM MASTER PLAN COND'S Northern Engineering June 2008 WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NEW NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 1 356 0 4 CHANNEL .0 575. .0070 50.0 50.0 .016 .40 1 OVERFLOW 40.0 575. .0070 10.0 10.0 .035 10.00 3 204 0 1 CHANNEL 2.0 800. .0090 30.0 30.0 .020 100.00 1 4 207 0 1 CHANNEL 2.0 1300. .0070 30.0 30.0 .020 100.00 1 5 207 0 1 CHANNEL 2.0 600. .0070 30.0 30.0 .020 100.00 1 6 210 0 1 CHANNEL 2.0 700. .0070 30.0 30.0 .020 100.00 1 7 6 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .200 .0 .800 .0 1.400 20.0 8 320 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 100.00 1 9 8 0 1 CHANNEL 2.0 320. .0040 30.0 30.0 .020 100.00 1 10 216 0 1 CHANNEL 2.0 1100. .0060 30.0 30.0 .020 100.00 1 11 219 0 1 CHANNEL 2.0 1400. .0050 30.0 30.0 .020 100.00 1 12 13 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .100 .0 .300 .0 .600 15.0 13 14 0 1 CHANNEL 2.0 1070. .00BO 30.0 30.0 .020 100.00 1 14 392 16 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 5.8 .012 10.9 .255 15.6 .454 20.1 .759 27.3 .926 33.0 1.200 40.0 1.300 43.4 1.734 49.0 2.341 83.6 3.011 135.4 3.297 161.1 3.745 206.6 4.542 300.6 6.300 548.6 15 367 10 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 8.0 .028 18.0 .480 53.7 1.817 92.3 18.791 155.B 2B.544 205.7 41.467 261.6 58.610 323.6 78.797 389.0 16 372 22 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 27.0 .157 27.0 .304 27.0 1.040 30.1 1.770 37.0 2. 500 41.0 3.230 46.6 4.490 50.8 5.750 62.9 7.000 81.0 8.260 101.7 8.270 190.0 8.271 290.0 8.272 390.0 8.273 490.0 8.274 590.0 8.275 690.0 8.276 790.0 8.277 990.0 8.278 990.0 8.280 1000.0 18 224 0 5 PIPE 2.0 600. .0040 .0 .0 .016 8.00 1 OVERFLOW 2.0 600. .0040 30.0 30.0 .020 100.00 19 224 0 1 CHANNEL 2.0 500. .0300 30.0 30.0 .020 100.00 1 20 19 0 1 CHANNEL 2.0 400. .0200 30.0 30.0 .020 100.00 1 21 19 3 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.900 .0 2.600 80.0 22 15 0 1 CHANNEL 2.0 300. .0050 30.0 30.0 .020 100.00 1 23 16 0 1 CHANNEL 2.0 300. .0050 30.0 30.0 .020 100.00 1 25 351 6 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 2.0 .400 4.0 .500 17.0 .600 37.0 26 16 0 1 CHANNEL 2.0 700. .0140 30.0 30.0 .020 100.00 1 27 26 0 1 CHANNEL 2.0 700. .0090 30.0 30.0 .020 100.00 1 28 26 0 5 PIPE .8 800. .0050 .0 .0 .016 8.00 1 OVERFLOW 2.0 800. .0050 30.0 30.0 .020 100.00 29 18 0 1 CHANNEL 2.0 600. .0010 30.0 30.0 .020 100.00 1 30 26 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .600 .0 .800 3.7 .900 23.7 1.100 53.7 32 14 0 1 CHANNEL 2.0 470. .0200 30.0 30.0 .020 100.00 1 33 14 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.7 .100 2.7 1.000 26.9 34 228 0 5 PIPE 1.5 500. .0080 .0 .0 .016 8.00 1 OVERFLOW 2.0 500. .0080 30.0 30.0 .020 100.00 35 34 0 1 CHANNEL 2.0 500. .0030 30.0 30.0 .020 100.00 1 36 35 0 1 CHANNEL 2.0 210. .0030 30.0 30.0 .020 100.00 1 37 34 0 1 CHANNEL 2.0 700. .0040 30.0 30.0 .020 100.00 1 38 37 0 1 CHANNEL 2.0 260. .0040 30.0 30.0 .050 100.00 1 39 232 0 1 CHANNEL 2.0 550. .0030 30.0 30.0 .020 100.00 1 40 389 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .450 9.2 .900 14.6 2.200 17.9 41 369 6 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .650 8.6 1.300 12.2 1.950 15.0 2.600 17.0 42 360 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 7.0 .200 7.0 .300 57.0 43 390 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW Page 5 of 38 44 390 45 395 46 296 4] 296 48 296 49 4B F 50 88 51 53 53 337 54 333 55 250 56 55 55 57 56 58 213 59 58 60 253 ' 61 58 62 2]2 63 62 69 63 ' 65 62 66 230 67167 ' 68 230 230 69 169 71 366 72 307 73 171 171 74 171 ]5 171 ' ]7 230 79 248 80 239 81 269 82 83 83 83 272 84 272 85 273 86 56 87 55 ' Be 391 89 344 90 B9 91 277 ' 92 99 199 93 199 94 284 95 94 11 97 97 314 ' 98 290 99 317 100 102 101 293 102 103 103 39 104 395 105 301 106 304 107 317 108 107 .000 .0 .010 2.0 .200 10.3 5 2 PIPE .1 1. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 14.6 6 2 PIPE .1 1. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 10.0 .200 10.0 0 1 CHANNEL 2.0 210. 0 1 CHANNEL 2.0 165. 0 1 CHANNEL 2.0 500. 0 1 CHANNEL 2.0 700. 0 1 CHANNEL 2.0 250. 7 2 PIPE .1 1. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .020 .0 .350 .0 3.380 1000.0 12 2 PIPE .1 1. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .680 .0 1.970 3.3 56.170 131.9 61.420 256.2 66.680 497.7 0 1 CHANNEL 12.0 900. 0 1 CHANNEL 2.0 400. 0 5 PIPE 1.8 400. OVERFLOW 2.0 400. 0 5 PIPE 1.5 1000. OVERFLOW 2.0 1000. 0 5 PIPE 1.3 800. OVERFLOW 2.0 800. 0 5 PIPE 1.0 600. OVERFLOW 2.0 600. 5 2 PIPE .1 1. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.0 .300 2.0 0 5 PIPE 1.3 600. OVERFLOW 2.0 600. 0 5 PIPE 1.3 400. OVERFLOW 2.0 400. 0 5 PIPE 1.0 500. OVERFLOW 2.0 500. 3 2 PIPE .1 1. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .200 .0 .300 10.0 0 1 CHANNEL 2.0 500. 0 4 CHANNEL .0 650. OVERFLOW 60.0 650. 0 4 CHANNEL .0 1000. OVERFLOW 40.0 1000. 0 4 CHANNEL .0 400. OVERFLOW 60.0 400. 0 4 CHANNEL .0 350. OVERFLOW 60.0 350. 0 4 CHANNEL .0 600. OVERFLOW 100.0 600. 0 1 CHANNEL 2.0 260. 0 4 CHANNEL .0 800. OVERFLOW 60.0 800. 0 1 CHANNEL 10.0 800. 0 4 CHANNEL .0 350. OVERFLOW 40.0 350. 0 4 CHANNEL .0 650. OVERFLOW 40.0 650. 0 4 CHANNEL .0 800. OVERFLOW 40.0 800. 0 4 CHANNEL .0 750. OVERFLOW 40.0 750. 0 1 CHANNEL 2.0 200. 0 1 CHANNEL 2.0 700, 0 1 CHANNEL 2.0 600. 0 1 CHANNEL 2.0 900. 0 1 CHANNEL 2.0 1000. 0 1 CHANNEL 2.0 500. 0 1 CHANNEL 2.0 700. 0 1 CHANNEL 2.0 550. 0 5 PIPE 1.5 1000. OVERFLOW 2.0 1000. 0 5 PIPE 1.0 1000. OVERFLOW 2.0 1000. 0 1 CHANNEL 2.0 1000. 0 1 CHANNEL 2.0 1000. 0 1 CHANNEL 2.0 300. 0 1 CHANNEL 2.0 300. 0 1 CHANNEL 2.0 700. 0 1 CHANNEL 2.0 900. 0 1 CHANNEL 2.0 450. 0 1 CHANNEL 2.0 700. 0 1 CHANNEL 2.0 550. 0 1 CHANNEL 2.0 200. 0 1 CHANNEL 2.0 380. 0 1 CHANNEL 2.0 600. 0 1 CHANNEL 2.0 600. 0 1 CHANNEL 2.0 500. 0 1 CHANNEL 2.0 800. 0 1 CHANNEL 2.0 B00. 0 1 CHANNEL 2.0 650. 0 1 CHANNEL 2.0 900. 1.200 14.6 .0100 .0 .0 .016 8.00 0 1.300 20.6 2.000 23.8 .0100 .0 .0 .016 8:00 0 1.400 10.0 3.800 10.0 7.400 910.0 .0010 30.0 30.0 .020 100.00 1 .0080 30.0 30.0 .020 100.00 1 .0010 30.0 30.0 .020 100.00 1 .0040 30.0 30.0 .020 100.00 1 .0010 30.0 30.0 .020 100.00 1 .0100 .0 .0 .016 8.00 0 1.130 .0 2.660 .0 3.260 .0 .0100 .0 .0 .016 8.00 0 38.390 3.3 45.660 11.6 50.490 25.5 73.160 877.8 79.640 1376.0 86.120 1996.0 .0010 3.0 3.0 .050 100.00 1 .0030 30.0 30.0 .020 100.00 1 .0050 .0 .0 .016 8.00 1 .0050 30.0 30.0 .020 100.00 .0040 .0 .0 .016 8.00 1 .0040 30.0 30.0 .020 100.00 .0040 .0 .0 .016 8.00 1 .0040 30.0 30.0 .050 100.00 .0100 .0 .0 .016 B.00 1 .0100 30.0 30.0 .020 100.00 .0100 .0 .0 .016 0.00 0 .400 4.0 .500 22.0 .0050 .0 .0 .016 8.00 1 .0050 30.0 30.0 .050 100.00 .0100 .0 .0 .016 8.00 1 .0100 30.0 30.0 .050 100.00 .0100 .0 .0 .016 8.00 1 .0100 30.0 30.0 .020 100.00 .0100 .0 .0 .016 8.00 0 .0150 30.0 30.0 .020 100.00 1 .0100 50.0 50.0 .016 .60 1 .0100 10.0 10.0 .035 10.00 .0070 50.0 50.0 .016 .40 1 .0070 10.0 10.0 .035 10.00 .0040 50.0 50.0 .016 .60 1 .0040 10.0 10.0 .035 10.00 .0080 50.0 50.0 .016 .60 1 .0080 10.0 10.0 .035 10.00 .0100 50.0 50.0 .016 2.00 1 .0100 4.0 4.0 .035 10.00 .0010 30.0 30.0 .020 100.00 1 .0080 50.0 50.0 .016 .60 1 .0080 10.0 10.0 .035 10.00 .0160 10.0 10.0 .035 5.00 1 .0130 50.0 50.0 .016 .40 1 .0130 10.0 10.0 .035 10.00 .0060 50.0 50.0 .016 .40 1 .0060 10.0 10.0 .035 10.00 .0090 50.0 50.0 .016 .40 0 .0090 10.0 10.0 .035 10.00 .0090 50.0 50.0 .016 .40 0 .0090 10.0 10.0 .035 10.00 .0010 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .050 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0080 30.0 30.0 .020 100.00 1 .0080 .0 .0 .016 8.00 1 .0080 30.0 30.0 .020 100.00 .0100 .0 .0 .016 8.00 1 .0100 30.0 30.0 .020 100.00 .0150 30.0 30.0 .020 100.00 1 .0050 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0050 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .050 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0050 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0200 30.0 30.0 .020 100.00 1 .0050 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0010 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0070 30.0 30.0 .020 100.00 1 .0050 30.0 30.0 .020 100.00 1 .0100 30.0 30.0 .020 100.00 1 .0060 30.0 30.0 .020 100.00 1 Page 6 of 38 114 238 0 4 CHANNEL .0 1000. .0060 50.0 50.0, .016 .40 1 ' OVERFLOW 40.0 1000. .0060 10.0 10.0 .035 10.00 115 347 0 3 .0 1. .0010 .0 .0 .001 10.00 1 116 326 0 3 .0 1. .0010 .0 .0 .001 10.00 1 120 121 4 3 .0 1. .0010 .0 .0 .001 10.00 122 DIVERSION TO GUTTER NUMBER 122 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 77.100 12.6 187.000 37.3 429.000 133.5 121 123 0 3 .0 1. .0010 .0 .0 .001 10.00 1 122 126 0 3 .0 1. .0010 .0 .0 .001 10.00 1 123 124 4 3 .0 1. .0010 .0 .0 .001 10.00 66 DIVERSION TO GUTTER NUMBER 66 - TOTAL 0 VS DIVERTED 0 IN CPS .000 .0 64.500 39.5 149.800 58.3 295.400 139.9 124 9 0 3 .0 1. .0010 .0 .0 .001 10.00 1 126 356 0 1 CHANNEL 2.0 600. .0030 30.0 30.0 .020 100.00 1 167 120 6 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .010 2.8 .300 2.8 1.300 62.8 2.300 162.8 2.400 172.8 169 68 0 4 CHANNEL .0 250. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 250. .0040 10.0 10.0 .035 10.00 171 69 0 4 CHANNEL .0 250. .0080 50.0 50.0 .016 .60 1 199 357 4 3 OVERFLOW 60.0 250. .0 1. .0080 .0010 10.0 10.0 .0 .0 .035 .001 10.00 10.00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 2.400 .0 2.600 5.0 3.600 50.0 204 205 2 3 .0 1. .0010 .0 .0 .001 10.00 206 DIVERSION TO GUTTER NUMBER 206 - TOTAL 0 VS DIVERTED Q IN CPS .000 .0 1000.000 500.0 205 4 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 206 551 0 3 .0 1. .0010 .0 .0 .001 10.00 1 207 208 4 3 .0 1. .0010 .0 .0 .001 10.00 209 DIVERSION TO GUTTER NUMBER 209 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 20.300 10.4 4B.000 22.5 144.300 50.5 208 10 0 3 .0 1. .0010 .0 .0 .001 10.00 1 209 552 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 210 213 3 3 .0 1. .0010 .0 .0 .001 10.00 57 DIVERSION TO GUTTER NUMBER 57 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 100.000 4.0 1000.000 4.0 213 214 2 3 .0 1. .0010 .0 .0 .001 10.00 215 DIVERSION TO GUTTER NUMBER 215 - TOTAL'Q VS DIVERTED Q IN CPS .000 .0 1000.000 667.0 219 5 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 215 20 0 3 .0 1. .0010 .0 .0 .001 10.00 1 216 218 3 3 .0 1. .0010 .0 .0 .001 10.00 217 DIVERSION TO GUTTER NUMBER 217 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 100.000 10.0 1000.000� 10.0 217 218 11 553 0 0 3 3 .0 1. .0 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 10.00 1 1 ' 219 221 3 3 .0 1. .0010 .0 .0 .001 10.00 220 DIVERSION TO GUTTER NUMBER 220 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 2.0 1000.000 702.0 220 13 0 3 .0 1. .0010 .0 .0 .001 10.00 1 221 12 0 3 .0 1. .0010 .0 .0 .001 10.00 1 224 16 0 1 CHANNEL 2.0 600. .0080 15.0 15.0 .020 100.00 1 ' 225 354 0 5 PIPE 2.8 3000. .0100 .0 .0 .016 8.00 1 OVERFLOW 2.0 3000. .0100 30.0 30.0 .020 100.00 228 229 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.100 43.0 3.000 43.0 5.600 43.0 5.610 1043.0 229 496 3 3 .0 1. .0010 .0 .0 .001 10.00 350 ' DIVERSION TO GUTTER NUMBER 350 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 43.000 43.0 1043.000 43.0 230 231 4 3 .0 1. .0010 .0 .0 .001 .10.00 225 DIVERSION TO GUTTER NUMBER 225 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 32.100 32.1 73.280 32.1 1185.000 32.1 231 84 0 3 .1 1. .0010 .0 .0 .001 10.00 0 ' 232 33 4 3 .0 1. .0010 .0 .0 .001 10.00 234 DIVERSION TO GUTTER NUMBER 234 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 4.000 4.0 14.000 4.0 1000,000 4.0 234 393 0 3 .0 1. .0010 .0 .0 .001 10.00 1 235 394 0 2 PIPE 3.5 1630. .0050 .0 .0 .016 3.50 1 238 239 4 3 .0 1. .0010 .0 .0 .001 10.00 240 DIVERSION TO GUTTER NUMBER 240 - TOTAL 0 VS DIVERTED Q IN CFS ' .000 .0 18.000 .0 51.000 19.0 104.000 54.0 239 240 0 3 .0 1. .0010 .0 .0 .001 10.00 0 240 91 0 3 .0 1. .0010 .0 .0 .001 10.00 0 248 249 3 3 .0 1. .0010 .0 .0 .001 10.00 263 DIVERSION .000 TO GUTTER .0 NUMBER 263 - 17.100 17.1 TOTAL Q VS DIVERTED Q 1017.100 17.1 IN CFS ' 249 81 0 3 .0 1. .0010 .0 .0 .001 10.00 0 250 333 3 3 .0 1. .0010 .0 .0 .001 10.00 251 DIVERSION TO GUTTER NUMBER 251 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 13.5 1013.500 13.5 25 0 3 .0 1. .0010 .0 .0 .001 10.00 253 255 255 3 3 .0 1. .0010 .0 .0 .001 10.00 2544 ' DIVERSION TO GUTTER NUMBER 254 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 100.000 2.0 1000.000 2.0 254 57 0 3 .0 1. .0010 .0 .0 .001 10.00 1 255 59 0 3 .0 1. .0010 .0 .0 .001 10.00 1 263 357 0 3 .0 1. .0010 .0 .0 .001 10.00 1 269 82 3 3 .0 1. .0010 .0 .0 .001 10.00 90 DIVERSION TO GUTTER NUMBER 90 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 1.100 1.1 1001.100 1.1 272 61 0 3 .0 1. .0010 .0 .0 .001 10.00 1 273 56 0 3 .0 1. .0010 .0 .0 .001 10.00 1 276 230 5 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 1 Page 7 of 38 1 1 1 L 1 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .020 .2 1.030 .3 2.100 .3 3.410 .3 277 92 4 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 3.800 .0 4.100 5.0 5.100 50.0 284 93 3 3 .0 1. .0010 .0 .0 .001 10.00 286 DIVERSION TO GUTTER NUMBER 2B6 - TOTAL 0 VS DIVERTED 0 IN CFS .000 .0 4.000 4.0 1004.000 4.0 286 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 290 102 3 3 .0 1. .0010 .0 .0 .001 10.00 292 DIVERSION TO GUTTER NUMBER 292 - TOTAL Q VS DIVERTED 0 IN CPS .000 .0 1.000 1.0 1001.000 1.0 292 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 293 294 3 3 .0 1. .0010 .0 .0 .001 10.00 295 DIVERSION TO GUTTER NUMBER 295 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 2.700 2.7 1002.700 2.7 294 50 0 3 .0 1. .0010 .0 .0 .001 10.00 1 295 397 0 3 .0 1. .0010 .0 .0 .001 10.00 1 296 299 3 3 .0 1. .0010 .0 .0 .001 10.00 298 DIVERSION TO GUTTER NUMBER 298 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 5.000 5.0 1005.000 5.0 298 398 0 3 .0 1. .0010 .0 .0 .001 10.00 1 299 45 9 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 9.500 .0 10.500 5.0 12.000 50.0 13.500 100.0 14.200 150.0 14.690 200.0 15.600 300.0 16.440 400.0 301 396 3 3 .0 1. .0010 .0 .0 .001 10.00 104 DIVERSION TO GUTTER NUMBER 104 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 100.000 5.0 1000.000 5.0 304 103 3 3 .0 1. .0010 .0 .0 .001 10.00 105 DIVERSION TO GUTTER NUMBER 105 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 100.000 20.0 1000.000 20.0 307 309 3 3 .0 1. .0010 .0 .0 .001 10.00 308 DIVERSION TO GUTTER NUMBER 308 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 100.000 4.0 1000.000 4.0 308 49 0 3 .0 1. .0010 .0 .0 .001 10.00 1 309 50 0 3 .0 1. .0010 .0 .0 .001 10.00 1 314 94 3 3 .0 1. .0010 .0 .0 .001 10.00 100 DIVERSION TO GUTTER NUMBER 100 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 100.000 25.0 1000.000 25.0 317 319 3 3 .0 1. .0010 .0 .0 .001 10.00 116 DIVERSION TO GUTTER NUMBER 116 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 35.0 1000.000 35.0 319 96 0 3 .0 1. .0010 .0 .0 .001 10.00 1 320 322 3 3 .0 1. .0010 .0 .0 .001 10.00 321 DIVERSION TO GUTTER NUMBER 321 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 20.0 1000.000 20.0 321 6 0 3 .0 1. .0010 .0 .0 .001 10.00 1 322 59 0 3 .0 1. .0010 .0 .0 .001 10.00 1 326 106 3 3 .0 1. .0010 .0 .0 .001 10.00 328 DIVERSION TO GUTTER NUMBER 328 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 18.500 18.5 1018.500 18.5 328 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 333 53 3 3 .0 1. .0010 .0 .0 .001 10.00 334 DIVERSION TO GUTTER NUMBER 334 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 100.000 100.0 1100.000 100.0 334 398 0 3 .0 1. .0010 .0 .0 .001 10.00 1 336 333 3 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN UPS VS INFLOW IN CFS .000 .0 .083 60.0 3.000 60.0 337 338 10 3 .0 1. .0010 .0 .0 .001 10.00 115 DIVERSION TO GUTTER NUMBER 115 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 3.300 3.3 11.600 8.3 25.500 22.2 131.900 55.0 256.200 111.1 497.700 104.4 077.800 287.0 1376.000 422.0 1996.000 600.0 338 19 0 3 .0 1. .0010 .0 .0 .001 10.00 1 341 342 3 3 .0 1. .0010 .0 .0 .001 10.00 343 DIVERSION TO GUTTER NUMBER 343 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 8.900 8.9 1008.900 8.9 342 51 0 3 .0 1. .0010 .0 .0 .001 10.00 1 343 399 0 3 .0 1. .0010 .0 .0 .001 10.00 1 344 88 0 3 .0 1. .0010 .0 .0 .001 10.00 1 347 349 10 3 .0 1. .0010 .0 .0 .001 10.00 348 DIVERSION TO GUTTER NUMBER 348 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 49.000 .0 50.000 .4 100.000 4.0 150.000 18.0 200.000 30.0 300.000 63.0 400.000 90.0 500.000 125.0 750.000 225.0 348 360 0 3 .0 1. .0010 .0 .0 .001 10.00 1 349 49 0 3 .0 1. .0010 .0 .0 .001 10.00 1 350 147 0 2 PIPE 2.3 1600. .0500 .0 .0 .016 2.25 1 147 392 0 3 .0 1. .0010 .0 .0 .001 10.00 1 351 353 3 3 .0 1. .0010 .0 .0 .001 10.00 352 DIVERSION TO GUTTER NUMBER 352 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 2.000 2.0 1002.000 2.0 352 28 0 3 .0 1. .0010 .0 .0 .001 10.00 1 353 30 0 3 .0 1. .0010 .0 .0 .001 10.00 1 354 357 0 3 .0 1. .0010 .0 .0 .001 10.00 1 356 3 0 3 .0 1. .0010 .0 .0 .001 10.00 1 357 88 3 3 .0 1. .0010 .0 .0 .001 10.00 359 DIVERSION TO GUTTER NUMBER 359 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 33.900 33.9 1033. 900 33.9 359 397 0 3 .0 1. .0010 .0 .0 .001 10.00 1 360 362 4 3 .0 1. .0010 .0 .0 .001 10.00 35 DIVERSION TO GUTTER NUMBER 35 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 1.000 .5 25.000 12.5 1025.000 12.5 362 41 3 3 .0 1. .0010 .0 .0 .001 10.00 364 DIVERSION TO GUTTER NUMBER 364 - TOTAL Q VS DIVERTED Q IN CFS 1 [1 Page 8 of 38 .000 .0 7.000 7.0 1007.000 7.0 364 398 0 3 .0 1. .0010 .0 .0 .001 10.00 1 366 171 7 2 PIPE .1 1. .0100 .0 .0 .016 8.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.020 1.9 1.220 40.0 1.410 108.0 1.610 197.0 2.270 422.0 2.430 514.0 367 369 3 3 .0 1. .0010 .0 .0 .001 10.00 368 DIVERSION TO GUTTER NUMBER 368 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 19.260 19.3 1019.260 19.3 368 146 0 3 .0 1. .0010 .0 .0 .001 10.00 1 148 392 0 3 .0 1. .0010 .0 .0 .001 10.00 1 369 14 0 3 .0 1. .0010 .0 .0 .001 10.00 1 371 15 0 3 .0 1. .0010 .0 .0 .001 10.00 1 372 371 3 3 .0 1. .0010 .0 .0 .001 10.00 373 DIVERSION TO GUTTER NUMBER 373 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 101.740 101.7 1101.740 101.7 373 374 0 3 .0 1. .0010 .0 .0 .001 10.00 1 374 376 3 3 .0 1. .0010 .0 .0 .001 10.00 375 DIVERSION TO GUTTER NUMBER 375 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 12.000 12.0 1012.000 12.0 375 14 0 3 .0 1. .0010 .0 .0 .001 10.00 1 376 148 0 3 .0 1. .0010 .0 .0 .001 10.00 1 386 67 0 4 CHANNEL .0 650. .0070 50.0 50.0 .016 .40 1 OVERFLOW 40.0 650. .0070 10.0 10.0 .035 IO.00 387 79 0 4 CHANNEL .0 600. .0090 50.0 50.0 .016 .40 1 OVERFLOW 40.0 600. .0090 10.0 10.0 .035 10.00 388 114 0 4 CHANNEL .0 600. '0060 50.0 50.0 .016 .40 1 OVERFLOW 40.0 600. .0060 10.0 10.0 .035 10.00 389 390 0 2 PIPE 3.0 532. .0050 .0 .0 .016 3.00 1 390 235 0 2 PIPE 3.5 590. .0050 .0 .0 .016 3.50 1 392 966 0 3 .0 1. .0010 .0 .0 .001 10.00 1 496 14 0 4 CHANNEL .5 475. .0370 12.0 12.0 .016 .50 1 OVERFLOW 5.0 475. .0370 20.0 20.0 .020 10.00 519 574 0 4 CHANNEL .0 740. .0080 50.0 .0 .016 .50 1 OVERFLOW 40.0 740. .0080 .0 10.0 .040 5.00 523 187 0 4 CHANNEL .0 1300. .0060 50.0 .0 .016 .50 1 OVERFLOW 36.0 1300. .0060 .0 10.0 .040 5.00 187 188 3 3 .0 1. .0010 .0 .0 .001 10.00 189 DIVERSION TO GUTTER NUMBER 189 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 150.0 500.000 150.0 188 574 0 3 .0 1. .0010 .0 .0 .DO1 10.00 0 189 190 0 3 .0 1. .0010 .0 .0 .001 10.00 0 190 673 0 2 PIPE 5.0 470. .0030 .0 .0 .013 5.00 0 574 404 3 3 .0 1. .0010 .0 .0 .001 10.00 476 DIVERSION,TO GUTTER NUMBER 476 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 70.000 70.0 500.000 70.0 404 555 0 3 .0 1. .0010 .0 .0 .001 10.00 0 476 673 0 3 .0 1. .0010 .0 .0 .001 10.00 0 673 674 0 2 PIPE 5.0 850. .0070 .0 .0 .013 5.00 0 555 730 0 4 CHANNEL .0 420. .0120 50.0 10.0 .016 .50 1 OVERFLOW 60.0 420. .0120 50.0 10.0 .040 5.00 730 731 8 3 .0 1. .0010 .0 .0 .001 10.00 732 DIVERSION TO GUTTER NUMBER 732 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 36.500 9.6 91.300 26.4 182.500 71.4 365.000 92.9 456.300 164.6 547.500 244.6 638.800 303.8 731 744 0 3 .0 1. .0010 .0 .0 .001 10.00 1 732 745 0 3 .0 1. .0010 .0 .0 .001 10.00 1 744 477 0 4 CHANNEL .0 430. .0050 50.0 .0 .016 .50 1 OVERFLOW 17.0 430. .0050 .0 10.0 .040 5.00 745 415 0 4 CHANNEL .0 400. .0040 50.0 .0 .016 .50 1 OVERFLOW 30.0 400. .0040 .0 10.0 .040 5.00 415 416 7 3 .0 1. .0010 .0 .0 .001 10.00 417 DIVERSION TO GUTTER NUMBER 417 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 9.600 .0 26. 400 .1 71.400 10.4 92.900 24.0 1164.600 47.1 303.800 78.9 416 556 0 3 .0 1. .0010 .0 .0 .001 10.00 1 417 557 0 3 .0 1. .0010 .0 .0 .001 10.00 1 556 418 0 4 CHANNEL .0 400. .0140 50.0 10.0 .016 .50 1 OVERFLOW 60.0 400. .0140 50.0 10.0 .040 5.00 524 418 0 4 CHANNEL .0 1030. .0020 50.0 .0 .016 .50 1 OVERFLOW 18.0 1030. .0020 .0 10.0 .040 5.00 41B 480 0 3 .0 1. .0010 .0 .0 .001 10.00 1 480 651 0 4 CHANNEL .0 490. .0140 50.0 10.0 .016 .50 1 OVERFLOW 60.0 490. .0140 50.0 10.0 .040 5.00 651 652 3 3 .0 1. .0010 .0 .0 .001 10.00 653 DIVERSION TO GUTTER NUMBER 653 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100.0 500.000 100.0 652 454 0 3 .0 1.. .0010 .0 .0 .001 10.00 0 653 654 0 3 .0 1. .0010 .0 .0 .001 10.00 0 654 185 0 2 PIPE 5.5 460. .0010 .0 .0 .013 5.50 0 454 525 0 3 .0 1. .0010 .0 .0 .001 10.00 1 525 733 0 4 CHANNEL .0 490. .0040 50.0 10.0 .016 .50 1 OVERFLOW 60.0 490. .0040 50.0 10.0 .040 5.00 733 734 8 3 .0 1. .0010 .0 .0 .001 10.00 735 DIVERSION TO GUTTER NUMBER 735 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.900 7.1 67.100 22.6 142.500 58.5 180.200 62.6 231.600 79.8 449.000 145.2 510.200 165.4 734 579 0 3 .0 1. .0010 .0 .0 .001 10.00 1 735 746 0 3 .0 1. .0010 .0 .0 .001 10.00 1 579 736 0 4 CHANNEL .0 500. .0080 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0080 50.0 10.0 .040 5.00 746 546 0 4 CHANNEL .0 470. .0020 50.0 .0 .016 .50 1 OVERFLOW 30.0 470. .0020 .0 10.0 .040 5.00 736 737 7 3 .0 1. .0010 .0 .0 .001 10.00 738 DIVERSION TO GUTTER NUMBER 738 - TOTAL Q VS DIVERTED 0 IN CFS 1 r-� 1 Page 9 of 38 .000 .0 25.600 11.7 61.300 28.5 117.100 57.1 168.300 82.1 218.800 119.3 404.300 255.4 737 739 0 3 .0 1. .0010 .0 .0 .001 10.00 1 738 747 0 3 .0 1. .0010 .0 .0 .001 10.00 1 747 748 0 4 CHANNEL .0 480. .0020 50.0 10.0 .016 .50 1 OVERFLOW 60.0 480. .0020 50.0 10.0 .010 5.00 748 749 0 3 .0 1. .0010 .0 .0 .001 10.00 1 749 534 0 4 CHANNEL .0 500. .0070 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0070 50.0 10.0 .040 5.00 739 740 8 3 .0 1. .0010 .0 .0 .001 10.00 741 DIVERSION TO GUTTER NUMBER 741 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 13.900 .9 32.900 9.3 59.900 23.7 86.100 40.3 99.300 47.8 148.900 76.6 224.200 117.9 740 751 0 3 .0 1. .0010 .0 .0 .001 10.00 1 741 750 0 3 .0 1. .0010 .0 .0 .001 10.00 1 750 534 0 4 CHANNEL .0 680. .0060 50.0 .0 .016 .50 1 OVERFLOW 30.0 680. .0060 .0 10.0 .040 5.00 751 419 0 4 CHANNEL .0 900. .0050 50.0 10.0 .016 .50 1 OVERFLOW 60.0 900. .0050 50.0 10.0 .040 5.00 419 742 12 3 .0 1. .0010 .0 .0 .001 10.00 743 DIVERSION TO GUTTER NUMBER 743 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 .300 .1 2.800 1.1 8.900 3.3 21.800 9.2 35.300 15.7 50.400 27.6 118.800 56.4 363.500 205.2 517.500 314.0 749.000 439.6 1053.600 580.6 742 528 0 3 .0 1. .0010 .0 .0 .001 10.00 1 743 752 0 .3 .0 1. .0010 .0 .0 .001 10.00 1 528 874 0 4 CHANNEL .0 520. .0090 50.0 10.0 .016 .50 1 OVERFLOW 60.0 520, .0090 50.0 10.0 .040 5.00 752 753 0 4 CHANNEL .0 500. .0030 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0030 50.0 10.0 .040 5.00 753 754 0 3 .0 1. .0010 .0 .0 .001 10.00 1 754 981 0 4 CHANNEL .0 500. .0060 50.0 10.0 .016 .50 1 OVERFLOW 60.0 500. .0060 50.0 10.0 .040 5.00 605 688 8 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 1.350 14.0 2.700 68.5 4.040 182.3 5.390 366.9 6.740 685.8 8.090 1111.3 9.430 1655.4 EBB 689 8 3 .0 1. .0010 .0 .0 .001 10.00 690 DIVERSION TO GUTTER NUMBER 690 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 14.000 .5 68.500 9.8 182.300 38.3 366.900 94.0 685.800 198.7 1111.300 337.4 1655.400 503.9 689 691 0 3 .0 1. .0010 .0 .0 .001 10.00 1 690 694 0 3 .0 1. .0010 .0 .0 .001 10.00 1 694 560 0 4 CHANNEL .0 510. .0075 50.0 .0 .016 .50 1 OVERFLOW 34.0 510. .0075 .0 10.0 .040 5.00 691 692 8 3 .0 1. .0010 .0 .0 .001 10.00 693 DIVERSION TO GUTTER NUMBER 693 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 13.500 .0 58.700 .6 144.000 10.9 272.900 40.2 487. 100 133.1 773.900 276.9 1151.500 497.0 878 879 10 3 .0 1. .0010 .0 .0 .001 10.00 880 DIVERSION TO GUTTER NUMBER BBO - TOTAL Q VS DIVERTED Q IN CFS .000 .0 .600 .6 10.900 10.9 34.700 29.8 92.700 55.7 179.600 87.6 319.500 154.2 422.200 167.5 573.800 214.8 473.900 266.9 879 430 0 3 .0 1. .0010 .0 .0 .001 10.00 1 880 430 0 3 .0 1. .0010 .0 .0 .001 10.00 1 875 876 11 3 .0 1. .0010 .0 .0 .001 10.00 877 DIVERSION TO GUTTER NUMBER 877 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 13.400 .0 58.100 2.9 133.100 16.0 232.700 36.3 354.000 62.8 495.000 94.6 654.600 131.6 831.500 173.1 1025.200 219.3 1234.700 269.5 876 811 0 3 .0 1. .0010 .0 .0 .001 10.00 1 877 687 0 3 ,0 1. .0010 .0 .0 .001 10.00 1 692 875 0 3 .0 1. .0010 .0 .0 .001 10.00 1 693 878 0 3 .0 1. .0010 .0 .0 .001 10.00 1 687 B11 0 4 CHANNEL .0 508. .0030 50.0 .0 .016 .50 1 OVERFLOW 44.0 508. .0030 .0 10.0 .040 5.00 604 681 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .380 6.1 .920 27.7 1.450 60.8 1.990 110.7 2.530 197.1 3.070 311.7 5.100 442.1 7.130 750.7 9.170 1226.0 681 682 10 . 3 .0 1. .0010 .0 .0 .001 10.00 683 DIVERSION TO GUTTER NUMBER 683 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 27.700 .9 60.000 3.2 110.700 7.4 197.100 13.9 311.700 23.3 442.100 47.8 750.700 144.8 1228.000 274.0 1746.500 469.6 682 941 0 3 .0 1. .0010 .0 .0 .001 10.00 1 683 684 0 3 .0 1. .0010 .0 .0 .001 10.00 1 684 685 5 3 .0 1. .0010 .0 .0 .001 10.00 686 DIVERSION TO GUTTER NUMBER 686 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47.800 12.5 144.BOO 57.0 274.000 124.3 469. 600 211.0 685 698 0 3 .0 1. .0010 .0 .0 .001 10.00 1 686 687 0 3 .0 1. .0010 .0 .0 .001 10.00 1 690 050 0 4 CHANNEL .0 900. .0080 50.0 50.0 .016 .50 1 OVERFLOW 60.0 900. .0080 10.0 10.0 .040 5.00 551 490 0 4 CHANNEL .0 1190. .0060 50.0 .0 .016 .50 1 OVERFLOW 18.0 1190. .0060 .0 10.0 .040 5.00 490 451 0 3 .0 1. .0010 .0 .0 .001 10.00 1 451 410 0 4 CHANNEL .0 490. .0080 50.0 50.0 .016 .50 1 OVERFLOW 30.0 490, .0080 10.0 10.0 .040 5.00 552 410 0 4 CHANNEL .0 740. .0020 .0 50.0 .016 .50 1 OVERFLOW 30.0 740. .0020 10.0 .0 .040 5.00 410 411 4 3 .0 1. .0010 .0 .0 .001 10.00 412 DIVERSION TO GUTTER NUMBER 412 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 26.400 11.3 59.800 33.0 185.600 85.0 411 526 0 3 .0 1. .0010 .0 .0 .001 MOO 1 412 481 0 3 .0 1. .0010 .0 .0 .001 10.00 1 481 733 0 4 CHANNEL .0 550. .0040 50.0 .0 .016 .50 1 OVERFLOW 30.0 550. .0040 .0 10.0 .040 5.00 1 Page 10 of 38 526 930 0 4 CHANNEL .0 990. .0070 50.0 50.0, .016 .50 1 OVERFLOW 30.0 990. .0070 10.0 10.0 .040 5.00 553 930 0 4 CHANNEL .0 750, .0030 50.0 50.0 .016 .50 1 OVERFLOW 60.0 750. .0030 10.0 10.0 .040 5.00 930 931 3 3 .0 1. .0010 .0 .0 .001 10.00 932 DIVERSION TO GUTTER NUMBER 932 - TOTAL Q VS DIVERTED 0 IN CPS .000 .0 100.000 100.0 500.000 100.0 931 527 0 3 .0 1. .0010 .0 .0 .001 10.00 0 932 939 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 527 554 0 4 CHANNEL .0 500. .0050 50.0 .0 .016 .50 1 OVERFLOW 30.0 500. .0050 .0 10.0 .040 5.00 554 414 0 4 CHANNEL .0 740. .0060 50.0 .0 .016 .50 1 OVERFLOW 30.0 740. .0060 .0 10.0 .040 5.00 414 430 0 3 .0 1. .0010 .0 .0 .001 10.00 0 430 933 3 3 .0 1. .0010 .0 .0 .001 10.00 934 ' DIVERSION TO GUTTER NUMBER 934 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 150.000 150.0 500.000 150.0 933 604 0 3 .0 1. .0010 .0 .0 .001 10.00 0 934 940 0 3 .0 1. .0010 .0 .0 .001 10.00 0 939 940 0 2 PIPE 4.0 1990. .0050 .0 .0 .013 4.00 0 940 504 106 377 0 0 2 4 PIPE 5.5 CHANNEL .0 1480. 1145. .0050 .0070 .0 50.0 .0 50.0 .013 .016 5.50 .50 0 1 ' OVERFLOW 40.0 1145. .0070 10.0 10.0 .040 5.00 377 378 3 3 .0 1. .0010 .0 .0 .001 10.00 379 DIVERSION TO GUTTER NUMBER 379 - TOTAL Q VS DIVERTED 0 IN CPS .000 .0 30.000 30.0 500.000 30.0 371 410 0 3 .0 1. .0010 .0 .0 10.00 1 379 380 380 610 0 0 3 2 .0 PIPE 3.5 1. 750. .0010 .0010 .0 .0 .0 .0 .001 .001 .013 10.00 3.50 1 0 460 461 4 3 .0 1. .0010 .0 .0 .001 10.00 462 DIVERSION TO GUTTER NUMBER 462 - TOTAL 0 VS DIVERTED 0 IN CFS 1 1 I .000 .0 28.900 1.4 60.700 3.0 178.200 68.4 461 591 0 3 .0 1. .0010 .0 .0 .001 10.00 1 462 590 0 3 .0 1. .0010 .0 .0 .001 10.00 1 591 463 0 4 CHANNEL .0 800. .0070 50.0 50.0 .016 .50 1 OVERFLOW 40.0 800. .0070 10.0 10.0 .040 5.00 463 509 0 3 .0 1. .0010 .0 .0 .001 10.00 1 509 592 0 4 CHANNEL .0 890. .0050 50.0 50.0 .016 .50 1 OVERFLOW 40.0 890. .0050 10.0 10.0 .040 5.00 592 464 0 4 CHANNEL .0 540. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 540. .0090 10.0 10.0 .040 5.00 464 513 0 3 .0 1. .0010 .0 .0 .001 10.00 1 513 662 0 4 CHANNEL .0 460. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 460. .0090 10.0 10.0 .040 5.00 662 663 3 3 .0 1. .0010 .0 .0 .001 10.00 664 DIVERSION TO GUTTER NUMBER 664 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 250.000 250.0 2000.000 250.0 663 819 0 3 .0 1. .0010 .0 .0 .001 10.00 1 664 665 0 3 .0 1. .0010 .0 .0 .001 10.00 1 665 669 0 2 PIPE 5.0 500. .0110 .0 .0 .013 5.00 1 819 820 6 3 .0 1. .0010 .0 .0 .001 10.00 821 DIVERSION TO GUTTER NUMBER 821 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 50.000 3.6 100.000 18.2 200.000 32.3 250.000 60.2 300.000 81.3 B20 593 0 3 .0 1. .0010 .0 .0 .001 10.00 1 821 825 0 3 .0 1. .0010 .0 .0 .001 10.00 1 825 630 0 4 CHANNEL .0 680. .0140 50.0 50.0 .016 .50 1 OVERFLOW 50.0 680. .0140 10.0 10.0 .040 5.00 593 465 0 4 CHANNEL .0 500. .0210 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0210 10.0 10.0 .040 5.00 465 822 0 3 .0 1. .0010 .0 .0 .001 10.00 1 669 650 0 1 CHANNEL 8.0 500. .0020 .0 .0 .015 5.00 1 822 823 10 3 .0 1. .0010 .0 .0 .001 10.00 824 DIVERSION TO GUTTER NUMBER 824 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 46.400 8.9 81.800 16.7 132.000 36.2 167.700 52.9 189.800 63.0 218.700 77.0 247.300 92.8 274.300 108.3 303.900 124.9 823 487 0 3 .0 1. .0010 .0 .0 .001 10.00 1 824 826 0 3 .0 1. .0010 .0 .0 .001 10.00 1 826 468 0 4 CHANNEL .0 680. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 680. .0020 10.0 10.0 .040 5.00 487 48B 0 4 CHANNEL .0 500. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0090 10.0 10.0 .040 5.00 488 650 0 3 .0 1. .0010 .0 .0 .001 10.00 1 650 300 0 1 CHANNEL 20.0 500. .0020 .0 .0 .015 3.50 1 594 466 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 5.00 507 576 0 4 CHANNEL .0 1110. .0090 50.0 50.0 .016 .50 1 OVERFLOW 100.0 1110. .0090 10.0 10.0 .040 5.00 576 506 0 3 .0 1. .0010 .0 .0 .001 10.00 1 506 521 0 4 CHANNEL .0 600. .0060 50.0 50.0 .016 .50 1 OVERFLOW 100.0 600. .0060 10.0 10.0 .040 5.00 521 571 3 3 .0 1. .0010 .0 .0 .001 10.00 572 DIVERSION TO GUTTER NUMBER 572 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 200.000 200.0 1000.000 200.0 571 566 0 3 .0 1. .0010 .0 .0 .001 10.00 1 572 728 0 3 .0 1. .0010 .0 .0 .001 10.00 1 728 610 0 2 PIPE 5.0 930. .0060 .0 .0 .013 5.00 1 566 575 0 4 CHANNEL .0 460. .0070 50.0 50.0 .016 .50 1 OVERFLOW 100.0 460. .0070 10.0 10.0 .040 5.00 575 505 0 3 .0 1. .0010 .0 .0 .001 10.00 1 505 764 0 4 CHANNEL .0 460. .0050 50.0 50.0 .016 .50 1 OVERFLOW 100.0 460. .0050 10.0 10.0 .040 5.00 590 764 0 4 CHANNEL .0 570. .0010 50.0 .0 .016 .50 1 OVERFLOW 20.0 570. .0010 .0 10.0 .040 5,00 520 573 0 4 CHANNEL .0 1235. .0060 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1235. .0060 10.0 10.0 .040 5.00 Page I I of 38 573 562 0 3 .0 1. .0010 .0 .01 .001 10.00 1 562 521 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 5.00 ' 522 764 0 4 CHANNEL .0 910. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 910. .0040 10.0 10.0 .040 5.00 764 766 3 3 .0 1. .0010 .0 .0 .001 10.00 767 DIVERSION TO GUTTER NUMBER 767 - TOTAL Q VS DIVERTED 0 IN CPS .000 .0 170.000 170.0 1000.000 170.0 766 583 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 767 610 0 3 .0 1. .0010 .0 .0 .001 10.00 1 610 901 0 2 PIPE 6.5 5160. .0060 .0 .0 .013 6.50 1 583 485 0 4 CHANNEL .0 600. .0090 50.0 50.0 .016 .50 1 OVERFLOW 100.0 600. .0090 10.0 10.0 .040 5.00 485 515 0 3 .0 1. .0010 .0 .0 .001 10.00 1 515 431 0 4 CHANNEL .0 620. .0060 50.0 50.0 .016 .50 1 OVERFLOW 100.0 620. .0060 10.0 10.0 .040 5.00 ' 431 432 4 3 .0 1. .0010 .0 .0 .001 10.00 433 DIVERSION TO GUTTER NUMBER 433 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 105.000 36.6 266.000 77.9 704.200 232.7 432 585 0 3 .0 1. .0010 .0 .0 .001 10.00 1 433 585 584 434 0 0 3 4 .0 CHANNEL .0 1. 480. .0010 .0030 .0 50.0 .0 50.0 .001 .016 10.00 .50 1 1 ' OVERFLOW 100.0 480. .0030 10.0 10.0 .040 5.00 434 660 3 3 .0 1. .0010 .0 .0 .001 10.00 659 DIVERSION TO GUTTER NUMBER 659 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 53.000 .0 2000.000 1947.0 fi59 813 0 3 .0 1. .0010 .0 .0 .001 IO.DO 1 fi10 661 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 661 669 0 2 PIPE 3.5 2200. .0056 .0 .0 .013 3.50 1 813 814 6 3 .0 1. .0010 .0 .0 .001 10.00 815 DIVERSION TO GUTTER NUMBER 815 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 53.000 13.0 124.000 39.0 523.000 235.0 601.000 273.0 630.000 286.0 814 833 0 3 .0 1. .0010 .0 .0 .001 10.00 1 815 838 0 3 .0 1. .0010 .0 .0 .001 10.00 1 833 514 0 3 .0 1. .0010 .0 .0 .001 10.00 1 514 816 0 4 CHANNEL .0 500. .0050 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0050 10.0 .0 .040 5.00 816 817 5 3 .0 1. .0010 .0 .0 .001 10.00 818 DIVERSION TO GUTTER NUMBER 818 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 13.000 13.0 35.000 35.0 286.000 144.0 302.000 153.0 $17 587 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 818 435 0 3 .0 1. .0010 .0 .0 .001 10.00 1 567 634 0 4 CHANNEL .0 500. .0060 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0060 10.0 .0 .040 5.00 834 835 8 3 .0 1. .0010 .0 .0 .001 10.00 836 DIVERSION .000 TO GUTTER .0 NUMBER 836 - TOTAL Q VS 10.000 2.0 50.000 DIVERTED Q 12.0 IN 100.000 CFS 22.0 150.000 35.0 200.000 49.0 ' 300.000 81.0 400.000 115.0 835 837 0 3 .0 1. .0010 .0 .0 .001 10.00 1 836 830 0 3 .0 1. .0010 .0 .0 .001 10.00 1 837 436 0 4 CHANNEL .0 500. .0060 .0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0060 10.0 .0 .040 5.00 540 436 0 4 CHANNEL .0 980. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 980. .0020 10.0 10.0 .040 5.00 436 437 4 3 .0 1. .0010 .0 .0 .001 10.00 438 DIVERSION TO GUTTER NUMBER 438 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 20.800 3.4 90.200 37.2 592.700 264.6 437 58B 0 3 .0 1. .0010 .0 .0 .001 10.00 1 438 $89 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 589 465 0 4 CHANNEL .0 700. .0120 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0120 10.0 10.0 .040 5.00 588 439 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0080 10.0 10.0 .040 5.00 439 440 4 3 .0 1. .0010 .0 .0 .001 10.00 441 DIVERSION TO GUTTER NUMBER 441 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 17.400 6.3 53.000 38.6 328.100 235.1 440 539 0 3 .0 1. .0010 .0 .0 .001 10.00 1 441 486 0 3 .0 1. .0010 .0 .0 .001 10.00 1 486 488 0 4 CHANNEL .0 700. .0140 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0140 10.0 10.0 .040 5.00 539 442 0 4 CHANNEL .0 500. .0150 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0150 10.0 10.0 .040 5.00 560 568 3 3 .0 1. .0010 .0 .0 .001 10.00 569 DIVERSION TO GUTTER NUMBER 569 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 324.000 .0 500.000 176.0 568 901 0 3 .0 1. .0010 .0 .0 .001 10.00 1 569 561 561 B00 0 0 3 4 .0 CHANNEL .0 1. 500. .0010 .0100 .0 50.0 .0 50.0 .001 .016 10.00 .50 1 1 ' OVERFLOW 60.0 500. .0100 10.0 10.0 .040 5.00 442 443 4 3 .0 1. .0010 .0 .0 .001 10.00 444 DIVERSION TO GUTTER NUMBER 444 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47.800 28.5 87.300 45.7 468.800 234.9 443 538 0 3 .0 1. .0010 .0 .0 .001 10.00 1 444 595 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 595 466 0 4 CHANNEL .0 700. .0090 50.0 50.0 .016 .50 1 OVERFLOW 60.0 700. .0090 10.0 10.0 .040 5.00 538 800 0 4 CHANNEL .0 500. .0130 50.0 50.0 .016 .50 1 OVERFLOW 100.0 500. .0130 10.0 10.0 .040 5.00 537 922 0 4 CHANNEL .0 520. .0070 50.0 .0 .016 .50 1 OVERFLOW 50.0 520. .0070 .0 10.0 .040 5.00 922 923 3 3 .0 1. .0010 .0 .0 .001 10.00 924 DIVERSION TO GUTTER NUMBER 924 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 60.000 60.0 200.000 60.0 924 905 0 3 .0 1. .0010 .0 .0 .001 10.00 1 923 863 0 3 .0 1. .0010 .0 .0 .001 10.00 1 i t 1 1 1 1 I 7 J Page 12 of 38 905 103 0 2 PIPE 3.0 800. .0080 .0 .0, .013 3.00 584 838 0 4 CHANNEL .0 995. .0030 50.0 50.0 .016 .50 OVERFLOW 40.0 995. .0030 10.0 10.0 .040 5.00 838 423 0 3 .0 1. .0010 .0 .0 .001 10.00 516 423 0 4 CHANNEL .0 790. .0070 50.0 50.0 .016 .50 OVERFLOW 60.0 790. .0070 10.0 10.0 .040 5.00 423 586 0 3 .0 1. .0010 .0 .0 .001 10.00 586 435 0 4 CHANNEL .0 480. .0050 50.0 .0 .016 .50 OVERFLOW 30.0 480. .0050 .0 10.0 .040 5.00 435 827 6 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 828 - TOTAL 0 VS DIVERTED 0 IN CFS .000 .0 70.000 22.0 201.000 72.0 628.000 201.0 744.000 238.0 778.000 253.0 827 829 0 3 .0 1. .0010 .0 .0 .001 10.00 828 830 0 3 .0 1. .0010 .0 .0 .001 10.00 829 429 0 4 CHANNEL .0 480. .0050 50.0 .0 .016 .50 OVERFLOW 30.0 480. .0050 .0 10.0 .040 5.00 424 532 0 3 .0 1. .0010 .0 .0 .001 10.00 532 655 0 4 CHANNEL .0 500. .0070 50.0 50.0 .016 .50 OVERFLOW 60.0 500. .0070 10.0 10.0 .040 5.00 830 831 6 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 832 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 22.000 .0 72. 000 3.0 201.000 23.0 238.000 30.0 253.000 33.0 831 655 0 3 .0 1. .0010 .0 .0 .001 10.00 832 540 0 3 .0 1. .0010 .0 .0 .001 10.00 655 656 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 657 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 100.000 100.0 500.000 100.0 656 425 0 3 .0 1. .0010 .0 .0 .001 10.00 657 658 0 3 .0 1. .0010 .0 .0 .001 10.00 658 680 0 2 PIPE 4.0 480. .0050 .0 .0 .013 4.00 425 533 0 3 .0 1. .0010 .0 .0 .001 10.00 533 666 0 4 CHANNEL .0 500. .0010 50.0 50.0 .016 .50 OVERFLOW 60.0 500. .0010 10.0 10.0 .040 5.00 666 667 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 668 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 100.000 100.0 500.000 100.0 667 426 0 3 .0 1. .0010 .0 .0 .001 10.00 66B 697 0 3 .0 1. .0010 .0 .0 .001 10.00 697 699 0 2 PIPE 5.0 500. .0015 .0 .0 .013 5.00 426 534 0 3 .0 1. .0010 .0 .0 .001 10.00 427 675 0 3 .0 1. .0010 .0 .0 .001 10.00 536 846 0 4 CHANNEL .0 500. .0110 .0 50.0 .016 .50 OVERFLOW 50.0 500. .0110 10.0 .0 .040 5.00 420 922 0 4 CHANNEL .0 500. .1090 .0 50.0 .016 .50 OVERFLOW 50.0 500. .1090 10.0 .0 .040 5.00 518 558 0 4 CHANNEL .0 770. .0100 50.0 50.0 .016 .50 OVERFLOW 60.0 770. .0100 10.0 10.0 .040 5.00 55B 477 0 4 CHANNEL .0 730. .0030 50.0 50.0 .016 .50 OVERFLOW 30.0 730. .0030 10.0 10.0 .040 5.00 477 500 3 3 .0 1. .0010 .0 .0 .001 10. 00 DIVERSION TO GUTTER NUMBER 535 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 120.000 120.0 500.000 120.0 500 517 0 3 .0 1. .0010 .0 .0 .001 10.00 535 674 0 3 .0 1. .0010 .0 .0 .001 10.00 674 184 0 2 PIPE 6.0 780. .0060 .0 .0 .013 6.00 190 181 3 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 182 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 80.000 80.0 500.000 80.0 181 516 0 3 .0 1. .0010 .0 .0 .001 10.00 182 1B3 0 3 .0 1. .0010 .0 .0 .001 10.00 183 184 0 2 PIPE 4.5 690. .0020 .0 .0 .013 - 4.50 184 185 0 2 PIPE 6.0 500. .0130 .0 .0 .013 6.00 185 679 0 2 PIPE 7.0 500. .0070 .0 .0 .013 7.00 679 600 0 2 PIPE 7.0 500. .0080 .0 .0 .013 7.00 680 699 0 2 PIPE 7.5 500. .0070 .0 .0 .013 7.50 699 567 0 2 PIPE 8.5 1000. .0050 .0 .0 .013 8.50 567 186 0 2 PIPE B.5 1440. .0070 .0 .0 .013 8.50 186 191 0 2 PIPE 9.5 1520. .0070 .0 .0 .013 9.50 191 0 0 2 PIPE 9.5 1600. .0070 .0 .0 .013 9.50 517 478 0 4 CHANNEL .0 400. .0080 50.0 50.0 .016 .50 OVERFLOW 60.0 400. .0080 �10.0 10.0 .040 5.00 478 $59 0 3 .0 1. .0010 .0 .0 .001 10.00 559 479 0 4 CHANNEL .0 550. .0070 50.0 50.0 .016 .50 OVERFLOW 60.0 550. .0070 10.0 10.0 .040 5.00 479 531 0 3 .0 1. .0010 .0 .0 .001 10.00 531 546 0 4 CHANNEL .0 930. .0090 50.0 50.0 .016 .50 OVERFLOW 60.0 830. .0090 10.0 10.0 .040 5.00 546 581 0 3 .0 1. .0010 .0 .0 .001 10.00 581 740 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .50 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 5.00 534 429 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 6.930 1.6 8.310 12.7 9.700 47.4 11.080 158.4 12.470 375.7 13.850 698.8 16.250 1130.5 18.650 1669.3 21.050 2317.3 429 449 5 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 450 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 375.700 .0 698.800 6.6 1130.500 40.6 1669.300 109.1 449 870 0 3 .0 1. .0010 .0 .0 .001 10.00 450 448 0 3 .0 1. .0010 .0 .0 .001 10.00 448 560 0 4 CHANNEL .0 1200. .0100 50.0 50.0 .016 .50 OVERFLOW 60.0 1200. .0100 10.0 10.0 .040 5.00 870 871 7 3 .0 1. .0010 .0 .0 .001 10.00 DIVERSION TO GUTTER NUMBER 872 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47.400 .0 158.400 1.0 375.700 17.9 692.300 73.6 1089.900 156.3 1560.200 262.1 1 1 1 1 1 1 828 1 1 1 1 1 B32 1 1 657 0 0 0 1 1 668 0 0 0 1 1 1 1 1 1 535 0 0 0 182 i 0 450 1 1 1 872 i Page 13 of 38 1 i i 7 L✓ i i i i i i i i i i i i i 871 582 0 3 .0 1. .0010 .0 .0, .001 10.00 1 872 873 0 3 .0 1. .0010 .0 .0 .001 10.00 1 873 882 0 4 CHANNEL .0 1000. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1000. .0070 10.0 10.0 .040 5.00 582 753 0 4 CHANNEL .0 505. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 505. .0040 10.0 10.0 .040 5.00 882 BB3 7 3 .0 1. .0010 .0 .0 .001 10.00 084 DIVERSION TO GUTTER NUMBER 884 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 118.600 72.1 296.500 164.5 593.000 318.7 889.500 518.0 1186.000 678.1 1482.500 836.2 883 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 BB4 981 0 3 .0 1. .0010 .0 .0 .001 10.00 1 981 982 3 3 .0 1. .0010 .0 .0 .001 10.00 983 DIVERSION TO GUTTER NUMBER 983 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 160.000 160.0 500.000 160.0 982 885 0 3 .0 1. .0010 .0 .0 .001 10.00 0 983 567 0 3 .0 1. .ODIO .0 .0 .001 10.00 0 885 886 7 3 .0 1. .0010 .0 .0 .001 10.00 887 DIVERSION TO GUTTER NUMBER 887 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 94.100 36.7 219.500 46.4 683.000 109.9 898.100 139.3 1111.200 161.9 1563.300 275.3 886 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 887 874 0 3 .0 1. .0010 .0 .0 .001 10.00 1 874 605 0 3 .0 1. .0010 .0 .0 .001 10.00 1 557 478 0 4 CHANNEL .0 425. .0080 50.0 .0 .016 .50 1 OVERFLOW 18.0 425. .0080 .0 10.0 .040 5.00 501 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 503 S80 0 4 CHANNEL .0 850. .0160 50.0 50.0 .016 .50 1 OVERFLOW 40.0 850. .0160 10.0 10.0 .040 5.00 580 475 0 4 CHANNEL .0 900. .0060 50.0 50.0 .016 .50 1 OVERFLOW 40.0 900. .0060 10.0 10.0 .040 5.00 502 475 0 4 CHANNEL .0 930. .0120 50.0 50.0 .016 .50 1 OVERFLOW 40.0 930. .0120 10.0 10.0 .040 5.00 475 510 0 3 .0 1. .0010 .0 .0 .001 10.00 1 510 0 0 4 CHANNEL .0 700. .0190 30.0 30.0 .020 .50 1 OVERFLOW .0 700. .0190 30.0 30.0 .040 5.00 413 303 0 3 .0 1. .0010 .0 .0 .001 10.00 1 303 310 0 2 PIPE 2.0 730. .0120 .0 .0 .013 2.00 1 391 311 0 3 .0 1. .0010 .0 .0 .001 1D.00 1 50B 597 0 4 CHANNEL .0 660. .0170 50.0 .0 .016 .50 1 OVERFLOW 20.0 660. .0170 .0 10.0 .040 5.00 597 472 0 4 CHANNEL .0 670. .0150 50.0 50.0 .016 .50 1 OVERFLOW 40.0 670. .0150 10.0 10.0 .040 5.00 472 305 3 3 .0 1. .0010 .0 .0 .001 10.00 306 DIVERSION TO GUTTER NUMBER 306 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 170.000 170.0 500.000 170.0 305 511 0 3 .0 1. .0010 .0 .0 .001 10.00 0 306 310 0 3 .0 1. .0010 .0 .0 .001 10.00 0 310 312 0 1 CHANNEL 5.0 240. .0080 .0 .0 .015 4.00 1 311 312 0 2 PIPE 2.0 510. .0040 .0 .0 .015 2.00 1 312 313 0 1 CHANNEL 6.0 460. .0040 .0 .0 .015 4.00 1 313 318 0 1 CHANNEL 6.0 990. .0060 .0 .0 .015 4.00 1 511 473 0 4 CHANNEL .D 730. .0050 50.0 50.0 .016 .50 1 OVERFLOW 40.0 730. .0050 10.0 10.0 .040 5.00 473 469 4 3 .0 1. .0010 .0 .0 .001 10.00 470 DIVERSION TO GUTTER NUMBER 470 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 32.500 19.3 67.300 26.7 214.800 78.6 469 598 0 3 .0 1. .0010 .0 .0 .001 10.00 1 470 578 0 3 .0 1. .0010 .0 .0 .001 10.00 1 578 630 0 4 CHANNEL .0 500. .0030 50.0 50.0 .016 .50 1 OVERFLOW 30.0 500. .0030 10.0 10.0 .040 5.00 598 474 0 4 CHANNEL .0 1010. .0070 50.0 50.0 .016 .50 1 OVERFLOW 50.0 1010. .0070 10.0 10.0 .040 5.00 474 315 3 3 .0 1. .0010 .0 .0 .001 10.00 316 DIVERSION TO GUTTER NUMBER 316 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 99.9 500.000 100.0 315 549 0 3 .0 1. .0010 .0 .0 .001 10.00 0 316 318 0 3 .0 1. .0010 .0 .0 .001 10.00 0 318 459 0 1 CHANNEL 7.0 790. .0072 .0 .0 .015 4.00 1 549 471 0 4 CHANNEL .0 500. .0070 50.0 50.0 .016 .50 1 - OVERFLOW 50.0 500. .0070 10.0 10.0 .040 5.00 471 548 0 4 CHANNEL .0 210. .0040 50.0 50.0 .016 .50 1 OVERFLOW 50.0 210. .0040 10.0 10.0 .040 5.00 548 643 0 3 .0 1. .0010 .0 .0 .001 10.00 1 550 0 0 4 CHANNEL .0 1100. .0120 30.0 30.0 .020 .50 1 OVERFLOW 50.0 1100. .0120 30.0 30.0 .040 5.00 630 631 3 3 .0 1. .0010 .0 .0 .001 10.00 632 DIVERSION TO GUTTER NUMBER 632 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 60.000 60.0 500.000 60.0 631 596 0 3 .0 1. .0010 .0 .0 .001 10.00 1 632 633 0 3 .0 1. .0010 .0 .0 .001 10.00 1 596 468 0 4 CHANNEL .0 500. .0340 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0340 10.0 10.0 .040 5.00 468 544 0 3 .0 1. .0010 .0 .0 .001 10.00 1 544 482 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 5.00 482 483 6 3 .0 1. .0010 .0 .0 .001 10.00 484 DIVERSION TO GUTTER NUMBER 484 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 34.000 11.3 46.000 15.3 181.000 34.7 200.000 36.3 260.000 40.0 483 563 0 3 .0 1. .0010 .0 .0 .001 10.00 1 484 529 0 3 .0 1. .0010 .0 .0 .001 10.00 1 563 564 6 3 .0 1. .0010 .0 .0 .001 10.00 565 DIVERSION TO GUTTER NUMBER 565 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 22.700 21.0 30.700 26.6 146.300 68.8 163.700 72.0 220.000 81.5 564 545 0 3 .0 1. .0010 .0 .0 .001 10.00 1 i 1 Page 14 of38 1 1 1 1 1 565 530 0 3 .0 1. .0010 .0 .01 .001 10.00 1 545 491 0 4 CHANNEL .0 500. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0070 10.0 10.0 .040 5.00 529 474 0 4 CHANNEL .0 500. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0020 10.0 10.0 .040 5.00 530 488 0 4 CHANNEL .0 650. .0010 50.0 50.0 .016 .50 1 OVERFLOW 60.0 650. .0010 10.0 10.0 .040 5.00 491 492 4 3 .0 1. .0010 .0 .0 .001 10.00 493 DIVERSION TO GUTTER NUMBER 493 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 41.B00 18.6 89.700 41.9 269.600 90.0 492 494 0 3 .0 1. .0010 .0 .0 .001 10.00 1 493 497 0 3 .0 1. .0010 .0 .0 .001 10.00 1 494 495 4 3 .0 1. .0010 .0 .0 .001 10.00 499 DIVERSION TO GUTTER NUMBER 499 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 23.200 23.2 47.800 39.7 179.600 66.4 495 456 0 3 .0 1. .0010 .0 .0 .001 10.00 1 499 498 0 3 .0 1. .0010 .0 . .0 .001 10.00 1 497 471 0 4 CHANNEL .0 500. .0020 50.0 50.0 .016 .50 1 OVERFLOW 50.0 500. .0020 10.0 10.0 .040 5.00 498 466 0 4 CHANNEL .0 680. .0020 50.0 50.0 .016 .50 1 OVERFLOW 60.0 680. .0020 10.0 10.0 .040 5.00 456 447 0 4 CHANNEL .0 260. .0070 50.0 50.0 .016 .50 1 OVERFLOW 60.0 260. .0070 10.0 10.0 .040 5.00 466 542 3 3 .0 1. .0010 .0 .0 .001 10.00 543 ' DIVERSION TO GUTTER NUMBER 543 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 100.000 100.0 500.000 100.0 542 455 0 3 .0 1. .0010 .0 .0 .001 10.00 1 543 300 0 3 .0 1. .0010 .0 .0 .001 10.00 1 300 457 0 1 CHANNEL 20.0 320. .0030 .0 .0 .015 3.50 1 633 313 0 2 PIPE 4.0 510. .0020 .0 .0 .013 4.00 1 547 675 0 4 CHANNEL .0 650. .0040 50.0 50.0 .016 .50 1 OVERFLOW 60.0 650. .0040 10.0 10.0 .040 5.00 643 644 6 3 .0 1. .0010 .0 .0 .001 10.00 645 DIVERSION TO GUTTER NUMBER 645 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 177.200 .0 208.800 .2 266.900 2.3 325.400 7.4 377.400 25.6 644 459 0 3 .0 1. .0010 .0 .0 .001 10.00 1 645 646 0 3 .0 1. .0010 .0 .0 .001 10.00 1 646 647 7 3 .0 1. .0010 .0 .0 .001 10.00 648 DIVERSION TO GUTTER NUMBER 648 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 .200 .0 2.300 .4 7.400 1.8 25.600 15.1 64.500 41.4 118.500 77.1 647 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 648 649 0 3 .0 1. .0010 .0 .0 .001 10.00 1 649 675 0 4 CHANNEL .0 775. .0110 50.0 50.0 .016 .50 1 OVERFLOW 60.0 775. .0110 10.0 10.0 .040 5.00 455 406 0 4 CHANNEL .0 320. .0030 50.0 50.0 .016 .50 1 OVERFLOW 60.0 320. .0030 10.0 10.0 .040 5.00 406 407 3 3 .0 1. .0010 .0 .0 .001 10.00 408 DIVERSION TO GUTTER NUMBER 408 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 727.000 .0 1727.000 1000.0 407 457 0 3 .0 1. .0010 .0 .0 .001 10.00 1 408 446 0 3 .0 1. .0010 .0 .0 .001 10.00 1 946 547 0 4 CHANNEL .0 1125. .0050 50.0 50.0 .016 .50 1 OVERFLOW 60.0 1125. .0050 10.0 10.0 .040 5.00 457 458 0 2 PIPE 16.0 728. .0030 .0 .0 .015 16.00 1 447 458 0 3 .0 1. .0010 .0 .0 .001 10.00 1 458 459 0 2 PIPE 16.0 530. .0130 .0 .0 .015 16.00 1 459 0 0 2 PIPE 20.0 344. .0030 .0 .0 .015 20.00 1 B51 852 8 3 .0 1. .0010 .0 .0 .001 10.00 853 DIVERSION TO GUTTER NUMBER 853 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 6.700 .0 34. 200 2.7 123.900 30.5 261.500 87.2 468:700 175.3 857.800 321.9 1160.500 527.2 852 536 0 3 .0 1. .0010 .0 .0 .001 10.00 1 853 854 0 3 .0 1. .0010 .0 .0 .001 10.00 1 854 850 0 4 CHANNEL .0 400. .0130 50.0 .0 .016 .50 1 OVERFLOW 30.0 400. .0130 .0 10.0 .040 5.00 855 869 0 4 CHANNEL .0 400. .0100 50.0 50.0 .016 .50 1 OVERFLOW 60.0 400. .0100 10.0 10.0 .040 5.00 421 402 0 3 .0 1. .0010 .0 .0 .001 10.00 1 422 428 6 3 .0 1. .0010 .0 .0 .001 10.00 445 DIVERSION TO GUTTER NUMBER 445 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.000 .1 51.400 .2 250.000 23.2 275.000 29.3 290.000 33.8 428 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 445 401 0 3 .0 1. .0010 .0 .0 .001 10.00 1 860 861 14 3 .0 1. .0010 .0 .0 .001 10.00 862 DIVERSION TO GUTTER NUMBER 862 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 11.200 1.2 40.500 7.9 89.500 23.3 159.400 50.1 255.000 90.9 393.400 160.6 496.100 205.7 609.500 261.4 730.400 324.5 858.000 394.4 991.900 470.5 1156.200 552.4 1519.300 732.3 861 420 0 3 .0 1. .0010 .0 .0 .001 10.00 1 862 B55 0 3 .0 1. .0010 .0 .0 .001 10.00 1 400 422 0 4 CHANNEL .0 540. .0030 50.0 50.0 .016 .60 1 OVERFLOW 60.0 540. .0030 10.0 10.0 .040 10.00 401 614 0 4 CHANNEL .0 470. .0030 50.0 50.0 .016 .60 1 OVERFLOW 60.0 470. .0030 10.0 10.0 .040 10.00 402 962 0 4 CHANNEL .0 450. .0070 50.0 50.0 .016 .60 1 OVERFLOW 60.0 450. .0070 10.0 10.0 .040 10.00 405 '409 0 3 .0 1. .0010 .0 .0 .001 10.00 1 409 968 0 4 CHANNEL .0 470. .0090 50.0 50.0 .016 .60 1 OVERFLOW 60.0 470. .0090 10.0 10.0 .040 10.00 452 422 0 4 CHANNEL .0 720. .0070 50.0 50.0 .016 .60 1 OVERFLOW 100.0 720. .0070 10.0 10.0 .040 10.00 453 421 0 4 CHANNEL .0 200. .0100 50.0 50.0 .016 .60 1 OVERFLOW 60.0 200. .0100 10.0 10.0 .040 10.00 063 864 9 3 .0 1. .0010 .0 .0 .001 10.00 865 [I 1 Page 15 of 38 1 1 I DIVERSION TO GUTTER NUMBER 865 - TOTAL Q VS DIVERTED Q IN CF5 .000 .0 60.000 .0 110.000 2.2 200.000 13.0 300.000 33.3 500.000 85.0 596.000 111.7 650.000 130.1 864 1401 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 453 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 20.000 10.0 100.000 50.0 1401 962 0 4 CHANNEL .0 650. .0100 50.0 50.0 .Olf OVERFLOW 60.0 650. .0100 10.0 10.0 .04( 865 489 0 3 .0 1. .0010 .0 .0 .001 489 962 0 4 CHANNEL .0 840. .0050 50.0 .0 .02( OVERFLOW 40.0 840. .0050 .0 10.0 .04C 601 896 0 4 CHANNEL .0 700. .0060 50.0 50.0 .01E OVERFLOW 60.0 700. .006O 10.0 10.0 .04C 603 615 9 2 PIPE .0 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 .100 3.9 .290 56.8 .4BO 155.1 .670 295.8 1.050 729.7 1.240 1013.9 1.430 1326.6 614 612 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 613 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 273.000 273.0 1000.000 273.0 612 0 0 3 .0 1. .0010 .0 .0 .001 613 959 0 3 .0 1. .0010 .0 .0 .001 615 616 4 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 617 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 22.000 16.1 205.100 75.1 1046.200 394.7 616 621 0 3 .0 1. .0010 .0 .0 .001 617 672 0 3 .0 1. .0010 .0 .0 .001 618 619 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 620 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 15.400 11.4 131.300 32.8 438.200 181.4 525.400 225.6 619 641 0 3 .0 1. .0010 .0 .0 .001 620 642 0 3 .0 1. .0010 .0 .0 .001 621 622 4 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 623 - TOTAL Q VS DIVERTED Q IN CIS .000 .0 5.900 .0 130.000 41.6 651.500 297.0 622 782 0 3 .0 1. .0010 .0 .0 .001 623 948 0 3 .0 1. .0010 .0 .0 .001 637 638 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 639 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 35.200 35.2 154.400 131.4 424.600 269.4 449.500 279.7 638 805 0 3 .0 1. .0010 .0 .0 .001 639 812 0 3 .0 1. .0010 .0 .0 .001 640 948 0 4 CHANNEL .0 500. .0110 50.0 50.0 .016 OVERFLOW 60.0 500. .0110 10.0 10.0 .040 641 709 0 4 CHANNEL .0 _ 850. .0080 50.0 50.0 .016 OVERFLOW- 60.0 850. .0080 10.0 10.0 .040 642 893 0 4 CHANNEL .0 500. .0050 50.0 50.0 .016 OVERFLOW 60.0 500. .0050 10.0 10.0 .040 670 896 0 4 CHANNEL .0 500. .0050 50.0 50.0 .016 OVERFLOW 60.0 500. .0050 10.0 10.0 .040 671 611 0 4 CHANNEL .0 700. .0040 50.0 50.0 .016 OVERFLOW 60.0 700. .0040 10.0 10.0 .040 672 624 0 4 CHANNEL .0 600. .0040 50.0 50.0 .016 OVERFLOW 60.0 600. .0040 10.0 10.0 .040 624 625 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 626 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 . 18.100 11.8 39.400 20.6 159.200 72.3 175.100 74.0 625 627 0 3 .0 1. .0010 .0 .0 .001 626 712 0 3 .0 1. .0010 .0 .0 .001 627 628 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 629 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 6.400 5.8 18.900 14.8 102.500 86.4 118.300 96.7 628 702 0 3 .0 1. .0010 .0 .0 .001 629 711 0 3 .0 1. .0010 .0 .0 .001 702 713 0 4 CHANNEL .0 1000. .0060 50.0 50.0 .016 OVERFLOW 60.0 1000. .0060 10.0 10.0 .040 675 0 0 3 .0 1. .0010 .0 .0 .001 701 918 0 4 CHANNEL .0 750. .0100 50.0 50.0 .016 OVERFLOW 60.0 750. .0100 10.0 10.0 .040 708 778 0 4 CHANNEL .0 750. .0050 50.0 50.0 .016 OVERFLOW 60.0 750. .0050 10.0 10.0 .040 709 541 0 4 CHANNEL .0 645. .0060 50.0 50.0 .016 OVERFLOW 60.0 645. .0060 10.0 10.0 .040 541 570 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 577 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 150.0 1000.000 150.0 570 729 0 3 .0 1. .0010 .0 .0 .001 577 763 0 3 .0 1. .0010 .0 .0 .oDl 763 927 0 2 PIPE 5.0 1130. .0050 .0 .0 .013 729 724 0 4 CHANNEL .0 455. .0060 50.0 50.0 .016 OVERFLOW 60.0 455. .0060 10.0 10.0 .040 711 783 0 4 CHANNEL .0 600. .0070 50.0 50.0 .016 OVERFLOW 60.0 600. .0070 10.0 10.0 .040 712 637 0 4 CHANNEL .0 500. .0020 50.0 50.0 .016 OVERFLOW 60.0 500. .0020 10.0 10.0 .040 724 725 5 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 726 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 42. 500 42.4 89.700 85.8 301.000 206.4 331.100 231.2 725 0 0 3 .0 1. .0010 .0 .0 .001 726 769 0 3 .0 1. .0010 .0 .0 .001 769 634 0 4 CHANNEL .0 750. .0050 50.0 50.0 .016 OVERFLOW 60.0 750. .0050 10.0 10.0 .040 760 765 0 4 CHANNEL .0 750. .0030 50.0 50.0 .016 OVERFLOW 60.0 750. .0030 10.0 10.0 .040 773 765 2 2 PIPE .0 1. .0010 .0 .0 .001 400.000 58.9 10.00 453 .60 1 10.00 10.00 1 .50 1 5.00 .60 1 10.00 .00 0 .860 479.3 10.00 613 10.00 1 10.00 1 10.00 617 10.00 1 10.00 1 10.00 620 10.00 1 10.00 1 10.00 623 10.00 1 10.00 1 10.00 639 10.00 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10.00 .60 10.00 10.00 10.00 10.00 10.00 10.00 10.00 .60 10.00 10.00 .60 10.00 .60 10.00 .60 10.00 10.00 10.00 10.00 5.00 .60 10.00 .60 10.00 .60 10.00 10.00 10.00 10.00 .60 10.00 .60 10.00 .00 0 0 1 1 1 1 1 1 626 0 0 629 0 0 1 1 1 1 1 577 1 1 1 1 1 1 726 I 1 0 1 Page 16 of 38 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .000 .0 2.350 16.3 778 724 0 4 CHANNEL .0 800. .0030 50.0 50.0 .016 .60 1 OVERFLOW 60.0 800. .0030 10.0 10.0 .040 10.00 781 701 0 4 CHANNEL .0 750. .0130 50.0 50.0 .016 .60 1 OVERFLOW 60.0 750. .0130 10.0 10.0 .040 10.00 782 840 0 4 CHANNEL .0 500. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0080 10.0 10.0 .040 10.00 791 627 0 4 CHANNEL .0 600. .0010 50.0 50.0 .016 .60 1 OVERFLOW 60.0 600. .0010 10.0 10.0 .040 10.00 793 634 0 4 CHANNEL .0 450. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 450. .0040 10.0 10.0 .040 10.00 801 676 0 4 CHANNEL .0 550. .0080 50.0 50.0 .016 .60 1 OVERFLOW 60.0 550. .0080 10.0 10.0 .040 10.00 676 677 3 3 .0 1. .0010 .0 .0 .001 10.00 678 DIVERSION TO GUTTER NUMBER 678 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 50.000 50.0 1000.000 50.0 677 793 0 3 .0 1. .0010 .0 .0 .001 10.00 1 678 302 0 3 .0 1. .0010 .0 .0 .001 10.00 1 302 927 0 2 PIPE 4.0 260. .0060 .0 .0 .013 4.00 1 812 783 0 4 CHANNEL .0 500. .0100 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0100 10.0 10.0 .040 10.00 840 841 5 3 .0 1. .0010 .0 .0 .001 10.00 842 DIVERSION TO GUTTER NUMBER 842 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 5. 600 .0 87.500 .0 357.000 222.2 383.500 246.1 841 640 0 3 .0 1. .0010 .0 .0 .001 10.00 1 842 843 0 3 .0 1. .0010 .0 .0 .001 10.00 1 843 844 3 3 .0 1. .0010 .0 .0 .001 10.00 645 DIVERSION TO GUTTER NUMBER 845 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 222.200 64.0 246.100 78.5 844 781 0 3 .0 1. .0010 .0 .0 .001 10.00 1 845 791 0 3 .0 1. .0010 .0 .0 .001 10.00 1 857 611 0 4 CHANNEL .0 900. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 900. .0040 10.0 10.0 .040 10.00 611 614 0 3 .0 1. .0010 .0 .0 .001 10.00 1 966 970 3 3 .0 1. .0010 .0 .0 .001 10.00 971 DIVERSION TO GUTTER NUMBER 971 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 379.000 .0 600.000 221.0 970 903 0 3 .0 1. .0010 .0 .0 .001 10.00 1 971 973 0 3 .0 1. .0010 .0 .0 .001 10.00 1 973 975 3 3 .0 1. .0010 .0 .0 .001 10.00 977 DIVERSION TO GUTTER NUMBER 977 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 25.000 .0 100.000 75.0 975 967 0 3 .0 1. .0010 .0 .0 .001 10.00 1 977 774 0 3 .0 1. .0010 .0 .0 .001 10.00 1 967 789 0 3 .0 1. .0010 .0 .0 .001 10.00 1 789 790 3 3 .0 1. .0010 .0 .0 .001. 10.00 792 DIVERSION TO GUTTER NUMBER 792 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 405.000 405.0 1000.000 405.0 790 774 0 3 .0 1. .0010 .0 .0 .001 10.00 1 792 958 0 3 .0 1. .0010 .0 .0 .001 10.00 1 774 705 0 4 CHANNEL .0 350. .0060 50.0 50.0 .016 .60 1 OVERFLOW 60.0 350. .0060 10.0 10.0 .040 10.00 705 706 3 3 .0 1. .0010 .0 .0 .001 10.00 707 DIVERSION TO GUTTER NUMBER 707 - TOTAL 0 VS DIVERTED Q IN CPS .000 .0 134.000 .0 300.000 166.0 706 912 0 3 .0 1. .0010 .0 .0 .001 10.00 1 707 775 0 3 .0 1. .0010 .0 .0 .001 10.00 1 912 984 0 3 .0 1. .0010 .0 .0 .001 10.00 I 984 985 3 3 .0 1. .0010 .0 .0 .001 10.00 986 DIVERSION TO GUTTER NUMBER 986 - TOTAL Q VS DIVERTED Q IN CPS ' .000 .0 407.000 407.0 1000.000 407.0 985 775 0 3 .0 1. .0010 .0 .0 .001 10.00 1 986 957 0 3 .0 1. .0010 .0 .0 .001 10.00 1 775 704 0 4 CHANNEL .0 400. .0050 50.0 50.0 .016 .60 1 OVERFLOW 60.0 400. .0050 10.0 10.0 .040 10.00 704 987 3 3 .0 1. .0010 .0 .0 .001 10.00 988 DIVERSION TO GUTTER NUMBER 988 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 65.000 .0 200.000 135.0 987 929 0 3 .0 1. .0010 .0 .0 .001 10.00 1 988 776 0 3 .0 1. .0010 .0 .0 .001 10.00 1 929 989 0 3 .0 1. .0010 .0 .0 .001 10.00 1 989 990 3 3 .0 1. .0010 .0 .0 .001 10.00 991 DIVERSION TO GUTTER NUMBER 991 - TOTAL Q VS DIVERTED 0 IN CFS .000 .0 409.000 409.0 1000.000 409.0 990 776 0 3 .0 1. .0010 .0 .0 .001 10.00 1 991 956 0 3 .0 1. .0010 .0 .0 .001 10.00 1 776 795 0 4 CHANNEL .0 300. .0030 50.0 50.0 .016 .60 1 OVERFLOW 60.0 300. .0030 10.0 10.0 .040 10.00 795 796 3 3 .0 1. .0010 .0 .0 .001 10.00 797 DIVERSION TO GUTTER NUMBER 797 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 90.000 .0 200.000 110.0 796 960 0 3 .0 1. .0010 .0 .0 .001 10.00 1 797 777 0 3 .0 1. .0010 .0 .0 .001 10.00 1 960 992 0 3 .0 1. .0010 .0 .0 .001 10.00 1 992 993 3 3 .0 1. .0010 .0 .0 .001 10.00 994 DIVERSION TO GUTTER NUMBER 994 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 409.000 409.0 1000.000 409.0 993 777 0 3 .0 1. .0010 .0 .0 .001 10.00 1 994 955 0 3 .0 1. .0010 .0 .0 .001 10.00 1 777 995 0 4 CHANNEL .0 300. .0010 50.0 50.0 .016 .60 1 OVERFLOW 60.0 300. .0010 10.0 10.0 .040 10.00 995 996 3 3 .0 1. .0010 .0 .0 .001 10.00 997 DIVERSION TO GUTTER NUMBER 997 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 48.000 .0 300.000 252.0 Page 17 of38 1 1 0 L r I 996 961 0 3 .0 1. .0010 .0 .01 .001 10.00 1 997 779 0 3 .0 1. .0010 .0 .0 .001 10.00 1 961 972 0 3 .0 1. .0010 .0 .0 .001 10.00 1 972 974 3 3 .0 1. .0010 .0 .0 .001 10.00 976 DIVERSION TO GUTTER NUMBER 976 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 423.000 423.0 1000.000 423.0 974 779 0 3 .0 1. .0010 .0 .0 .001 10.00 1 976 954 0 3 .0 1. .0010 .0 .0 .001 10.00 1 779 703 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 10.00 703 695 3 3 .0 1. .0010 .0 .0 .001 10.00 696 DIVERSION TO GUTTER NUMBER 696 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 226.000 .0 500.000 274.0 695 969 0 3 .0 1. .0010 .0 .0 .001 10.00 1 696 780 0 3 .0 1. .0010 .0 .0 .001 10.00 1 969 770 0 3 .0 1. .0010 .0 .0 .001 10.00 1 770 771 3 3 .0 1. .0010 .0 .0 .001 10.00 772 DIVERSION TO GUTTER NUMBER 772 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 558.000 .0 1000.000 442.0 771 953 0 3 .0 1. .0010 .0 .0 .001 10.00 1 772 780 0 3 .0 1. .0010 .0 .0 .001 10.00 1 780 703 0 4 CHANNEL .0 480. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 480. .0040 10.0 10.0 .040 10.00 783 784 3 3 ,0 1. .0010 .0 .0 .001 10.00 785 DIVERSION TO GUTTER NUMBER 785 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 229.000 .0 600.000 371.0 784 808 0 3 .0 1. .0010 .0 .0 .001 10.00 1 785 700 0 3 .0 1. .0010 .0 .0 .001 10.00 1 808 786 0 3 .0 1. .0010 .0 .0 .001 10.00 1 786 787 3 3 .0 1. .0010 .0 .0 .001 10.00 788 DIVERSION TO GUTTER NUMBER 780 - TOTAL 0 VS DIVERTED Q IN CPS .000 .0 680.000 680.0 2000.000 680.0 787 700 0 3 .0 1. .0010 .0 .0 .001 10.00 1 788 908 0 3 .0 1. .0010 .0 .0 .001 10.00 1 700 713 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 10.00 713 714 3 3 .0 1. .0010 .0 .0 .001 10.00 715 DIVERSION TO GUTTER NUMBER 715 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 47.000 .0 200.000 153.0 714 856 0 3 .0 1. .0010 .0 .0 .001 10. 00 1 715 723 0 3 .0 1. .0010 .0 .0 .001 10.00 1 856 716 0 3 .0 1. .0010 .0 .0 .001 10.00 1 716 717 3 3 .0 1. .0010 .0 .0 .001 10.00 718 DIVERSION TO GUTTER NUMBER 718 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 699.000 689.0 2000.000. 689.0 717 723 0 3 .0 1. .0010 .0 .0 .001 10.00 1 718 913 0 3 .0 1. .0010 .0 .0 .001 10.00 1 723 719 0 4 CHANNEL .0 500. .0040 50.0 50.0 .016 .60 1 OVERFLOW 60.0 500. .0040 10.0 10.0 .040 10.00 719 720 3 3 .0 1. .0010 .0 .0 .001 10.00 721 DIVERSION TO GUTTER NUMBER 721 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 81.000 .0 300.000 219.0 720 888 0 3 .0 1. .0010 .0 .0 .001 10.00 1 721 722 0 3 .0 1. .0010 .0 .0 .001 10.00 1 8BB 794 0 3 .0 1. .0010 .0 .0 .001 10.00 1 794 798 3 3 .0 1. .0010 .0 .0 .001 10.00 799 DIVERSION TO GUTTER NUMBER 799 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 769.000 768.0 2000.000 76B.0 798 722 0 3 .0 1. .0010 .0 .0 .001 10.00 1 799 914 0 3 .0 1. .0010 .0 .0 .001 10.00 1 722 710 0 4 CHANNEL .0 880. .0010 50.0 50.0 .016 .60 1 OVERFLOW 60.0 880. .0010 10.0 10.0 .040 10.00 710 755 3 3 .0 1. .0010 .0 .0 .001 10.00 756 DIVERSION TO GUTTER NUMBER 756 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 85.000 .0 300.000 215.0 755 890 0 3 .0 1. .0010 .0 .0 .001 10.00 1 756 806 0 3 .0 1. .0010 .0 .0 .001 10.00 1 890 980 0 3 .0 1. .0010 .0 .0 .001 '10.00 1 980 998 3 3 .0 1. .0010 .0 .0 .001 10.00 999 DIVERSION TO GUTTER NUMBER 999 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 773.000 773.0 2000.000 773.0 998 806 0 3 .0 1. .0010 .0 .0 .001 10.00 1 999 904 0 3 .0 1. .0010 .0 .0 .001 10.00 1 806 757 0 4 CHANNEL .0 850. .0120 50.0 50.0 .016 .60 1 OVERFLOW 60.0 850. .0120 10.0 10.0 .040 10.00 761 757 0 4 CHANNEL .0 1500. .0080 50.0 50.0 .016 .60 1 OVERFLOW 40.0 1500. .0080 10.0 10.0 .040 10.00 757 758 3 3 .0 1. .0010 .0 .0 .001 10.00 759 DIVERSION TO GUTTER NUMBER 759 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 145.000 .0 300.000 155.0 758 606 0 3 .0 1. .0010 .0 .0 .001 10.00 1 759 807 0 3 .0 1. .0010 .0 .0 .001 10.00 1 606 599 0 3 .0 1. .0010 .0 .0 .001 10.00 1 599 600 3 3 .0 1. .0010 .0 .0 .001 10.00 602 DIVERSION TO GUTTER NUMBER 602 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 935.000 .0 2000.000 1065.0 600 906 0 3 .0 1. .0010 .0 .0 .001 10.00 1 602 807 0 3 .0 1. .0010 .0 .0 .001 10.00 1 768 607 0 3 .0 1. .0010 .0 .0 .001 10.00 1 607 608 3 3 .0 1. .0010 .0 .0 .001 10.00 609 DIVERSION TO GUTTER NUMBER 609 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 943.000 .0 2000.000 1057.0 608 910 0 3 .0 1. .0010 .0 .0 .001 10.00 1 609 762 0 3 .0 1. .0010 .0 .0 .001 10.00 1 807 634 0 4 CHANNEL .0 860. .0050 50.0 50.0 .016 .60 1 1 Page 18 of38 OVERFLOW 40.0 860. .0050 10.0 10.0, .040 10.00 805 995 0 4 CHANNEL .0 470. .0130 50.0 50.0 .016 .60 1 OVERFLOW 60.0 470. .0130 10.0 10.0 .040 10.00 903 967 0 2 PIPE 6.5 170. .0060 .0 .0 .013 6.50 1 ' 958 912 0 2 PIPE 7.0 268. .0060 .0 .0 .013 7.00 1 957 929 0 2 PIPE 7.0 463. .0060 .0 .0 .013 7.00 1 956 960 0 2 PIPE 7.5 300. .0030 .0 .0 .013 7.50 1 955 961 0 2 PIPE 8.0 300. .0020 .0 .0 .013 8.00 1 954 953 907 969 907 808 0 0 0 2 2 2 PIPE PIPE PIPE 8.0 430. 16.0 248. .0020 .0100 .0 .0 .0 .0 .013 .013 8.00 16.00 1 1 908 856 0 2 PIPE 9.0 295. 10.0 501. .0020 .0020 .0 .0 .0 .0 .013 .013 9.00 10.00 1 1 913 888 0 2 PIPE 10.0 458. .0020 .0 .0 .013 10.00 1 914 915 0 2 PIPE 10.0 480. .0030 .0 .0 .013 10.00 1 915 890 0 2 PIPE 10.0 528. .0030 .0 .0 10.00 1 904 606 0 2 PIPE 10.0 757. .0090 .0 .0 .013 .013 10.00 1 ' 906 909 0 2 PIPE 10.0 483. .0050 .0 .0 .013 10.00 1 909 768 0 2 PIPE 10.0 423. .0100 .0 .0 .013 10.00 1 910 0 0 2 PIPE 10.0 387. .0110 .0 .0 .013 10.00 1 918 919 3 3 .0 1. .0010 .0 .0 .001 10.00 920 DIVERSION TO GUTTER NUMBER 920 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 35.000 35.0 1000.000 35.0 ' 919 801 0 3 .0 1. .0010 .0 .0 .001 10.00 1 920 921 0 3 .0 1. .0010 .0 .0 .001 10.00 1 921 302 0 2 PIPE 4.0 540. .0060 .0 .0 .013 4.00 1 634 635 3 3 .0 1. .0010 .0 .0 .001 10.00 636 DIVERSION TO GUTTER NUMBER 636 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 40.000 40.0 1000.000 40.0 ' 635 727 0 3 .0 1. .0010 .0 .0 .001 10.00 1 636 927 0 3 .0 1. .0010 .0 .0 .001 10.00 1 727 762 0 3 .0 1. .0010 .0 .0 .001 10.00 1 762 765 0 3 .0 1. .0010 .0 .0 .001 10.00 1 765 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 927 941 0 942 0 3 2 3 PIPE 4.0 250. .0 1. .0330 .0010 .0 .0 .0 .0 .013 .001 4.00 10.00 1 943 ' DIVERSION TO GUTTER NUMBER 943 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 43.000 .0 2043.000 2000.0 942 944 0 3 .0 1. .0010 .0 .0 .001 10.00 1 943 603 0 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 944 945 946 945 946 947 O 0 0 2 2 2 PIPE PIPE PIPE 4.0 600. 4.0 500. 4.0 .0060 .0060 .0 .0 .0 .0 .013 .013 4.00 4.00 1 1 947 191 0 2 PIPE 500. 4.0 500. .0080 .0080 .0 .0 .0 .0 .013 .013 4.00 4.00 1 1 951 952 0 2 PIPE 4.5 500. .0060 .0 .0 .013 4.50 1 952 938 0 2 PIPE 5.5 500. .0040 .0 .0 .013 5.50 1 959 0 0 2 PIPE 4.0 500. .0400 .0 .0 .013 4.00 1 965 0 0 2 PIPE 2.5 730. .0140 .0 .0 .013 2.50 1 ' 800 802 3 3 .0 1. .0010 .0 .0 .001 10.00 803 DIVERSION TO GUTTER NUMBER 803 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 107.000 .0 500.000 393.0 802 900 0 3 .0 1. .0010 .0 .0 .001 10.00 1 803 537 0 3 .0 1. .0010 .0 .0 .001 10.00 1 900 901 0 2 PIPE 4.0 465. .0190 .0 .0 .013 4.00 1 901 902 0 2 PIPE 6.5 335. .0100 .0 .0 .013 6.50 1 804 809 3 3 .0 1. .0010 .0 .0 .001 10.00 810 DIVERSION TO GUTTER NUMBER 810 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 53.000 .0 200.000 147.0 809 902 0 3 .0 1. .0010 .0 .0 .001 10.00 1 810 902 860 916 0 0 3 2 PIPE .0 1. 7.0 279. .0010 .0060 .0 .0 .0 .0 .001 .013 10.00 7.00 1 1 ' 846 847 3 3 .0 1. .0010 .0 .0 .001 10.00 848 DIVERSION TO GUTTER NUMBER 84B - TOTAL Q VS DIVERTED Q IN CFS .000 .0 150.000 .0 400.000 250.0 847 916 0 3 .0 1. .0010 .0 .0 .001 10.00 1 848 916 111 935 0 0 3 2 PIPE .0 1. 7.0 341. .0010 .0080 .0 .0 .0 .0 .001 .013 10.00 7.00 1 1 811 839 3 3 .0 1. .0010 .0 .0 .001 10.00 849 DIVERSION TO GUTTER NUMBER 849 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 265.000 .0 600.000 335.0 839 911 0 3 .0 1. .0010 .0 .0 .001 10.00 1 849 851 0 3 .0 1. .0010 .0 .0 10.00 1 911 917 0 2 PIPE 5.5 425. .0190 .0 .0 .001 .013 5.50 1 ' 850 866 3 3 .0 1. .0010 .0 .0 .001 10.00 867 DIVERSION TO GUTTER NUMBER 867 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 25.000 .0 200.000 175.0 866 917 0 3 .0 1. .0010 .0 .0 .001 10.00 1 B67 868 0 3 .0 1. .0010 .0 .0 .001 10.00 1 917 935 0 2 PIPE 6.0 487. .0120 .0 .0 .013 6.00 1 ' 868 601 0 4 CHANNEL .0 BID. .0140 50.0 50.0 .016 .50 1 OVERFLOW 60.0 810. .0140 10.0 10.0 .040 5.00 858 859 3 3 .0 1. .0010 .0 .0 .001 10.00 899 DIVERSION TO GUTTER NUMBER 899 - TOTAL 0 VS DIVERTED Q IN CFS .000 .0 17.000 .0 100.000 83.0 859 938 O 3 .0 1. .0010 .0 .0 .001 10.00 1 ' 899 0 0 3 .0 1. .0010 .0 .0 .001 10.00 1 869 881 3 3 .0 1. .0010 .0 .0 .001 10.00 889 DIVERSION TO GUTTER NUMBER 889 - TOTAL Q VS DIVERTED Q IN CFS .000 .0 82.000 .0 200.000 118.0 881 935 0 3 .0 1. .0010 .0 .0 .001 10.00 1 935 889 937 891 0 0 2 3 PIPE 8.0 406. .0 1. .0090 .0010 .0 .0 .0 .0 .013 .001 8.00 10.00 1 1 891 421 0 4 CHANNEL .0 500. .0050 50.0 50.0 .016 .50 1 OVERFLOW 60.0 500. .0050 10.0 10.0 .040 5.00 962 963 3 3 .0 1. .0010 .0 .0 .001 10.00 964 DIVERSION TO GUTTER NUMBER 964 - TOTAL 0 VS DIVERTED 0 IN CFS Page 19 of38 1 L 1 11 1 1 .000 .0 105.000 105.0 300.000 105.0 963 452 0 3 .0 1. .0010 964 403 0 3 .0 1. .0010 403 925 0 3 .0 1. .0010 925 926 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 928 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 116.000 .0 300.000 184.0 926 936 0 3 .0 1. .0010 928 452 0 3 .0 1. .0010 936 937 0 2 PIPE 4.0 425. .0150 892 893 0 4 CHANNEL .0 720. .0080 OVERFLOW 60.0 720. .0080 893 894 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 895 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 11.000 .0 300.000 289.0 894 191 0 3 .0 1. .0010 895 670 0 3 .0 1. .0010 948 949 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 950 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 17.000 .0 300.000 283.0 949 947 0 3 .0 1. .0010 950 618 0 3 .0 1. .0010 096 897 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 898 - TOTAL Q VS DIVERTED Q IN CPS .000 .0 190.000 190.0 500.000 190.0 897 671 0 3 .0 1. .0010 898 952 0 3 .0 1. .0010 937 938 0 2 PIPE 8.5 1104. .0090 938 0 0 2 PIPE 8.5 361. .0130 968 978 3 3 .0 1. .0010 DIVERSION TO GUTTER NUMBER 979 - TOTAL Q VS DIVERTED Q 1N CPS .000 .0 32.000 .0 200.000 160.0 978 965 0 3 .0 1. .0010 979 400 0 3 .0 1. .0010 381 71 18 3 .0 1. .0010 TIME IN HRS VS INFLOW IN CPS .000 .0 .180 .0 .370 48.3 .750 1.170 208.7 2.120 378.6 2.520 374.1 3.530 4.970 124.3 5.700 98.3 7.070 74.9 8.380 385 388 6 3 .0 1. .0010 TIME IN HRS VS INFLOW IN CPS .000 .0 .550 .0 .650 79.9 .670 TOTAL NUMBER OF GUTTERS/PIPES, 848 OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM FILE: OT100MPA3-NE..d. IN UPSTREAM MASTER PLAN COND'S Northern Engineering June 2008 ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 928 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 4.00 1 50.0 50.0 .016 .60 1 10.0 10.0 .040 10.00 .0 .0 .001 10.00 895 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 950 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 898 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .013 8.50 1 .0 .0 .013 8.50 1 .0 .0 .001 10.00 979 .0 .0 .001 10.00 1 .0 .0 .001 10.00 1 .0 .0 .001 10.00 -1 330.7 .780 328.0 .820 331.3 300.4 4.270 220.5 4.700 163.5 58.5 11.180 38.6 12.000 29.8 .0 .0 .001 10.00 -1 81.8 .700 76.7 .870 .0 GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 10.9 3 356 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 29.0 4 205 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 37.7 5 214 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 10. 6 6 7 321 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 a 0 0 0 0 7 0 0 0 0 0 5.6 8 9 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 1.8 48.2 9 124 0 0 0 0 0 0 0 0 0 9 a 0 0 0 0 0 0 0 0 41.9 10 208 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 53.8 11 217 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 12 221 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 3.2 13 12 220 0 0 a 0 0 0 0 0 13 0 0 0 0 0 0 0 0 a 4.5 14 13 32 33 369 375 496 0 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 9.9 508.5 15 22 371 0 0 0 a 0 0 0 0 15 24 0 0 0 0 0 0 0 0 447.9 16 23 26 224 0 0 0 0 0 0 0 16 17 0 0 0 0 0 0 0 0 439.3 18 29 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 15.0 19 20 21 338 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 387.2 20 215 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 1.2 21 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 1.7 22 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 23 0 0 0 a 0 0 0 0 0 1.0 25 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 2.4 26 27 28 30 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 0 3.9 27 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 20.5 28 352 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 2.3 29 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 0 3.2 30 353 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 2.7 10.3 32 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 1.9 33 232 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 13.0 34 35 37 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 0 24.6 35 36 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 6.1 36 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 3.7 37 38 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 9.5 38 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 3.7 39 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 7.1 40 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 9.1 41 362 0 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 13.0 42 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 2.9 44 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 4.6 45 299 0 0 0 0 0 0 0 0 0 0 0 2.8 0 0 45 0 0 0 0 0 0 0 0 0 76.7 Page 20 of 38 46 0 0 0 0 0 0 0 0 0 0 46 0 0 0 P 0 0 0 0 0 4.6 47 0 0 0 0 a 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 3.1 48 99 49 308 0 349 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8.5 4.5 50 294 309 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 11.3 51 342 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 99.4 53 51 333 0 0 0 0 0 0 0 0 52 53 0 a 0 0 a a 0 0 379.3 54 0 0 0 a 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 7.8 55 56 56 57 87 86 0 273 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 258.7 249.4 ' 57 254 0 0 0 0 0 a 0 0 0 57 0 0 0 0 0 0 0 0 0 38 .8 58 59 61 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 0 221. 59 255 322 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 a 56.5 60 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 1.9 61 272 0 0 0 0 0 0 0 0 0 61 0 0 0 0 a 0 0 0 0 153.3 62 63 65 0 0 a 0 0 0 0 0 62 0 0 0 0 a 0 0 0 0 11.4 ' 63 64 0 0 0 0 0 0 0 0 0 63 0 0 0 0 a 0 0 0 0 6.6 64 0 0 0 0 0 0 0 0 a 0 64 0 0 0 0 0 0 0 0 0 2.2 65 0 0 0 0 0 0 0 0 0 0 65 0 0 0 0 0 0 0 0 0 2.7 66 0 0 0 0 0 0 0 0 0 0 66 0 0 0 0 0 0 0 0 0 3.9 67 386 0 0 0 0 0 0 0 0 0 67 0 0 0 0 0 0 0 0 0 36.2 68 169 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 43.7 ' 69 171 0 0 0 0 0 0 0 0 0 69 0 0 0 0 0 a 0 0 0 36.4 71 381 0 0 0 0 0 0 0 0 0 71 0 0 0 0 0 0 0 0 a 8.8 72 0 0 0 0 0 0 0 0 0 0 72 0 0 0 0 0 a 0 0 0 3.7 73 0 0 0 0 0 0 0 0 0 0 73 0 0 0 0 0 0 0 0 0 4.7 74 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 0 9.3 75 0 0 0 0 0 0 0 0 0 0 75 0 0 0 0 0 0 0 0 0 2.9 ' 77 0 a a 0 0 0 0 0 0 0 77 78 0 0 a 0 0 0 0 0 14.0 79 387 0 a 0 0 0 0 0 0 a 79 0 0 0 0 0 0 0 0 0 22.0 80 0 0 0 0 0 0 0 0 0 0 80 0 0 0 0 0 0 0 0 0 5.1 81 249 0 0 0 0 0 0 0 0 0 81 0 0 0 0 0 0 0 0 0 48.1 82 269 0 0 0 0 0 0 0 0 0 B2 0 0 0 0 0 0 a 0 0 51.0 83 84 82 231 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 83 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53.5 77.0 85 0 0 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 14.6 86 0 0 0 a 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 0 5.7 87 0 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 0 3.4 88 50 344 357 0 0 0 0 0 0 0 88 0 0 0 0 0 0 0 0 0 91.2 B9 90 91 90 0 240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 89 90 91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13.5 6.3 92 277 a 0 0 0 0 0 0 0 0 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18.3 23.8 93 284 0 a 0 0 0 0 0 0 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0 0 0 0 0 0 0 0 0 549.7 994 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 .0 995 777 805 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 579.8 996 995 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 579.8 997 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 998 980 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 667.4 999 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 1401 864 0 0 0 0 0 0 0 0 0 1002 0 O 0 0 0 0 0 0 0 18.3 ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 196 TO GUTTER 109 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 202 TO GUTTER 182 COMP THROUGH DIVERSION WILL LAG ONE . TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE INGOT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 320 TO GUTTER 57 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 327 TO GUTTER 215 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 328 TO GUTTER 206 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 357 TO GUTTER 209 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 389 TO GUTTER 217 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE INGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 446 TO GUTTER 441 COMP THROUGH DIVERSION.WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 464 TO GUTTER 306 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 484 TO GUTTER 444 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 493 TO GUTTER 433 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER $12 TO GUTTER 470 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 517 TO GUTTER 116 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 574 TO GUTTER 328 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 576 TO GUTTER 348 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 586 TO GUTTER 569 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 598 TO GUTTER 493 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 599 TO GUTTER 543 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 605 TO GUTTER 316 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER fill TO GUTTER 292 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 615 TO GUTTER 35 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ME MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 636 TO GUTTER 453 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 652 TO GUTTER 105 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 655 TO GUTTER 364 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. Page 29 of 38 I I [I 1 ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 672 TO GUTTER 499 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 699 TO GUTTER 636 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 701 TO GUTTER 577 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 705 TO GUTTER 40B COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 719 TO GUTTER 298 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 769 TO GUTTER 609 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 780 TO GUTTER 645 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 001 TO GUTTER 104 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 818 TO GUTTER 726 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 822 TO GUTTER 613 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 823 TO GUTTER 445 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 827 TO GUTTER 648 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. OLD TOWN BASIN (INCLUDING CSU) 100-YR STORM FILE:OTIDDMPA3-NEmod. IN UPSTREAM MASTER PLAN COND'S Northern Engineering June 2008 "• PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENTION DAMS •.. "' NOTE :S IMPLIES A SURCHARGED ELEMENT AND :D IMPLIES A SURCHARGED DETENTION FACILITY CONVEYANCE PEAK STAGE ELEMENT:TYPE (CPS) (FT) 1:4 76.7 6 3:1 155.8 1.0 4:1 105.5 .9 5:1 35.8 .6 6:1 35.1 .6 7:2 .0 .1 8:1 111.7 1.1 9:1 92.0 1.0 10:1 98.1 .9 11:1 19.7 .5 12:2 15.4 .1 13:1 24.7 .5 14:2 109.1 .1 15:2 110.8 .1 16:2 333.9 .1 18:5 10B.2 9.0 19:1 275.4 1.0 20:1 26.5 .4 21:2 .0 .1 22:1 10.9 .4 23:1 20.8 .5 25:2 7.7 .1 26:1 55.7 .6 27:1 14.5 .4 28:5 16.5 8.5 29:1 14.8 .6 30:2 15.4 .1 32:1 8.9 .3 33:2 10.6 .1 34:5 137.8 9.0 35:1 48.8 .8 36:1 32.9 .7 37:1 40.6 .7 38:1 15.3 .7 39:1 13.7 .5 40:2 15.2 .1 41:2 12.7 .1 42:2 7.0 .1 43:2 8.1 .1 44:2 5.0 .1 45:2 160.3 .1 46:1 38.0 .9 47:1 16.3 .4 48:1 145.0 1.5 49:1 144.7 1.2 50:1 70.5 1.2 51:2 359.7 .1 5 3 : 2 437.4 .1 54:1 18.5 1.3 55:1 892.3 2.5 56:5 875.7 10.2 57:5 8.8 8.3 58:5 829.8 11.2 59:5 112.0 8.9 60:2 2.0 .1 61:5 745.3 11.0 62:5 59.1 8.9 STORAGE TIME (AC -FT) (HR/MIN) 0 36, 0 37. 0 41. 0 36. 0 42. .4:D 5 48. 0 45. 0 43. 0 44. 0 44. .6:D 0 59. 0 55. 2.7:0 2 53. 6.8:0 2 57. 8. 3:D 2 1. 0 36. 2 10. 0 42. .3:D 3 44. 0 36. 0 35. .4:D 0 53. 0 37. 0 37. 0 40. 0 39. .9:D 0 57. 0 36. .4:D 1 2. 0 38. 0 36. 0 35. 0 38. 0 37. 0 38. 1.1:D 0 51. 1.4:D 0 58. .1:D 0 46. .1:D 0 46. .1:D 0 49. 4.4:D 2 18. 0 36. 0 35. 2 13. 2 11. 0 37. 3. 3:D 0 38. 65.4:D 2 10. 0 49. 0 54. 0 53. 0 43. 0 52. 0 45. .2:D 1 8. 0 48. 0 39. Page 30 of 38 t- J 63:5 38.2 8.6 0 36. 64:2 7.8 .1 .3:D 0 42. 65:1 19.9 .4 0 36. 66:4 67.8 .6 0 40. 67:4 232.0 .9 0 36. 68:4 466.3 1.3 0 40. 69:4 434.8 1.1 0 38. 71:4 379.5 1.1 2 9. 72:1 29.0 .8 0 36. 73:4 36.4 .5 0 36. 74:1 65.6 .9 0 36. 75:4 25.2 .4 0 35. 77:4 85.9 .6 0 36. 79:4 107.8 .6 0 36. 80:4 26.4 .4 0 36. 81:1 166.7 1.6 0 38. 82:1 172.7 1.0 0 40. 83:1 173.1 1.0 0 42. B4:1 528.9 2.3 0 45. 85:1 28.4 .5 0 38. 86:1 26.5 .5 0 36. 87:1 17.1 .4 0 38. 88:1 316.7 1.4 0 39. 89:5 51.8 8.6 0 40. 90:5 27.1 8.5 0 37. 91:1 100.4 .8 0 45. 92:1 2B.6 .6 0 40. 93:1 123.5 .9 0 38. 94:1 101.5 1.0 0 37. 95:1 32.7 .8 0 40. 96:1 30.6 .5 0 37. 97:1 67.7 .7 0 36. 98:1 93.0 .9 0 38. 99:1 32.5 .5 0 36. 100:1 29.8 .5 0 36. 101:1 36.1 .7 0 36. 102:1 138.1 1.0 0 39. 103:1 192.1 1.7 0 42. 104:1 19.1 .4 0 36. 105:1 10.9 .4 0 41. 106:1 37.9 .7 0 40. 107:1 84.1 .8 0 36. 108:1 8.5 .4 0 39. 114:4 114.1 .7 0 45. 115:3 166.1 (DIRECT FLOW) 2 10. 116:3 35.0 (DIRECT FLOW) 0 35. 120:3 156.3 (DIRECT FLOW) 0 43. 121:3 125.9 (DIRECT FLOW) 0 43. 122:3 30.4 (DIRECT FLOW) 0 43. 123:3 125.9 (DIRECT FLOW) 0 43. 124:3 72.9 (DIRECT FLOW) 0 43. 126:1 27.6 .6 0 48. 147:3 43.0 (DIRECT FLOW) 1 23. 148:3 109.0 (DIRECT FLOW) 1 43. 167:2 156.3 .0 2.2:D 0 43. 169:4 433.3 1.3 0 39. 171:4 390.2 1.1 0 4B. 180:3 249.7 (DIRECT FLOW) 0 35. 181:3 169.7 (DIRECT FLOW) 0 35. 182:3 80.0 (DIRECT FLOW) 0 35. 183:2 80.0 3.4 0 44. 184:2 419.9 4.3 0 44. 185:2 519.8 5.6 0 44. 186:2 1127.7 7.3 0 47. 187:3 229.1 (DIRECT FLOW) 0 37. 188:3 79.1 )DIRECT FLOW) 0 37. 189:3 150.0 (DIRECT FLOW) 0 37. 190:2 150.0 4.4 0 45. 191:2 1196.2 7.7 0 48. 199:3 151.2 (DIRECT FLOW) 0 38. 2 0 4 : 3 155.8 (DIRECT FLOW) 0 37. 205:3 77.9 (DIRECT FLOW) 0 37. 206:3 77.9 (DIRECT FLOW) 0 37. 207:3 138.6 (DIRECT FLOW) 0 40. 208:3 89.8 (DIRECT FLOW) 0 40. 209:3 48.9 (DIRECT FLOW) 0 40. 210:3 35.1 (DIRECT FLOW) 0 42. 213:3 33.7 (DIRECT FLOW) 0 42. 214:3 11.2 (DIRECT FLOW) 0 42. 215:3 22.5 (DIRECT FLOW) 0 43. 216:3 98.1 (DIRECT FLOW) 0 44. 217:3 9.8 (DIRECT FLOW) 0 45. 218:3 88.3 (DIRECT FLOW) 0 44. 219:3 19.7 (DIRECT FLOW) 0 44. 220:3 .4 (DIRECT FLOW) 0 44. 221:3 19.3 (DIRECT FLOW) 0 44. 224:1 279.6 1.7 2 7. 225:5 32.1 1.8 3 11. 228:2 43.0 .1 2.4:D 1 2. 229:3 43.0 (DIRECT FLOW) 1 9. 230:3 603.1 (DIRECT FLOW) 0 39. 231:3 571.0 (DIRECT FLOW) 0 39. 232:3 13.7 (DIRECT FLOW) 0 38. 234:3 4.0 (DIRECT FLOW) 0 29. 235:2 40.4 2.2 0 56. Page 31 of 38 1 238:3 119 .1 (DIRECT FLOW( 0 95. 239:3 73.7 (DIRECT FLOW) 0 42. 290:3 248:3 60.6 176.0 (DIRECT (DIRECT FLOW) FLOW) 0 0 45. 36. ' 249:3 158.9 (DIRECT FLOW) 0 36. 250:3 892.3 (DIRECT FLOW) 0 54. 251:3 13.5 (DIRECT FLOW) 0 33. 253:3 2.0 (DIRECT FLOW) 1 3. 214:3 A (DIRECT FLOW) 1 3. 255:3 2.0 (DIRECT FLOW) 1 3. ' 263:3 17.1 (DIRECT FLOW) 0 18. 269:3 166.7 (DIRECT FLOW) 0 38. 272:3 747.2 (DIRECT FLOW) 0 44. 273:3 850.4 (DIRECT FLOW) 0 52. 276:2 .3 .1 2.0:D 2 27. 277:2 14 . .1 4.3:D 1 . 284:3 10101.5 (DIRECT FLOW( 0 37 3]. 28 6: 3 4.0 (DIRECT FLOW) 0 16. 290:3 93.8 (DIRECT FLOW) 0 38. 292:3 1.0 (DIRECT FLOW) 0 14. 293:3 36.1 (DIRECT FLOW) 0 36. 294:3 33.4 (DIRECT FLOW) 0 36. ' 2 95: 3 2.7 (DIRECT FLOW) 0 17. 2 96: 3 275.3 IDIRECT FLOW) 0 41. 298:3 5.0 (DIRECT FLOW) 0 15. 299:2 160.6 .1 14.3:D 2 15. 300:1 560.7 3.0 0 42. 301:3 10.9 (DIRECT FLOW) 0 41. 302:2 05.0 2.6 0 36. ' 303:2 16.8 1.2 0 35. 304:3 37.9 (DIRECT FLOW) 0 40. 305:3 57.5 (DIRECT FLOW) 0 35. 3 0 6 : 3 170.0 (DIRECT FLOW) 0 35. 307:3 3 0 8 : 3 29.0 1.2 (DIRECT IDIRECT FLOWI FLOW) 0 0 36. 36. ' 309:3 27.0 IDI RECT FLOW) 0 36. 310:1 186.7 3.3 0 36. 311:2. 13.1 1.8 0 36. 312:1 199.3 3.8 0 36. 313:1 256.7 3.9 0 31, 314:3 67.7 (DIRECT FLOW) 0 36. ' 315:3 54.2 (DIRECT FLOW) 0 35. 316:3 99.9 (DIRECT FLOW) 0 35. 317:3 116.6 (DIRECT FLOW) 0 36. 318:1 355.8 4.0 0 39. 319:3 81.6 (DIRECT FLOW) 0 36. 320:3 111.7 (DIRECT FLOW) 0 45. ' 321:3 20.0 (DIRECT FLOW) 0 40. 32 2: 3 91.7 (DIRECT FLOW) 0 45. 32 6: 3 35.0 (DIRECT FLOW) 0 35. 328:3 18.5 (DIRECT FLOW) 0 31. 333:3 956.7 (DIRECT FLOW) 0 54. 3 3 4 : 3 100.0 (DIRECT FLOW) 0 29. 336:3 60.0 (DIRECT FLOW) 0 6. ' 337:3 437.4 IDIRECT FLOW) 2 10. 338:3 271.3 (DIRECT FLOW) 2 10. 341:3 316.7 (DIRECT FLOW) 0 39. 342:3 307.9 (DIRECT FLOW) 0 39. 343:3 344:3 8.9 51.8 (DIRECT (DIRECT FLOW) FLOW) 0 0 19. 40. ' 347:3 166.1 (DIRECT FLOW) 2 10. 348:3 21.9 (DIRECT FLOW) 2 10. 349:3 144.2 (DIRECT FLOW) 2 10. 350:2 43.0 1.5 1 23. 351:3 7.7 (DIRECT FLOW) 0 13. 352:3 2.0 (DIRECT FLAW) 0 21. ' 353:3 5.7 (DIRECT FLOW) 0 53. 354:3 32.1 (DIRECT FLOW) 3 11. 356:3 108.2 (DIRECT FLOW) 0 36. 357:3 199.9 (DIRECT FLOW) 0 38. 359:3 33.9 (DIRECT FLOW) 0 20. 360:3 22.9 (DIRECT FLOW) 2 6. ' 362:3 11.5 (DIRECT FLOW) 2 6. 364:3 7.0 (DIRECT FLOW) 1 42. 366:2 378.9 .1 2.I:D 2 12. 367:3 110.8 (DIRECT FLOW) 2 57. 36 8 : 3 19.3 (DIRECT FLOW) 0 29. 369:3 91.6 (DIRECT FLOW) 2 57. ' 371:3 232.1 (DIRECT FLOW) 2 1. 372:3 333.9 (DIRECT FLOW) 2 1. 373:3 101:7 (DIRECT FLOW) 1 43. 374:3 101.7 (DIRECT FLOW) 1 43. 375:3 12.0 (DIRECT FLOW) 0 15. 376:3 89.7 (DIRECT FLOW) 1 43. 377:3 171.8 (DIRECT FLOW) 0 37. ' 378:3 141.8 1DIMCI FLOW) 0 37. 379:3 30.0 (DIRECT FLOW) 0 37. 380:2 30.0 2.7 0 54. 381:3 378.5 (DIRECT FLOW) 2 B. 385:3 386:4 81.0 .0 (DIRECT .0 FLOW) 0 0 41. 0. ' 387:4 .0 .0 0 0. 388:4 68.5 .6 0 43. 389:2 27.9 1.9 0 57. 390:2 40.6 2.2 0 51. Page 32 of 38 391:3 14.5 (DIRECT FLOW) 0 35. 392:3 245.8 (DIRECT FLOW) 2 11. ' 393:3 394:3 395:3 4.0 40.4 (DIRECT FLOW) (DIRECT FLOW) 0 29. 0 56. 396:3 160.6 10.3 (DIRECT FLOW) (DIRECT FLOW) 2 18. 0 41. 397:3 36.6 (DIRECT FLOW) 0 20. 3 98: 3 112.0 (DIRECT FLOW) 1 42. 3 99: 3 400:4 401:4 45.9 53.0 18.6 (DIRECT FLOW) .6 0 33. 0 38. 402:4 105.5 .4 .7 0 42 0 36. 403:3 165.0 (DIRECT FLOW) 0 39. 404:3 85.7 (DIRECT FLOW) 0 36. 405:3 47.2 (DIRECT FLOW) 0 35. 406:3 137.1 (DIRECT FLOW) 0 36. ' 407:3 137.1 (DIRECT FLOW) 0 36. 4 0 8 : 3 .0 (DIRECT FLOW) 0 36. 409:4 42.8 .5 0 36. 410:3 169.0 (DIRECT FLOW) 0 41. 411:3 90.9 (DIRECT FLOW) 0 41. 412:3 78.1 (DIRECT FLOW) 0 42. ' 413:3 17.6 (DIRECT FLOW) 0 35. 414:3 128.1 (DIRECT FLOW) 0 47. 415:3 15.9 '(DIRECT FLOW) 0 41. 416:3 15.9 (DIRECT FLOW) 0 41. 417:3 .0 (DIRECT FLOW) 0 42. 418:3 140.7 (DIRECT FLOW) 0 37. ' 419:3 211.6 (DIRECT FLOW) 0 35. 420:4 .0 .0 0 37. 421:3 122.6 )DIRECT FLOW) 0 35. 422:3 243.2 (DIRECT FLOW) 0 37. 423:3 140.6 (DIRECT FLOW) 0 37. ' 424:3 425:3 426:3 156.6 157.6 139.1 (DIRECT FLOW) (DIRECT FLOW) 0 40. 0 41. 427:3 44.7 (DIRECT FLOW) (DIRECT FLOW) 0 35. 0 35. 428:3 220.8 (DIRECT FLOW) 0 37. 429:3 55.8 (DIRECT FLOW) 1 17. ' 430:3 431:3 432:3 321.3 180.9 124.8 (DIRECT FLOW) (DIRECT FLOW) 0 36. 0 46. 433:3 56.1 (DIRECT FLOW) (DIRECT FLOW) 0 46. 0 47. 434:3 118.1 (DIRECT FLOW) 0 48. 435:3 184.9 (DIRECT FLOW) 0 39. 436:3 98.6 (DIRECT FLOW) 0 40. 437:3 57.6 (DIRECT FLOW) 0 40. ' 438:3 41.0 (DIRECT FLOW) 0 40. 439:3 94.0 (DIRECT FLOW) 0 35. 440:3 26.1 (DIRECT FLOW) 0 35. 441:3 67.9 (DIRECT FLOW) 0 35. 442:3 88.4 (DIRECT FLOW) 0 35. 443:3 42.1 (DIRECT FLOW) 0 35. ' 4 4 4 : 3 46.2 (DIRECT FLOW) 0 35. 445:3 22.4 (DIRECT FLOW) 0 38. 446:4 .0 .0 0 37. 447:3 27.6 (DIRECT FLOW) 0 35. 448:4 .0 .0 0 0. 449:3 4 5 0 : 3 451:4 55.8 .0 137.6 (DIRECT FLOW) (DIRECT FLOW) 1 17. 0 0. 452:4 103.1 .7 .] 0 36. 0 39. 4 5 3 : 4 38.6 .5 0 36. 454:3 97.5 (DIRECT FLOW) 0 36. ' 455:4 956:4 457:2 4. 2 .1 628.3 .6 .2 5.2 0 3. 0 32. 458:2 637.6 3.6 0 41. 0 41. 459:2 1042.3 6.2 0 40. 460:3 141.8 (DIRECT FLOW) 0 37. 411:3 93.7 (DIRECT FLOW) 0 37. 462:3 48.2 (DIRECT FLOW) 0 37. ' 463:3 222.5 (DIRECT FLOW) 0 35. 464:3 232.9 (DIRECT FLOW) 0 40. 465:3 39.2 (DIRECT FLOW) 0 43. 466:3 167.9 (DIRECT FLOW) 0 35. 468:3 93.3 (DIRECT FLOW) 0 35. 469:3 11.2 (DIRECT FLOW) 0 37. ' 470:3 16.4 (DIRECT FLOW) 0 38. 471:4 46.1 .6 0 37. 472:3 227.5 (DIRECT FLOW) 0 35. 4 7 3 : 3 27.6 (DIRECT FLOW) 0 37. 474:3 154.1 (DIRECT FLOW) 0 35. 475:3 472.5 (DIRECT FLOW) 0 35. 476:3 70.0 (DIRECT FLOW) 0 36. 4 7 7 : 3 177.5 (DIRECT FLOW) 0 40. 478:3 48.3 (DIRECT FLOW) 0 41. 479:3 122.4 (DIRECT FLOW) 0 35. 480:4 137.6 .8 0 40. 481:4 482:3 483:3 7.9 71.9 .9 (DIRECT FLOW) 0 . 0 36. 36 484:3 52.9 19.0 (DIRECT FLOW) (DIRECT FLOW) 0 36. 0 36. 485:3 190.6 (DIRECT FLOW) 0 44. 486:4 60.1 .5 0 38. i' Page 33 of38 4 8 7 : 4 30.8 .4 0 46. 488:3 231.4 (DIRECT FLOW) 0 35. 4:4 49090:3 36. 14898.8 .7 (DIRECT FLOW) 0 3. 0 355. ' 491:3 44.1 (DIRECT FLOW) 0 35. 492:3 24.4 (DIRECT FLOW) 0 35. 493:3 19.7 (DIRECT FLOW) 0 35. 494:3 24.4 (DIRECT FLOW( 0 35. 49: 496:4 .4 .0 (DIRECT FLOW) .0 0 . 51 0 51. 497;4 15.0 .4 0 39. 498:4 17.4 .5 0 41. 499:3 24.0 (DIRECT FLOW) 0 36. 500:3 57.5 (DIRECT FLOW) 0 40. 501:3 502:9 37.8 . (DIRECT FLOW) .5 0 35. 0 36. 503:4 18787.2 .7 0 36. 504:4 171.8 .8 0 37. 505:4 222.7 .9 0 42. 506:4 257.3 .9 0 38. 507:1 154.5 .7 0 38. 0:4 1.0 .8 0 . ' 509:4 IB 866.0 .9 0 4040. 510:4 442.9 1.4 0 36. 511:4 27.6 .5 0 37. 513:4 228.1 .9 0 41. 514:4 61.6 .7 0 50. 1:4 1. .8 0 6. ' 516:4 119.2 .7 0 36. 3 517:4 48.3 .5 0 41. 518:4 81.2 .6 0 36. 519:4 76.8 .7 0 36. 520:4 38.4 .5 0 42. 521:3 522:4 348.9 49.6 (DIRECT FLOW) .6 0 39. 0 39. ' 523:4 229.1 1.2 0 37. 524:4 139.2 1.3 0 '37. 525:4 82.5 .8 0 41. 526:4 85.6 .6 0 45. 528:4 52B:9 88.6 188.6 1.7 .] 0 35. 0 35. ' 529:4 16.4 .5 0 42. 530:4 25.0 .6 0 45. 531:4 101.0 .6 0 42. 532:4 150.4 .8 0 42. 133:4 138.1 1.1 0 45, 3:2 . .0 B:D 1 . ' 535:3 12020.0 (DIRECT FLOW)) 0 40. 40 5 3 6 : 4 .0 .0 0 47. 537:4 .0 .0 0 41. 538:4 38.8 .4 0 35. 539:4 24.1 .4 0 35. 4:4 82. .8 0 . ' 591:3 2383B.5 (DIRECT FLOW) 37 0 37. 542:3 67.9 (DIRECT FLOW) 0 35. 543:3 100.0 (DIRECT FLOW) 0 35. 5 4 4 : 4 71.9 .7 0 36. 545:4 13.7 .3 0 39. 546:3 154.2 (DIRECT FLOW) 0 45. 547:4 113.1 .8 0 36. 548:3 73.8 (DIRECT FLOW) 0 36. 549:4 38.5 .5 0 36. 550:4 106.8 .8 0 37. 551:4 66.8 .8 0 43. 52:4 53:4 43 .6 80.2 .8 .7 0 46 0 50. . . ' 554:4 128.1 1.0 0 47. 555:4 70.1 .6 0 39. 556:4 15.1 .4 0 43. 557:4 .0 .0 0 46. 558:4 :4 68.8 . .7 .5 0 41. 0 . ' 560 560:3 12020.0 (DIRECT FLOW) 0 35. 35 561:4 .0 .0 0 39. 562:4 94.3 .7 0 41. 563:3 52.9 (DIRECT FLOW) 0 36. 564:3 18.2 (DIRECT FLOW) 0 36. 5 6 5 : 3 34.7 (DIRECT FLOW) 0 36. ' 566:4 136.8 .7 0 42 567:2 879.2 6.8 0 47. 568:3 120.0 (DIRECT FLOW) 0 35. 569:3 .0 (DIRECT FLOW) 0 36. 570:3 88.5 (DIRECT FLOW) 0 37. 571:3 148.9 (DIRECT FLOW) 0 39. ' 572:3 200.0 (DIRECT FLOW) 0 39. 573:3 106.0 (DIRECT FLOW) 0 35, 574:3 155.6 (DIRECT FLOW) 0 36. 575:3 235.0 (DIRECT FLOW) 0 40. 576:3 289.9 (DIRECT FLOW) 0 36. 577:3 150.0 (DIRECT FLOW) 0 37. 578:4 10.8 .4 0 91 579:4 91.5 .7 0 45. 580:4 155.7 .8 0 38. 581:4 151.6 .8 0 46. 582:4 54.6 .6 1 21. Page 34 of 38 583:4 114.9 .7 0 45. 584:4 48.6 .6 0 51. 585:9 1.1 .8 0 4. 586:4 13232.4 1.0 0 90. 587:4 23.7 .5 0 51. 588:4 54.4 .5 0 44. 589:4 39.2 .5 0 43. 590:4 32.6 .8 0 42. 59:4 592:9 8. 182.7 .6 ,8 0 p 41. q2.2. ' 593:4 .0 .0 0 49. 594:4 .0 .0 0 0. 595:4 40.6 .5 0 36. 596:4 19.0 .3 0 35. 59:4 598:9 9. 5 .6 .6 .2 0 p 41. 41, 599:3 918.0 (DIRECT FLOW) 0 41. 600:3 918.0 (DIRECT FLOW) 0 41. 601:4 142.5 .8 0 38. 602:3 .0 )DIRECT FLOW) 0 41, 603:2 146.6 .0 .5:D 0 36. 0:2 8. .0 1.7:D 0 4. ' 605:2 89.9 .0 3.0:D 0 45. 606:3 916.0 )DIRECT FLOW) 0 41. 607:3 944.2 )DIRECT FLOW) 0 39. 608:3 943.0 (DIRECT FLOW) 0 39. 609:3 1.2 (DIRECT FLOW) 0 40. 611:2 0 611:3 I 135.8 135.8 (DI )DIRECT FLOW) 0 41. 41. 612:3 .0 (DIRECT FLOW) 0 41, 613:3 154.2 (DIRECT FLOW) 0 42. 614:3 154.2 )DIRECT FLOW) 0 41. • 615:3 199.1 (DIRECT FLOW) 0 35. 616:3 125.9 (DIRECT FLOW) 0 35. 617:3 73.2 (DIRECT FLOW) 0 36. ' 618:3 134.1 (DIRECT FLOW) 0 37. 619:3 99.9 )DIRECT FLOW) 0 37. 620:3 34.2 )DIRECT FLOW) 0 37. 621:3 125.9 (DIRECT FLOW) 0 35. 622:3 62 3: 3 85.7 40.2 (DIRECT )DIRECT FLOW) FLOW) 0 0 35. 35. ' 624:3 61.5 )DIRECT FLOW) 0 39. 625:3 31.4 (DIRECT FLOW) 0 39. 626:3 30.2 (DIRECT FLOW) 0 40. 627:3 31.4 (DIRECT FLOW) 0 39. 628:3 5.9 (DIRECT FLOW) 0 11, 629:3 25.5 (DIRECT FLOW) 0 40. 630:3 84.1 (DIRECT FLOW) 0 35. 631:3 24.1 (DIRECT FLOW) 0 35. 632:3 60.0 (DIRECT FLOW) 0 35. 633:2 60.0 3.1 0 40. 634:3 182.9 )DIRECT FLOW) 0 43. 635:3 142.9 (DIRECT FLOW) 0 43. 636:3 40.0 (DIRECT FLOW) 0 43. 637:3 173.0 (DIRECT FLOW) 0 36. 638:3 32.1 (DIRECT FLOW) 0 36. 639:3 140.9 (DIRECT FLOW) 0 36. 640:4 73.3 .6 0 39. 64:4 . . 0 4. 642:9 30 30.4 .55 0 400. 643:3 73.8 )DIRECT FLOW) 0 36. 644:3 73.9 (DIRECT FLOW) 0 36. 645:3 .0 (DIRECT FLOW) 0 0. 646:3 .0 (DIRECT FLOW) 0 0. 647:3 648:3 .0 .0 (DIRECT )DIRECT FLOW) FLOW) 0 0 0. 0. ' 649:4 .0 .0 0 0. 650:1 462.3 3.0 0 43. 651:3 197.5 (DIRECT FLOW) 0 36. 652:3 97.5 )DIRECT FLOW) 0 36. 153:1 654:2 100.0 100.0 )DIRECT 4.2 FLOW) 0 0 36. 46. ' 655:3 257.6 (DIRECT FLOW) 0 41. 656:3 157.6 (DIRECT FLOW) 0 41. 657:3 100.0 (DIRECT FLOW) 0 41. 658:2 100.0 3.2 0 41. 659:3 65.1 (DIRECT FLOW) 0 49. 660:3 53.0 (DIRECT FLOW) 0 4B. ' 661:2 53.0 2.2 1 0. 662:3 228.1 )DIRECT FLOW) 0 41. 663:3 .0 (DIRECT FLOW) 0 41. 664:3 228.1 (DIRECT FLOW) 0 41. 665:2 228.1 3.5 0 42. 666:3 239.1 )DIRECT FLOW) 0 35. ' 667:3 139.1 (DIRECT FLOW) 0 35. 668:3 100.0 (DIRECT FLOW) 0 35. 669:1 276.8 4.7 0 43. 670:4 118.3 .8 0 40. 671:4 43.9 .6 0 42. 67:9 61.5 .6 0 . 673:2 22020.0 9.1 p 44qq, 674:2 339.9 5.1 0 44. 675:3 152.8 )DIRECT FLOW1 0 36. 676:3 83.4 (DIRECT FLOW) 0 39. 677:3 33.4 (DIRECT FLOW) 0 39. i� I Page 35 of 38 1 11 1 L7 11 r 1 678:3 50.0 (DIRECT FLOW) 0 39. 679:2 519.8 5.2 0 45. 680:2 619.8 5.9 0 45. 601:3 84.6 (DIRECT FLOW) 0 47. 682:3 79.4 (DIRECT FLOW) 0 47. 683:3 5.2 (DIRECT FLOW) 0 48. 684:3 5.2 (DIRECT FLOW) 0 48. 685:3 3.6 (DIRECT FLOW) 0 48. 686:3 1.4 )DIRECT FLOW) 0 48. 68 7: 4 5.5 .4 0 50. 688:3 89.9 (DIRECT FLOW) 0 45. 689:3 74.7 (DIRECT FLOW) 0 45. 690:3 15.2 (DIRECT FLOW) 0 45. 691:3 74.7 (DIRECT FLOW) 0 45. 692:3 72.2 )DIRECT FLOW) 0 45. 6 93: 3 2.5 (DIRECT FLOW) 0 46. 694:4 14.1 .4 0 47. 695:3 181.3 (DIRECT FLOW) 0 35. 696:3 .0 (DIRECT FLOW) 0 35. 697:2 100.0 4.1 0 45. 698:4 2.9 .2 0 54. 699:2 719.6 6.6 0 46. 700:4 44.6 .6 0 39. 701:4 130.4 .7 0 36. 702:4 4.8 .2 0 51. 703:3 181.3 (DIRECT FLOW) 0 35. 704:3 26.5 (DIRECT FLOW) 0 36. 705:3 133.6 (DIRECT FLOW) 0 35. 706:3 133.6 (DIRECT FLOW) 0 35. 707:3 .0 (DIRECT FLOW) 0 35. 706:4 58.9 .6 0 37. 709:4 238.5 .9 0 37. 710:3 86.7 (DIRECT FLOW) 0 35. 711:4 97.4 .7 0 37. 712:4 173.0 1.0 0 36. 713:3 75.4 (DIRECT FLOW) 0 39. 714:3 47.0 (DIRECT FLOW) 0 39. 715:3 28.5 (DIRECT FLOW) 0 39. 716:3 727.0 (DIRECT FLOW) 0 40. 717:3 38.0 (DIRECT FLOW) 0 40. 718:3 689.0 (DIRECT FLOW) 0 40. 719:3 98.6 (DIRECT FLOW) 0 40. 720:3 81.0 (DIRECT FLOW) 0 40. 721:3 17.6 (DIRECT FLOW) 0 40. 722:4 4.2 .3 0 43. 723:4 49.2 .6 0 41. 7 2 4 : 3 127.4 (DIRECT FLOW) 0 41. 725:3 20.1 (DIRECT FLOW) 0 41. 726:3 107.3 (DIRECT FLOW) 0 42. 727:3 142.9 (DIRECT FLOW) 0 43. 728:2 200.0 4.1 0 48. 729:4 79.3 .7 0 41. 730:3 70.1 (DIRECT FLOW) 0 39. 731:3 50.2 (DIRECT FLOW) 0 39. 732:3 19.9 (DIRECT FLOW) 0 39. 733:3 156.9 (DIRECT FLOW) 0 42. 734:3 96.9 (DIRECT FLOW) 0 42. 735:3 60.1 (DIRECT FLOW) 0 43. 736:3 91.5 (DIRECT FLOW) 0 45. 737:3 47.5 (DIRECT FLOW) 0 45. 738:3 44.0 (DIRECT FLOW) 0 46. 739:3 47.5 (DIRECT FLOW) 0 45. 740:3 30.4 (DIRECT FLOW) 0 45. 741:3 17.1 (DIRECT FLOW) 0 46. 742:3 98.8 (DIRECT FLOW) 0 35. 743:3 112.8 (DIRECT FLOW) 0 36. 744:4 44.1 .7 0 41. 745:4 15.9 .5 0 41. 746:4 57.4 .9 0 47. 747:4 37.3 .7 0 51. 748:3 185.6 (DIRECT FLOW) 0 47. 749:4 181.4 .9 0 49. 750:4 15.1 .5 0 49. 751:4 25.2 .5 0 52. 752:4 87.2 .B 0 38. 753:3 87.3 (DIRECT FLOW) 0 38. 754:4 77.8 .7 0 42. 755:3 85.0 (DIRECT FLOW) 0 35. 756:3 1.7 (DIRECT FLOW) 0 35. 757:3 158.0 (DIRECT FLOW) 0 41. 758:3 145.0 (DIRECT FLOW) 0 41. 759:3 13.0 (DIRECT FLOW) 0 41. 760:4 209.9 1.0 0 36. 761:4 105.7 .7 0 38. 762:3 143.0 (DIRECT FLOW) 0 43. 763:2 150.0 3.4 0 50. 764:3 302.8 (DIRECT FLOW) 0 42. 765:3 325.0 (DIRECT FLOW) 0 39. 7 6 6 : 3 132.8 (DIRECT FLOW) 0 42. 767:3 170.0 (DIRECT FLOW) 0 42. 768:3 944.2 (DIRECT FLOW) 0 39. 769:4 95.6 .7 0 47. 770:3 502.5 (DIRECT FLOW) 0 36. 7 7 1 : 3 502.5 (DIRECT FLOW) 0 36. 772:3 .0 (DIRECT FLOW) 0 36. 1 Page 36 of 38 773:2 12.6 .0 1.8:D 1 10. 774:4 .0 .0 2 5. 775:4 776:9 . 1 .1 .3 .2 0 0 3. 355. 7 7 7 : 4 2.9 .3 0 34, 778:4 48.8 .6 0 43. 779:4 .0 .0 0 55. 7B0:4 .0 .0 0 49. 78:9 782:9 .0 76.3 .0 .6 0 0 0. 37. ' 783:3 264.4 (DIRECT FLOW) 0 37. 784:3 229.0 (DIRECT FLOW) 0 37. 785:3 35.4 (DIRECT FLOW) 0 37. 786:3 718.4 )DIRECT FLOW) 0 37. 781:1 38.4 (DIRECT FLOW) 0 37, 788:3 680.0 (DIRECT FLOW) 0 37. 789:3 245.8 )DIRECT FLOW) 2 11. 790:3 .0 (DIRECT FLOW) 2 11. 791:4 .0 .0 0 0. 792:3 245.8 (DIRECT FLOW) 2 11. 793:4 112.0 .8 0 38. 7 9 4 : 3 770.0 )DIRECT FLOW) 0 41. 795:3 78.0 (DIRECT FLOW) 0 35. 796:3 78.0 )DIRECT FLOW) 0 35. 7 9 7 : 3 .0 )DIRECT FLOW) 0 35. 798:3 2.0 )DIRECT FLOW) 0 41. 799:3 768.0 (DIRECT FLOW) 0 41. 800:3 99.3 (DIRECT FLOW) 0 35. 801:4 83.4 .6 0 39. ' B 0 2 : 3 99.2 )DIRECT FLOW) 0 35. B03:3 .0 (DIRECT FLOW) 0 36. 804:3 17.9 (DIRECT FLOW) 0 35. 805:4 28.8 .4 0 38. 806:4 807:4 3. 4 .0 .5 .2 0 0 4. 94. 808:3 718.4 (DIRECT FLOW) 0 37. 809:3 17.9 (DIRECT FLOW) 0 35. 810:3 .0 (DIRECT FLOW) 0 36. 811:3 98.7 (DIRECT FLOW) 0 36. 812:4 813:3 135.5 65.1 .7 (DIRECT FLOW) 0 0 39. 49. ' 814:3 47.7 )DIRECT FLOW) 0 49. 815:3 17.4 (DIRECT FLOW) 0 50. 816:3 89.0 (DIRECT FLOW) 0 35. 817:3 30.5 (DIRECT FLOW) 0 35. 818:3 58.4 (DIRECT FLOW) 0 36. 819:3 .0 (DIRECT FLOW) 0 41. ' 820:3 .0 (DIRECT FLOW) 0 41. 821:3 .0 (DIRECT FLOW) 0 42. 822:3 39.2 (DIRECT FLOW) 0 43. 823:3 31.7 )DIRECT FLOW) 0 43. 824:3 7.5 )DIRECT FLOW) 0 44. 825:9 .0 .0 0 0. ' 826:9 6.0 .3 0 53. 827:3 119.0 (DIRECT FLOW) 0 39. 828:3 65.9 )DIRECT FLOW) 0 39. 829:4 116.4 1.0 0 42. 830:3 70.8 (DIRECT FLOW) 0 39. 8 3 1 : 3 832:3 67.9 2.9 (DIRECT FLOW) )DIRECT FLOW) 0 0 39. 39. 833:3 64.5 (DIRECT FLOW) 0 48. 834:3 23.7 (DIRECT FLOW) 0 51. 835:3 18.3 (DIRECT FLOW) 0 51. 636:3 5.4 (DIRECT FLOW) 0 52. -, 813:. 838:3 6565.8 .5 (DIRECT FLOW) 0 0 5. 511. 839:3 98.7 (DIRECT FLOW) 0 36. 840:3 76.3 (DIRECT FLOW) 0 37. 841:3 76.3 )DIRECT FLOW) 0 37. 8 4 2 : 3 .0 (DIRECT FLOW) 0 0. 113:3 8 4 4 : 3 .0 .0 (DIRECT FLOW) (DIRECT FLOW) 0 0 0. 0. ' 845:3 .0 (DIRECT FLOW) 0 0. 846:3 24.9 (DIRECT FLOW) 0 35. 847:3 24.9 (DIRECT FLOW) 0 35. 848:3 .0 (DIRECT FLOW) 0 36. 849:3 .0 (DIRECT FLOW) 0 37. 850:3 94.1 )DIRECT FLOW) 0 35. ' 851:3 .0 (DIRECT FLOW) 0 37. 852:3 .0 (DIRECT FLOW) 0 37. 8 5 3 : 3 .0 (DIRECT FLOW) 0 0. 854:4 .0 .0 0 0. 855:4 .0 .0 0 0. 856:3 727.0 (DIRECT FLOW) 0 40. ' 857:4 104.6 .8 0 37. 8 5 8 : 3 36.0 )DIRECT FLOW) 0 35. 859:3 17.0 (DIRECT FLOW) 0 35. 860:3 .0 (DIRECT FLOW) 0 36. 861:3 .0 (DIRECT FLOW) 0 36. 162:3 .0 )DIRECT FLOW) 0 36. 863:3 82.8 (DIRECT FLOW) 0 35. ' 864:3 81.8 (DIRECT FLOW) 0 35. 865:3 1.0 (DIRECT FLOW) 0 35. 666:3 25.0 (DIRECT FLOW) 0 35. 867:3 69.1 )DIRECT FLOW) 0 36. 1 Page 37 of38 lJ Ci 1 F 8 68: 4 55.1 .5 0 37. B69:3 39.5 (DIRECT FLOW) 0 35. 870:3 55.8 (DIRECT FLOW) 1 17. 871:3 55.7 (DIRECT FLOW) 1 17. 872:3 .1 (DIRECT FLOW) 1 17, 873:4 .0 .0 1 28. 8 7 4 : 3 131.0 (DIRECT FLOW) 0 36. 875:3 72.2 (DIRECT FLOW) 0 45. 87 6: 3 66.8 (DIRECT FLOW) 0 45. 877:3 5.4 (DIRECT FLOW) 0 46. 878:3 2.5 (DIRECT FLOW) 0 46. 879:3 .0 (DIRECT FLOW) 0 46. 880:3 2.5 (DIRECT FLOW) 0 46. 881:3 39.5 (DIRECT FLOW) 0 35. 882:3 .0 (DIRECT FLOW) 1 28. 883:3 .0 (DIRECT FLOW) 1 28. 884:3 .0 (DIRECT FLOW) 1 29. 8 6 5 : 3 173.3 (DIRECT FLOW) 0 35. 88 6: 3 130.4 (DIRECT FLOW) 0 35. 887:3 42.0 (DIRECT FLOW) 0 36. 8 8 8 : 3 770.0 (DIRECT FLOW) 0 41. 889:3 .0 (DIRECT FLOW) 0 36. 890:3 824.4 (DIRECT FLOW) 0 39. 891:4 .0 .0 0 39. 892:4 116.1 .7 0 36. 893:3 140.1 (DIRECT FLOW) 0 36. 894:3 11.0 )DIRECT FLOW) 0 36. 895:3 129.1 )DIRECT FLOW) 0 37. 896:3 255.2 (DIRECT FLOW) 0 39, 897:3 65.2 (DIRECT FLOW) 0 39. 8 98: 3 190.0 (DIRECT FLOW) 0 39. 899:3 19.0 (DIRECT FLOW) 0 35. 900:2 98.3 2.0 0 35. 901:2 454.3 4.7 0 45. 902:2 469.4 5.4 0 36. 903:2 245.6 3.6 2 11. 904:2 773.6 5.0 0 37. 905:2 60.0 2.5 0 40. 906:2 917.6 6.7 0 40. 907:2 489.4 6.5 0 37. 909:2 680.0 7.6 0 40. 909:2 917.5 5.3 0 44. 910:2 942.6 5.3 0 39. 911:2 94.8 1.7 0 35. 912:3 249.5 (DIRECT FLOW) 2 7. 913:2 689.0 7.6 0 42. 914:2 768.0 7.1 0 42. 915:2 768.0 7.1 0 42. 916:2 487.6 5.0 0 36. 917:2 117.6 2.1 0 45. 918:3 130.4 (DIRECT FLOW) 0 36. 919:3 95.4 (DIRECT FLOW) 0 36. 920:3 35.0 (DIRECT FLOW) 0 36. 921:2 35.0 1.5 0 37. 922:3 142.8 )DIRECT FLOW) 0 35. 923:3 82.8 (DIRECT FLOW) 0 35. 924:3 60.0 (DIRECT FLOW) 0 35. 925:3 165.0 (DIRECT FLOW) 0 39. 926:3 116.0 (DIRECT FLOW) 0 39. 927:2 275.0 3.5 0 46. 928:3 49.0 (DIRECT FLOW) 0 39. 929:3 257.0 (DIRECT FLOW) 0 36. 930:3 243.6 )DIRECT FLOW) 0 35. 931:3 143.6 (DIRECT FLOW) 0 35. 932:3 100.0 (DIRECT FLOW) 0 35. 933:3 171.3 (DIRECT FLOW) 0 36. 9 3 4 : 3 150.0 (DIRECT FLOW) 0 36. 935:2 632.4 5.1 0 36. 936:2 116.5 2.4 0 30. 937:2 735.3 5.4 0 37. 938:2 940.1 5.6 0 37. 939:2 100.0 3.2 1 7. 940:2 249.9 4.8 0 57. 941:3 79.4 (DIRECT FLOW) 0 47. 942:3 43.0 (DIRECT FLOW) 0 47. 943:3 36.4 )DIRECT FLOW) 0 4B. 944:2 43.0 1.7 0 50. 945:2 43.0 1.7 0 51. 946:2 43.0 1.6 0 52. 947:2 59.8 1.9 0 58. 948:3 151.1 (DIRECT FLOW) 0 36. 949:3 17.0 (DIRECT FLOW) 0 36. 950:3 134.1 (DIRECT FLOW) 0 37. 951:2 .0 .0 0 0. 952:2 190.0 4.1 0 42. 953:2 499.9 3.2 0 36. 954:2 346.4 5.7 0 37. 955:2 322.2 5.4 0 36. 956:2 256.1 4.2 2 7. 957:2 249.5 3.5 2 8. 958:2 245.8 3.5 2 11. 959:2 153.8 2.1 0 42. 960:3 326.2 (DIRECT FLOW) 0 36. 961:3 350.0 (DIRECT FLOW) 0 37. 962:3 201.4 (DIRECT FLOW) 0 36. Page 38 of 38 963:3 96.4 (DIRECT FLOW) 0 36. 964:3 105.0 (DIRECT FLOW) 0 37. 965:2 36.3 1.6 0 32. 966:3 245.8 (DIRECT FLOW) 2 11. 967:3 245.8 (DIRECT FLOW) 2 11. 968:3 106.7 (DIRECT FLOW) 0 35. 969:3 502.5 (DIRECT FLOW) 0 36. 970:3 245.8 (DIRECT FLOW) 2 11. 971:3 .0 (DIRECT FLOW) 2 11. 972:3 350.0 (DIRECT FLOW) 0 37. 97 3: 3 .0 (DIRECT FLOW) 2 11. 974:3 .0 (DIRECT FLOW) 0 37. 975:3 .0 (DIRECT FLOW) 2 11. 976:3 350.0 (DIRECT FLOW) 0 37. 977:3 .0 (DIRECT FLOW) 2 11. 978:3 32.0 (DIRECT FLOW) 0 35. 979:3 74.7 (DIRECT FLOW) 0 36. 980:3 824.4 (DIRECT FLOW) 0 39. 981:3 333.3 (DIRECT FLOW) 0 35. 9B2:3 173.3 (DIRECT FLOW) 0 35. 983:3 160.0 (DIRECT FLOW) 0 35. 984:3 249.5 (DIRECT FLOW) 2 7. 985:3 .0 (DIRECT FLOW) 2 58. 98 6: 3 249.5 (DIRECT FLOW) 2 7. 987:3 26.4 (DIRECT FLOW) 0 36. 988:3 .0 (DIRECT FLOW) 0 36. 989:3 257.0 (DIRECT FLOW) 0 36. 990:3 .0 (DIRECT FLOW) 0 36. 991:3 257.0 (DIRECT FLOW) 0 36. 992:3 326.2 (DIRECT FLOW) 0 36. 993:3 .0 (DIRECT FLOW) 0 35. 994:3 326.2 (DIRECT FLOW) 0 36. 995:3 30.3 (DIRECT FLOW) 0 38. 996:3 30.3 (DIRECT FLOW) 0 38. 997:3 .0 (DIRECT FLOW) 0 38. 998:3 51.4 (DIRECT FLOW) 0 39. 999:3 773.0 (DIRECT FLOW) 0 39. 1401:4 62.5 .6 0 35. ENDPROGRAM PROGRAM CALLED H n 1 1 1 1 APPENDIX E 1 t 1 1 1 { a f Jill !r, • ai'h,s llj 1';I "�I ' ,ka U�ilyll� 1 0 Fj e�1►rr'All a, . ... I ,IFS - a � ML 1 101 fi ro �i:!'. �y '""'I�r� Fill, 11 Page 1 of 20 HEC-RAS Version 3.1.3 May 2005 ' D.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 1 X X X X X X X X X XXXXXX% 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 1 X X XXXXXX Xxxx X X X X XXXXX PROJECT DATA Project Title: Oak Street Outfall - 100yr-Proposed Project File : oakNEmod.prj Run Date and Time: 2/24/2009 3:50:47 PM Project in English units Project Description: OldtownHen 2 Proposed Conditions ' old -town Hec-2 Run ' PLAN DATA Plan Title: NE modified Plan File : d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Cond-2.24.09\OakNEmod.pl2 Geometry Title: Mountain 6 Walnut -NE modified ' Geometry File d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Cond-2.24.09\OakNEmod.g04 Flow Title Mtn 6 Walnut -NE modified Flow File d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Ccnd-2.24.09\OakNEmod.f04 Plan Description: mixed flow ' Plan Summary Information: Number of: Crass Sections - 58 Multiple Openings = 0 Culverts - 0 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 FLOW DATA Flow Title: Mtn 6 Walnut -NE modified ' Flow File : d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Cond-2.24.09\OakNEmod.f04 Flow Data (cfs( River Reach RS PF 1 mountain Mtn above Mason 2704 44 ' mountain Mtn above Mason 2642 7 mountain Mason 987 365 mountain I Mason 902 365 mountain Mason 497 374 mountain Mason 391 52 mountain Mtn above Colleg2543 7 ' mountain Mtn above Colleg2150 10 mountain College WE 563 2.2 mountain college North 679 27.2 mountain college North 563 25 mountain College 994 266 mountain College 905 170 mountain College 405 27 ' mountain College 000 27 mountain Mtn Below Colleg2000 122 mountain Remington 400 29 mountain Mtn below Reming1587 62.5 Ll Page 2 of 20 mountain Mtn below Reming1400 62.5 mountain Mathews 169 12 mountain mtn-below-walnotl200 mountain Mtn below walnut1100 101 101 ' mountain Mtn below walnut900 101 mountain Peterson 389 10 mountain Mtn. below peter639 233 walnut 10+00 17+50 977 1 walnut 10+00-17+50 00 17 walnut 10+00 17+50 00 5 21 ' walnut 10+00 17+50 400 36.3 walnut 10+00 17+50 100 36.3 Boundary Conditions ' River Reach Profile Upstream Downstream mountain Mtn above Mason PF 1 Normal S - 0.01 mountain Mason PF 1 Normal S - 0.01 mountain College NE PF 1 Normal S - 0.011 mountain college North PF 1 Normal S - 0.01 mountain College PF 1 Normal S - 0.01 mountain Remington PF 1 Normal S - 0.01 mountain Mathews PF 1 Normal S - 0.01 mountain Peterson PF 1 Normal S - 0.01 mountain Mtn. below peterPF 1 Normal S - 0.01 ' walnut 10+00_17+50 PF 1 Normal S - 0.008 GEOMETRY DATA Geometry Title: Mountain 6 Walnut -NE modified ' Geometry File : d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Cond-2.24.09\OdkNEmod.gO4 Reach Connection Table ' River Reach Upstream Boundary mountain Mtn above Mason Downstream Boundary Mtn & Mason mountain Mason Mtn & Mason mountain Mtn above Colleg Mtn & Mason Mtn6College mountain College NE Mtn6College mountain college North Mtn6College mountain College Mtn6College ' mountain Mtn Below Colleg Mtn&College Mtn & Rem mountain Remington Mtn & Rem mountain Mtn below Reming Mtn & Rem 17+50 mountain Mathews 17+50 mountain mtn_below _walnut 17+50 Mtn&pete mountain Peterson Mtn6pete ' mountain Mtn. below peter Mtn6pete walnut 10+00 17+50 17+50 JUNCTION INFORMATION Name: 17+50 ' Description: Mtn Energy computation Method Length across Junction Tributary River Reach River mountain Mtn below Reming to mountain Mtn each below Length walnut 50 Angle ' walnut 10+00 17+50 to mountain mtn below walnut 50 mountain Mathews to mountain mtn - below walnut 30 Name: Mtn&College Description: Energy computation Method ' Length across Junction Tributary River Reach River Reach Length Angle mountain College to mountain Mtn Below Colleg 30 mountain Mtn above Colleg to mountain Mtn Below Colleg 128 mountain college North to mountain Mtn Below Colleg 30 ' mountain College NE to mountain Mtn Below Colleg 30 Name: Mtn & Rem Description: Energy computation Method Length across Junction Tributary River Reach River Reach Length Angle mountain Mtn Below Colleg to mountain Mtn below Reming 98 mountain Remington to mountain Mtn below Reming 30 Name: Mtnpete Description: ' Energy computation Method Length across Junction Tributary River Reach River Reach Length Angle 1 ' Page 3 of 20 L 1 mountain mtn below -Walnut to mountain mountain Peterson to mountain Name: Mtn & Mason Description: Energy computation Method Length across Junction Tributary River Reach River mountain Mtn above Mason to mountain mountain Mason to mountain CROSS SECTION Mtn. below peter 40 Mtn. below peter 30 Reach Length Angle Mtn above Colleg 101 Mtn above Colleg 30 RIVER: mountain REACH: Mtn above Mason RS: 2704 INPUT Description: Sta. 27+04 (14+04) Station Elevation Data num- 14 Sta Elev Ste Elev Ste Elev Sta Elev Ste Elev 100 4987 100.1 4984.25 116 4903.74 116.2 4983.38 125.4 4982.81 128.5 4983.16 158 4984.9 169.1 4984.84 179.8 4984.7 210.8 4983.58 215.4 4983.28 215.6 4984.27 229.2 4985.5 235 4985.69 Manning's n Values num- 3 Ste n Val Ste o Val Sta o Val 100 .016 116 .016 215.6 .016 Bank Ste: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 116 215.6 62 62 62 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn above Mason RS: 2642 INPUT Description: Sta. 26+42 (Mountain W. of Mason) (13+42) Station Elevation Data num- 16 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 49B6 100.1'4984.15 109.8 4983.34 127 4983.48 140 4983.36 147.6 4983.35 158.3 4993.13 158.5 4983.04 106 4983.92 193.9 4984.03 219.4 4983.53 226.9 4983.2 228.8 4982. 98 229 4983.44 240.4 4983.56 258.9 4983.97 Manning's n Values num- 3 Ste n Val Sta o Val Sta n Val 100 .016 147.6 .016 229 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 147.6 229 99 99 99 .1 .3 CROSS SECTION RIVER: mountain REACH: Mason RS: 987 INPUT Description: Sta. 9+87 (Mason S. of Olive) Station Elevation Data num- 7 Sta Elev 100 4993.4 Sta 106.5 Elev 4992.33 Sta 118.5 Elev 4991. 59 Sta 155.3 Elev 4992. 48 Ste 188.4 Elev 4991.61 198.7 4992.21 261 4992.76 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .03 118.5 .016 188.4 .03 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Coot, Expan. 118.5 188.4 85 85 05 .1 .3 CROSS SECTION ' RIVER: mountain REACH: Mason AS: 902 INPUT Description: Sta. 9+02 (Mason N. of Olive) Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4994 100.1 4992.71 110.1 4992.84 110.3 4991.94 126.5 4991.98 141 4992.11 153.1 4992.06 165.3 4991.65 178.9 4991.38 180.2 4991.45 191.4 4992.01 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val ' 100 .016 110.1 .016 180.2 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 110.1 180.2 322 322 322 .1 .3 Page 4 of 20 ' CROSS SECTION RIVER: mountain REACH: Mason AS: 580 INPUT Description: Station Elevation tion Data Oata num- 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4992 100.1 4990.75 113.4 49B9.9 113.6 4989.4 128.7 4989.7B 147.8 4989.91 180.8 4988.69 181 4989.1 195 4989.58 195.1 4992 Manning's o Values Sta n Val Sta num- n Val 3 Ste n Val ' 100 .016 113.4 .016 181 .016 Bank Sta: Left Right Lengths: Left'Channel Right Coeff Cont, Expan. 113.4 181 83 83 83 .1 .3 ' CROSS SECTION RIVER: mountain REACH: Mason RS: 497 INPUT ' Description: Sta. 4+97 (Mason S. of Oak) Station Elevation Data num- 10 Sta Elev Ste Elev Ste Elev Sta Elev Sta Elev 100 4990.35 112.2 4989.14 112.4 4988. 54 127.3 4989.23 146.6 4989.3 179.6 4988.2 180.2 498B.82 188.8 4989.08 196 4989.34 196.1 4992 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 112.4 .016 180.2 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. ' 112.4 180.2 CROSS SECTION 106 106 106 .1 .3 RIVER: mountain REACH: Mason AS: 391 " INPUT Description: 3+91 (Mason N. of Oak( Station Elevation Data num- 12 Sta Elev Sta Elev Sta Elev Sta Elev Eta Elev 100 4990 118.9 4988.57 125.9 4968.07 133.2 4987.91 135.4 4987.3 136.3 4987.5 160.7 4988.4 173.3 4988.29 200.6 4987.26 200.8 4987.76 ' 217 4987.64 217.1 4991 Manning's n Values num- 3 Sta n Val Sta n Val Ste n Val 100 .016 133.2 .016 200.8 .016 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 133.2 200.8 141 141 141 .1 .3 CROSS SECTION RIVER: mountain ' REACH: Mason RS: 250 INPUT Description: Sta. 2+50 Station Elevation Data Sta Elev Ste num- Elev 10 Sta Elev Ste Elev Sta Elev ' 100 4985.97 117.6 4986.21 117.8 4985. 87 155.8 4986.75 164.7 4986.7 191.1 4985.24 192.7 4985.08 193.3 4985.48 209.3 4985.61 209.4 4988 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 ,016 209.3 .016 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100 209.3 250 250 250 .1 .3 CROSS SECTION RIVER: mountain REACH: Mason RS: 000 INPUT Description: Sta. 0+00 (Mason 6 Mountain) Sta. 0+00 (Mason z Mountain( ' Station Elevation Data num- 14 Sta Elev Ste Elev Sta Elev Sta Elev Sta Elev 100 4986.47 122.6 4985.43 132.5 4985.43 139.5 4984.28 147.5 4984.28 155.2 4983.05 155.4 4982.6 182.6 4984.51 192.6 4984.51 212 4983.3 Page 5 of 20 ' 215.7 4983.1 216.6 4983.65 238.8 4984.16 238.9 4987 Manning's n Values num- 3 ' Sta n Val Sta n Val Sta n Val 100 .03 155.2 .016 216.6 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 155.2 216.6 1 1 1 .1 .3 ' CROSS SECTION RIVER: mountain REACH: Mtn above Colleg RS: 2543 INPUT ' Description: Sta. 25+93 (Mountain & Masons (12+43) Station Elevation Data num- 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4985 100.1 4982.8 137.8 4982.57 138 4982. 17 152 4983 160 4983.2 181.4 4983.2 189.9 4983 205.4 4992.52 207.1 4982.92 242.9 4983.36 243 4985 ' Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 137.8 .016 207.1 .016 Bank Sta: Left Right Lengths: Left Channel Right CoefE Contr. Expan. ' 137.8 207.1 393 393 393 .1 .3 CROSS SECTION RIVER: mountain ' REACH: Mtn above Colleg RS: 2150 INPUT Description: Sta. 21+50 (8+50) Station Elevation Data num- 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4980. 15 112.9 4979. 93 121.2 4979. 86 130.5 4980. 16 130.7 4979.74 154.5 4979.95 154.7 4980.45 165.2 4980.34 166.4 4980.35 166.6 4979. 97 202.4 4979.41 202.6 4979.86 204 4979.89 218.4 4979.71 231.1 4979.95 231.2 4983 Manning's n Values Sta Sta n Val Sta num- n Val 3 Sta n Val 100 .016 130.5 .016 202.6 .016 Bank Ste: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 130.5 202.6 72 72 72 .1 .3 ' CROSS SECTION ' RIVER: mountain REACH: Mtn above Colleg RS: 2128 INPUT ' Description: Sta. 21+28 Station Elevation Data num- 12 Sta Elev Sta Elev Ste Elev Sta Elev Sta Elev 100 4979.72 135.5 4979.81 142.6 4979.82 142.8 4979.43 168.7 4979.85 168.9 49B0.26 180.7 4990.3 181 4979.96 210.4 4979.48 218.6 4979.9 226.9 4979.B1 233.5 4979.85 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 142.6 .016 218.6 .016 Bank Sta: Left Right 142.6 218.6 Lengths: Left Channel 50 50 Right 50 Coeff Contr. .1 Expan. .3 CROSS SECTION RIVER: mountain REACH: College NE RS: 563 ' INPUT Description: Sta.5+63 (split flow starting 8 Sta 5+63) Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Ste Elev Sta Elev 100 4983 100.1 4960.5 120.3 4979.57 129.3 4979.85 129.5 4979.45 ' 167.1 4980.41 172.7 4980.78 178.3 4980.5 202.8 4979.89 236.5 4980.39 236.6 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 236.5 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cant, Expan. 100.1 236.5 199 199 199 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 1 Ci Page 6 of 20 ' 100 100.11 00.1 F 172.7 236.6 F CROSS SECTION RIVER: mountain REACH: College HE RS: 364 INPUT Description: Sta. 3+64 Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4983 100.1 4979.86 116.2 4979. 35 116.4 4979.24 133.1 4979.9 168.9 4990.55 205.2 4900.33 223.4 4979.54 223.6 4980.2 239 4980.6 ' 239.1 4983 Manning's n Values num- 3 SIR n Val Sta n Val Sta n Val 100 .016 100.1 .016 239 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. ' 100.1 239 47 47 47 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 100.1 F 168.9 239.1 F ' CROSS SECTION RIVER: mountain REACH: College HE RS: 317 ' INPUT Description: Sta. 3+17 Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4979.79 114.1 4979.78 114.3 4979. 38 131.1 4979.96 166.8 4980.55 204.7 4980.32 221.5 4979.53 221.7 4979.97 235.8 4980.48 ' 235.9 4983 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 235.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 100.1 235.8 180 180 180 .1 .3 Ineffective Flow num- 2 Ste L Sta R Elev Permanent 100 100.1 F 166.8 235.9 F ' CROSS SECTION RIVER: mountain REACH: College HE RS: 180 ' INPUT Description: Sta. 1+80 (N. College of alley) Station Elevation Data num- 11 Sta Elev Sta Elev Ste Elev Sta Elev Sta Elev 100 4983 100.1 4978.46 115.7 4978.97 115.9 4978.41 133.6 4979.5 172.5 4980.37 207.6 4980.08 223.6 4979.3 223.8 4979.92 240 4980.36 ' 240.1 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 240 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cant, Expan. ' 100.1 240 180 180 180 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 100.1 F ' 172.5 240.1 CROSS SECTION F RIVER: mountain REACH: College HE RS: 000 ' INPUT Description: Sta. 0f00 (College n. of Mountain) Station Elevation Data num- 14 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4983 100.1 4978.72 111.4 4978.49 133.3 4979.21 133.5 4978.79 157.7 4979.76 169.5 4981.42 IS 4980.27 181.2 4980.01 205.4 4979.42 ' 205.6 4979.83 216.4 4979.76 234.6 4980 234.7 4983 Manning's n Values num- 3 Sta n Val Sta n Val Ste n Val 100 .016 100.1 .016 234.6 .016 ' Page 7 of 20 1 LI Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 234.6 1 1 1 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 100 100.1 F 169.5 234.7 F CROSS SECTION RIVER: mountain REACH: college North RS: 679 INPUT Description: Sta. 679 (Laporte turning on College) Station Elevation Data num- 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4980.58 118 4960.05 118.2 4979.78 158.8 4980.97 159 4981.3 178 4981.24 196.9 4981.23 197.1 4980.8 231.4 4979.5 231.6 4979.98 251.9 4980.39 252 4983 Manning'a n Values num- 3 Ste n Val Sta n Val Ste n Val 100 .016 100.1 .016 251.9 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cent, Expan. 100.1 251.9 136 116 7 .1 .3 Ineffective Flow num- 2 Sta L Ste R Elev Permanent 100 178 F 251.9 252 F CROSS SECTION RIVER: mountain REACH: college North RS: 563 INPUT Description: Sta. 5+63 (College and Laporte) Station Elevation Data num= 11 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4980.5 120.3 4979.57 129.3 4979. 85 129.5 4979.45 167.1 4980.41 172.7 4980.78 178.3 4980.5 202.8 4979.89 236.5 4980.39 236.6 4983 Manning's n Values num= 3 Ste n Val Sta n Val Sta n Val 100 .016 100.1 .016 236.5 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Curt, Expan. 100.1 236.5 199 199 199 .1 .3 Ineffective Flow num- 2 Sta L Ste R Elev Permanent 100 172.7 F 236.5 236.6 F CROSS SECTION RIVER: mountain REACH: college North AS: 364 INPUT Description: Sta. 3+64 Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 49B3 100.1 4979.86 116.2 4979.35 116.4 4979.24 133.1 4979.9 168.9 4980.55 205.2 4980.33 223.4 4979.54 223.6 4980.2 239 4900.6 239.1 4983 Manning's n Values num- 3 Ste n Val Ste n Val Ste n Val 100 .016 100.1 .016 239 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 239 47 47 47 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 168.9 F 239 239.1 F CROSS SECTION RIVER: mountain REACH: college North RS: 317 INPUT Description: Sta. 3+17 Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4979.79 114.1 4979.78 114.3 4979. 38 131.1 4979. 96 166.8 4980.55 204.7 4980. 32 221.5 4979. 53 221.7 4979.97 235.8 4980.48 Page 8 of 20 ' 235.9 4983 Manning's n Values num- 3 ' Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 235.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 235.8 137 137 137 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent ' 100 166.8 F 235.8 235.9 F CROSS SECTION RIVER: mountain REACH: college North RS: 180 INPUT Description: Sta. 1+80 (@ Station Elevation Data alley) num- 11 ' Sta Elev Sta Elev Sta Elev Sta Elsv Sta Elev 100 4983 100.1 4979.46 115.7 4978.97 115.9 4978.41 133.6 4979.5 172.5 4980.37 207.6 4980. OB 223.6 4979.3 223.8 4979. 92 240 4980.36 240.1 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 240 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 240 180 180 1B0 .1 .3 Ineffective Flow num- 2 ' Sta L Sta R Elev Permanent 100 172.5 F 240 240.1 F CROSS SECTION ' RIVER: mountain REACH: college North RS: 0 INPUT Description: Sta. 0+00 (College N. Station Elevation Data num= of Mountain) 14 ' Sta Elev Sta Elev Sta Elev Sta Elev Sta Elsv 100 4978.72 100.1 4978.72 111.4 4978.49 133.3 4979.21 133.5 4978.79 157.7 4979.76 157.9 4980.11 169.5 4981.42 181 4980.27 181.2 4980.01 205.4 4979.42 216.4 4979.76 234.6 4980 234 J 4983 Manning's n Values num= 3 ' Ste n Val Sta n Val Sta n Val 100 .016 100.1 .016 234.6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 234.6 1 1 1 ,1 .3 Ineffective Flow num- 2 ' Sta L Sta R Elev Permanent 100 169.5 F 234.6 234.7 F CROSS SECTION ' RIVER: mountain REACH: College RS: 994 INPUT Description: Sta. 9+94 (College S. of Olive) Station Elevation Data num- 11 ' Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4991.14 107 4991.09 134.7 4990.89. 144.4 4990.89 145 4990.39 170.8 4990.74 182.1 4990.75 193.5 4990.71 219.2 4990.13 219.4 4990.49 229.7 4990.45 Manning's n Values num- 3 ' Sta n Val Sta n Val Sta n Val 100 .016 100 .016 229.7 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100 229.7 89 89 89 .1 .3 CROSS SECTION RIVER: mountain REACH: College RS: 905 1 INPUT Description: Sta. 9+05 (College N. of Olive) Station Elevation Data num- 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4992 100.1 4990.37 131.8 4989.31 132 4989.13 156.6 4989.92 1 Page 9 of 20 ' 119.4 4111,74 195.9 1111,11 111 4911,19 114.2 4119,11 235.3 4119,21 242.4 4989.2 242.5 4992 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 242.4 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cent, Expan. 100.1 242.4 54 54 54 .1 .3 ' CROSS SECTION RIVER: mountain REACH: College INPUT AS: 851 Description: Sta. 8+51 Station Elevation Data num. 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4992 100.1 4990.05 113.3 4989.59 130.8 4989.02 131 4988.52 ' 168.1 4989.31 205.8 4981.03 206 4988.43 237.9 4988. 64 238 4992 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 237.9 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 237.9 351 351 351 .1 .3 CROSS SECTION RIVER: mountain ' REACH: College RS: 500 INPUT Description: Sta 5+00 (College S. of Oak) Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4985.62 143.4 '985.02 152.3 4984.54 188.2 4984. 62 188.4 4985.1 211.3 4985.13 211.5 4984.48 236 4984.19 254.2 4984.15 268.2 4984.01 268.4 4984.41 Manning's n Values num= 3 , Sta n Val Sta 100 .016 152.3 n Val .016 Sta 211.5 n Val .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 152.3 211.5 95 95 95 .1 .3 CROSS SECTION ' RIVER: mountain REACH: College AS: 405 INPUT Description: Sta. 4+05 (College 6 Oak) ' Station Elevation Data num- 12 Sta Elev 'Sta Elev Sta Elev Sta Elev Sta Elev 100 4905 100.1 4983.52 114.2 4983.15 123.1 4983.15 123.3 4992.8 159 4983.48 159.2 4983.91 182.3 4983.78 182.5 4983.25 206.8 4962.37 201 4902.65 238.1 4982.12 Manning's n Values num= 3 ' Sta n Val Sta n Val Sta n Val 100 .D16 100.1 .016 238.1 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 100.1 238.1 CROSS SECTION 405 405 405 .1 .3 RIVER: mountain REACH: College RS: 205 ' INPUT Description: Sta. 205 Station Elevation Data num- 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4980.29 113.5 4980. 12 113.7 4979.74 156.4 4981.23 179.1 4981.18 222.3 4979.56 222.5 4980.3 238.3 4980.55 ' Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 .016 238.3 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cent, Expan. 100 238.3 205 205 205 .1 .3 CROSS SECTION Page 10 of 20 ' RIVER: mountain REACH: College RS: 000 INPUT ' Description: Sta. 0+00 (College 6 Mountain Ste. 0+00 (College 6 Mountain) Station Elevation Data num- 18 Ste Elev Ste Elev Ste Elev Sta Elev Sta Elev 100 4983 100.1 4980.01 119.2 4979.77 127.1 4979.81 132.2 4979.86 133.5 4979.47 133.7 4979.03 158.1 4979.77 158.4 4980.26 101 4979. 96 ' 181.3 4979.4 205.5 4978.85 205.8 4979.37 207 4979.42 212 4979.53 212.2 4979.3 239.8 4979.2 239.9 4983 Manning's n Values num- 3 Ste n Val 100 .016 Sta 100.1 n Val .016 Sta 239.8 n Val .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 239.8 1 1 1 .1 .3 Ineffective Flow num- 2 Sta L Ste R Elev Permanent 100 127.1 F ' 212 239.9 F CROSS SECTION RIVER: mountain ' REACH: Mtn Below Colleg R5: 2000 INPUT Description: Sta. 20+00 (above Walnut)@ Mountain 6 College (7+00) Station Elevation Data num- 22 Ste Elev Sta Elev Ste Elev Ste Elev Ste Elev 100 4983 100.1 4978. 59 103 4978.59 110.5 4978. 45 122.5 4978.29 130.5 4978.54 136 4978.94 137.3 4978.97 137.5 4978. 54 150 4979 173.5 4979.19 173.7 4979.49 175 4979.52 201.2 4979 209 4978.56 209.3 4979.01 211.5 4979 216 4979.23 223.5 4979. 14 241 4979.18 244.8 4979.18 245 4983 Manning's n Values num- 3 ' Ste n Val Ste n Val Ste n Val 100 .016 100 .016 245 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 245 63 63 63 .1 ' CROSS SECTION .3 RIVER: mountain REACH: Mtn Below Colleg RS: 1937 INPUT Description: Sta. 19+37 (above walnuq (6+37) Station Elevation Data num- 17 Ste Elev Sta Elev Ste Elev Ste Elev Ste Elev 100 4983 100.1 4979.09 101 4978.39 119.4 4978 123.5 4978 138 4978.44 138.3 4977.88 174.6 4978.72 174.8 4979.21 180.4 4979.3 ' 185.E 4979.25 186 4978.83 210 4978.23 227.8 4978.09 228 4978.61 240.6 4979 240.7 4983 Manning's n Values num- 3 Ste n Val Ste n Val Sta n Val 100 .016 100.1 .016 240.7 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 240.7 105 105 105 .1 .3 Ineffective Flow num- 1 Ste L Ste R Elev Permanent 00 111 CROSS SECTION F RIVER: mountain REACH: Mtn Below Colleg RS: 1832 INPUT Description: Sta. 18r32 (above walnuq @ Mountain and Linden (5+32) (pedestrian Station Elevation Data num- 16 Sta Elev Sta Elev Sta Elev Ste Elev Ste Elev 100 4982 104.8 4982 104.9 4978.84 106.6 4978.68 138.2 4978.19 138.7 4977.55 151.9 4978.15 173 4978.09 180.3 4978.8 186.2 4978.51 ' 211 4977.58 226.2 4976.95 228.2 4977.33 228.6 4977.63 245.6 4977.8 405.8 4979 Manning's n Values num- 3 Ste n Val Ste n Val Ste n Val 100 .016 1O6.6 .016 245.6 .016 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 106.6 245.6 64 64 64 .1 .3 CROSS SECTION 1 Page 11 of 20 1 1 I 1 11 RIVER: mountain REACH: Mtn Bela. Colleg RS: 1768 INPUT Description: Sta. 17+68(above Walnut) (4+68) Station Elevation Data rum- 19 Sta Elev Eta Elev Sta EleV Sta Elev Sta Elev 100 4981 102.1 4981 102.2 4977.59 106.9 4977.5 120 4977.4 120.7 4976.95 152.3 4977.63 165.3 4977.66 165.7 4978.37 175.7 4978.55 185.2 4978.13 186 4977.65 212.3 4977.16 225.7 4976.72 228.3 4976.93 228.8 4977.25 241.3 4977.05 243.5 4978.1 243.6 4981 Manning's n Values num- 3 Ste n Val Sta n Val Ste n Val 100 .016 102.2 .016 243.5 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan 102.2 243.5 83 83 83 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn Belo. Colleg RE: 1685 INPUT Description: Sta. 16+85(above Walnut), Mountain 6 Remington (3+85) Station Elevation Data num- 13 Eta Elev Sta Elev Ste Elev Ste Elev Sta Elev 100 4982 103 4982 105.1 4977. 13 105.7 4976.93 115 4971 139.4 4976.36 139.6 4975.97 164.6 4977.28 212.3 4976.85 212.4 4977.35 246.8 4977.42 412.6 4978 412.7 4982 Manning's n Values num- 3 Ste n Val Ste n Val Sta n Val 100 .016 100 .016 246.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contra Expan. 100 246.8 1 1 1 .1 .3 Ineffective Flow num. 2 Sta L Ste R Elev Permanent 100 100 F 245 412.7 F CROSS SECTION RIVER: mountain REACH: Remington RS: 400 INPUT Description: Sta. 4+00 (Remington 6 Oak) Station Elevation Data num- 10 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4979.64 114 4978.99 145.8 4979.78 177 4978.44 179.5 4978.37 179.7 4978.73 194.6 4979.02 197.2 4979 197.3 4983 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 197.2 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 197.2 400 400 400 .1 .3 CROSS SECTION RIVER: mountain REACH: Remington RS: 000 ' INPUT Description: Sta. 0+00 (Remington 6 Moun[ian) Station Elevation Data num= 11 Sta Elev Ste Elev Sta Elev Ste Elev Ste Elev 100 4981 100.1 4978.1 112.3 4977.42 128.5 4977.2 128.6 4976.65 143.3 4977.16 165.7 4976. 34 165.8 4976.83 203.8 4977.53 209.6 4978.05 1 209.7 4981 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 209.6 .016 ' Bank Sta: Left 100.1 Right 209.6 Lengths: Left Channel 1 1 Right 1 Coeff Cont, .1 Expan. .3 CROSS SECTION RIVER: mountain REACH: Mtn below Homing RS: 1587 INPUT Description: Sta. 15+87(above Walnut) Mountain 5 Remington (2+87) 1 Page 12 of 20 ' Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4981 105.8 4981 105.9 4976.13 108 4975.4 121.9 4975.3 ' 122 4974.8 166.3 4976.49 166.6 4977.06 175.3 4978.08 184.3 4976.85 184.5 4976.28 215.3 4975.6 215.5 4976.08 236.6 4976.6 246.8 4978.05 246.8 4981 Manning's n Values num- 3 Ste n Val Ste n Val Ste n Val 100 .016 105.9 .016 246.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Court. Expan. 105.9 246.8 136 136 136 .1 .3 Right Levee Station- 175.3 Elevation- 4978.08 ' CROSS SECTION RIVER: mountain REACH: Mtn below Naming RS: 1451 INPUT ' Description: Sta. 14+00 )above Walnut), Mountain 6 Walnut (1+00) Station Elevation Data num- 17 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4978.3 106.5 4978.3 108.9 4974.5 122.8 4974.2 123.1 4973.7 171.3 4975.45 171.7 4975.98 173.6 4976.22 177.2 4975.75 177.3 4975.23 219.9 4973.88 228.8 4973. 35 230.8 4973. 54 231 4974. 02 - 247 4974.66 ' 277.6 4974.9 277.7 4978.3 Manning's n Values num- 3 Ste n Val Ste n Val Sta n Val 100 .016 106.5 .016 247 .016 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 106.5 247 24 24 24 .1 .3 Right Levee Station- 173.6 Elevation- 4976.22 CROSS SECTION ' RIVER: mountain REACH: Mtn below Reming RS: 1427 INPUT Description: Ste, 14+001above Walnut), Mountain 6 Walnut )1+00) Station Elevation Data num- 17 ' Sta Elev Ste Elev Ste Elev Sta Elev Sta Elev 100 4978 106.5 4978 108.9 4975.2 123.9 4975 124 4974.1 131 4974 141 4974.1 168 4975.2 177.2 4975.45 177.3 4974.93 219.9 4973.56 228.8 4973.05 230.8 4973.24 231 4973.72 247 4974.36 277.6 4974.6 277.7 4978 ' Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 106.5 .016 247 .016 Bank Ste: Left Right Lengths: Left Channel Right Coeff Court. Expan. 106.5 297 27 27 27 .1 .3 ' Right Levee Static n_ 173.6 elevation- 4975.92 CROSS SECTION RIVER: mountain ' REACH: Mtn below Reming RS: 1400 INPUT Description: Sta. 14+00(above Walnut), Mountain 6 Walnut (1�00) Station Elevation Data num- 17 Sta Elev Sta 100 4978 106.5 Elev 4978 Sta Elev 108.9 4974.2 Sta 122.8 Elev 4973.9 Ste 123.1 Elev 4973.4 1 171.3 4975.15 171.7 4975.60 173.6 4975.92 177.2 4975.45 177.3 4974.93 219.9 4973.58 220.8 4973.05 230.8 4973.24 231 4973. 72 247 4974.36 277.6 4974.6 277.7 4978 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 106.5 .016 247 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 106.5 247 100 100 100 .1 .3 Right Levee Station- 173.6 Elevation- 4975.92 ' CROSS SECTION RIVER: mountain REACH: Mathews RS: 169 1 INPUT Description: Sta. 1+69 (Mathews 6 Mountain) Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4976 100.1 4974.4 115.5 4974.1 115.6 4973.56 143.6 4974.26 Page 13 of 20 ' 145.4 4974.29 158.5 4974.02 159.2 4973.98 172.4 4973.31 174 4973.14 175.8 4973.66 191.1 4974 222.6 4974.8 Manning's n Values num= 3 ' Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 191.1 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 100.1 191.1 CROSS SECTION 169 169 169 .1 .3 RIVER: mountain ' REACH: Mathews INPUT RS: 100 Description: Sta. 0+00 (Mathews 6 Mountain) Station Elevation Data num- 8 Sta Elev Ste Elev Sta Elev Sta Elev Ste Elev 100 4973.55 110 4973.73 110.8 4974.6 130 4973.89 130.5 4973.42 148.2 4973. 52 166.4 4973.19 167 4973.71 ' Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 .016 167 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. ' 100 167 1 1 1 .1 .3 CROSS SECTION RIVER: mountain ' REACH: mtn below walnut - RS: 1200 INPUT Description: Sta. 12+00(below Walnut), Mountian 6 Walnut Station Elevation Data num- 21 Sta Elev Ste 100 4977 100.1 Elev 4973 Sta 107.1 Elev 4973 Sta 129.2 Elev 4973 Sta 160.8 Elev 4973.95 174.1 4973.32 182.1 4973.07 190.1 4974 200.7 4974 210.5 4973.6 211 4973.16 213 4973.25 250.5 4973.4 250.8 4973.95 256.5 4974 257.1 4973.5 292.7 4973 293.6 4973.45 309.9 4973.53 313.3 4973.5 313.4 4977 Manning's n Values num- 3 ' Sta n Val Ste n Val Sea n Val 100 .016 174.1 .016 313.3 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 174.1 313.3 100 100 100 .1 .3 ' CROSS SECTION RIVER: mountain REACH: mtn below walnut - - RS: 1100 INPUT ' Description: Sta. 11+00(below Walnut) Station Elevation Data num- 16 Sta Elev Sta Elev Ste Elev Sta Elev Sta Elev 100 4977' 108.7 4977 109.8 4972.6 124.4 4972. 11 125 4971.46 127.2 1911,15 177.9 187.4 4972.81 230.8 4972.85 4971.98 178.1 231.3 4973.38 4972.49 182.3 236.1 4974 4972.72 187 245.5 4973.3 4973 ' 245.6 4977 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val ' 100 .016 108.8 Bank Sta: Left Right .016 Lengths: 245.5 .016 Left Channel Right Coeff Cont, Expan. 108.8 245.5 200 200 200 .1 .3 CROSS SECTION ' RIVER: mountain REACH: mtn below walnut - RS: 900 INPUT Description: Sta. 9+00 Station Elevation Data num- 13 ' Sta Elev Ste Elev Sta Elev Sta Elev Sta Elev 100 4971.65 109 4971.46 125.2 4970.95 125.4 4970.16 128.6 4970.56 169 4971.6 189.2 4971.6 198.8 4971. 47 224.1 4971.09 233.8 4970.45 234 4971.21 242.6 4971.57 245.6 4971.72 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val t 100 .016 125.4 .016 233.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 125.4 233.6 150 150 150 .1 .3 F l J Page 14 of 20 ' CROSS SECTION ' RIVER: mountain REACH: mtn below walnut RS: 750 INPUT Description: Sta. 7+50(below Walnut), Mountain b Peterson Station Elevation Data num- 17 ' Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4973 100.1 4971.4 114 4970.48 124.2 4970.94 128 4970.92 132 4971.2 140.9 4970.7 143.2 4970 145.8 4970 183.2 4970.4 210.7 4970.54 242.4 4970 246.4 4969.89 252.5 4970 259.6 4970.37 277.8 4970.4 277.9 Manning's n Values 4973 num- 3 Sta n Val Ste n Val Sta n Val 100 .016 124.2 .016 277.8 .016 Bank Sta: Left Right 124.2 277.8 Lengths: Left Channel 30 30 Right 30 Coeff Contr. .1 Expan. .3 ' Ineffective Flow num- 2 Ste L Sta R Elev Permanent 100 128 F 277.8 277.9 F ' CROSS SECTION RIVER: mountain REACH: Mtn -below -walnut RS: 720 INPUT Sta. (below Walnut) DescripStation Mountain 6Riverside 1 Elevation Station Elevation Data Data num- 13 Sta Elev Sta Elev Sta Elev Ste Elev Sta Elev 100 4973 100.1 4971.4 123.8 4970.79 139.3 4969.97 141.1 4969.65 143.3 4969.87 182.5 4970.43 204.1 4970.43 246.4 4969.67 249 4969.71 ' 248.8 4970.18 254 Manning's n Values 4970.56 num= 277.8 3 4971 Sta n Val Sta n Val Sta u Val 100 .016 100.1 .016 254 .016 ' Bank Sta: Left Right 100.1 254 Lengths: Left Channel 58 224 Right 269 Coeff Contr. .1 Expan. .3 CROSS SECTION RIVER: mountain REACH: Peterson RS: 389 ' INPUT Description: Sta. 3+89 (Peterson a Oak) Station Elevation Data num- 7 Sta Elev Ste Elev Sta Elev Sta Elev Ste Elev 100 4972.03 146.2 4971.11 146.5 4970.55 175.5 4971.19 207 4969.93 ' 207.2 4970.6 223.1 4970.84 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val 100 .03 146.5 .016 207 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeft Cent, Expan. ' 146.5 207 389 389 389 .1 .3 CROSS SECTION RIVER: mountain ' REACH: Peterson RS: 000 INPUT Description: Sta. 0+00 (Peterson 6 Mountain) Station Elevation Data num= 10 Ste Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4969.87 107.7 4969.85 120 4969.56 120.3 4969.09 120.7 4969. 16 148 4969,95 174.5 4968.84 176.8 4968.69 177.7 4969. 31 185.9 4970 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .03 120.3 .016 176.8 .03 ' Bank Sta: Left Right - Lengths: Left Channel Right Coeff Contra Expan. 120.3 176.8 1 1 1 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn. below peter RS: 639 INPUT 1 Page 15 of 20 1 Description: Data (Mountain and Peterson) E. of Peterson Station ElevationData num- 12 � Sta Elev Sta 48.2 4970.8 100 Elev 4970.4 Sta 103.3 Elev 4969.45 Sta 104 Elev 4969.07 Sta 105.7 Elev 4969.12 139.5 4970.05 176.8 4969.89 178.1 4969.8 178.3 4970.3 187.2 4970.41 206.1 4970.31 245.2 4970.2 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 48.2 .016 105.7 .016 178.1 .03 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 105.7 178.1 44 65 BO .1 .3 CROSS SECTION ' RIVER: mountain REACH: Mtn. below peter RS: 574 INPUT Description: Sta. 5+74 (Mountain 6 Riverside) W. of Riverside ' Station Elevation Data num- 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4969.5 89.2 4969.3 100 4969.62 118.7 4969.2 126.5 4968.8 126.7 4968.3 128.6 4968.4 150 4969.15 161.7 4969.45 175.3 4969.33 176.8 4969.25 177 4969.75 183.8 4969.79 Manning's n Values num- 3 ' Sta n Val Sta n Val Sta n Val 0 .016 126.7 .016 176.8 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 126.7 176.8 CROSS SECTION 1 1 1 .1 .3 RIVER: walnut REACH: 10+00 17+50 AS: 977 1 INPUT Description: Sta. 9+]] (Walnut 6 College) Station Elevation Data num- 7 Sta Elev Ste Elev Sta Elev Ste Elev , Sta Elev 100 4980.36 121.4 4980.41 121.6 4980.08 159.5 4980.07 189.5 4979.21 189.7 4979.6 210 4979.57 ' Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 .016 210 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 100 210 77 77 77 .1 .3 CROSS SECTION ' RIVER: walnut REACH: 1010017,50 RS: 900 INPUT Description: Sta. 9+00, Walnut 6 College Station Elevation Data num- 13 Sta Elev Sta 100 4983 100.1 Elev 4980 Sta 137.2 Elev 4980 Sta 137.3 Elev 4980 Sta 145.9 Elev 4980 146 4979.5 155.8 4980 159 4980.2 162.3 4980 178.7 4979.8 178.8 4980.3 196.2 4980.5 196.3 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 .016 196.2 .016 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 196.2 400 400 400 .1 .3 CROSS SECTION ' RIVER: walnut REACH: 10+00_17+50 RS: 500 INPUT Description: Sta. 5+00, Walnut 6 Linden Station Elevation Data num= 12 ' Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4980 100.1 4977.62 100.7 4977.18 113.1 4977 136 4977.41 136.3 4976.86 152.2 4977.83 168.6 4977.47 177.1 4977.52 188.5 4977.34 207.1 4977.38 207.2 49B0 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 207.1 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1 1 1 1 Page 16 of 20 100.1 207.1 105 105 105 .1 .3 CROSS SECTION RIVER: walnut REACH: 10+00 17+50 RS: 400 INPUT Description: Sta. 4+00 Walnut 6 Linden(west side( Station Elevation Data num- 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4980 100.1 4977.7 135.5 4977.22 135.7 4976.78 152 4977.13 168.8 4976.87 181.3 4976.84 201.8 4977.62 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 201.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 201.8 150 150 150 .1 .3 CROSS SECTION RIVER: walnut REACH: 10+00_17+50 RS: 258 INPUT Description: Sta. 2+58, Walnut Station Elevation Data num- 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4978 100.1 4975.9 106.2 4975.6 116 4975.14 116.2 4974,72 118.3 4974.59 141.2 4975.84 153.9 4976.02 165.7 4975. 84 191.3 4975.3 191.6 4975.8 203.6 4976 203.7 4978 Manning's n valves num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 203.6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 203.6 158 158 158 .1 .3 Left Levee Station- 153.9 Elevation- 4976.02 CROSS SECTION RIVER: walnut REACH: 10+00_17+50 RS: 100 INPUT Description: Sta. 1+00, Walnut and Mountain Station Elevation Data num- 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4977 100.1 4973 141.9 4974 201.4 4974 202.9 4974 203 4973.5 211.7 4974 239.1 4974.3 265.4 4974 277.4 4973.5 277.9 4974 291.9 4974.2 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 201.4 .016 291.9 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 201.4 291.9 100 100 100 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 141.9 F 291.9 291.9 F Left Levee Station- 239.1 Elevation- 4974.3 SUMMARY OF MANNING'S N VALUES River:mountain Reach River Sta. nl n2 n3 Mtn above Mason 2704 .016 .016 .016 Mtn above Mason 2642 .016 .016 .016 Mason 987 .03 .016 .03 Mason 902 .016 .016 .016 Mason 580 .016 .016 .016 Mason 197 .016 .016 .016 Mason 391 .016 .016 .016 Mason 250 .016 .016 .016 Mason 000 .03 .016 .03 Mtn above Colleg 2543 .016 .016 .016 Mtn above Colleg 2150 .016 .016 .016 Mtn above Colleg 2128 .016 .016 .016 College NE 563 .016 .016 .016 College NE 364 .016 .016 .016 College NE 317 .016 .016 .016 College NE _ 180 .016 .016 .016 College HE 000 .016 .016 .016 Page 17 of 20 ' college North 679 .016 .016 .016 college North 563 .016 .016 .016 college North 364 .016 .016 .016 college North 317 .016 .016 .016 ' college North 180 .016 .016 .016 college North 0 .016 .016 .016 Col Lege 994 .016 .016 .016 College 905 .016 .016 .016 College 051 .01 .016 .016 College 500 500 .0166 .016 .016 ' College 405 .016 .016 .016 College 205 .016 .016 .016 College 000 .016 .016 .016 Mtn Below Colleg 2000 .016 .016 .016 Mtn Below Colleg Mtn Below Colleg 1937 1832 .016 .016 .016 .016 .016 .016 Mtn Below Colleg 1768 .016 .016 .016 Mtn Below Colleg 1685 .016 .016 .016 Remington 400 .016 .016 .016 Remington 000 .016 .016 .016 Mtn below Reming 1587 .016 .016 Mtn below Reming 1451 .016 .016 .016 .016 ' Mtn below Reming 1427 .016 .016 .016 Mtn below Reming 1400 .016 .016 .016 Mathews 169 .016 .016 .016 Mathews 000 .016 .016 .016 Mtn -below -walnut 1200 .016 .016 .016 mtn_below walnut 1100 .016 .016 .016 ' mtn below walnut 900 .016 .016 .016 mtn below walnut 750 .016 .016 .016 Mtn -below -walnut 720 .016 .016 .016 Peterson 389 .03 .016 .03 Peterson 000 .03 .016 .03 Mtn. below peter 639 .016 .016 .03 ' Mtn. below peter 574 .016 .016 .03 River:walnut ' Reach 10+00 17+50 River Sta. 977 nl .016 n2 .016 n3 .016 10+00 17+50 900 .016 .016 .016 10+00 17+50 500 .016 .016 .016 10+00 17+50 400 .016 .016 .016 . ' 10+00 17+50 10+00_17+50 258 100 .016 .016 .016 .016 .016 .016 SUMMARY OF REACH LENGTHS River: mountain Reach River Sta. Left Channel Right Mtn above Mason 2704 62 62 62 Mtn above Mason 2642 99 99 99 ' Mason 987 85 85 85 Mason 902 322 322 322 Mason 580 83 83 83 Mason 497 106 106 106 Mason 391 141 141 141 Mason Mason 250 00 1 1 125012525 1 1 ' Mtn above Colleg 2543 393 393 393 Mtn above Colleg 2150 72 72 72 Mtn above Colleg 2128 50 50 50 College NE 563 199 199 199 College NE College NE 364 317 47 180 47 180 47 180 ' College NE 180 180 180 180 College NE 000 1 1 1 college North 679 136 116 7 college North 563 199 199 199 college North 364 47 47 47 college North 317 137 137 137 t college North 180 180 180 180 college North 0 1 1 1 College 994 89 89 89 College 905 54 54 54 College 851 351 351 351 College 500 95 95 95 ' College 405 405 405 405 College 205 205 205 205 College 000 1 1 1 Mtn Below Colleg 2000 63. 63 63 Mtn Below Colleg 1937 105 105 105 Mtn Below Colleg 1832 64 64 64 Mtn Below Colleg 1768 83 83 83 Mtn Below Colleg 1685 1 1 1 Remington 400 400 400 400 Remington 000 1 1 1 Mtn below Reming 1587 136 136 136 1 11 Page 18 of 20 Mtn below Reming 1451 24 24 24 Mtn below Reming 1427 27 27 27 Mtn below Reming 1400 100 100 100 Mathews 169 169 169 169 Mathews 000 1 1 1 mtn below walnut 1200 100 100 100 mtn below walnut 1100 200 200 200 Mtn -below -walnut 900 150 150 150 mtn below walnut 750 30 30 30 mtn below_walnut 720 5B 224 269 Peterson 389 389 389 389 Peterson 000 1 1 1 Mtn, below peter 639 44 65 80 Mtn. below peter 574 1 1 1 River: walnut Reach River Sta. Left Channel Right 10+00 17+50 977 77 77 77 10+00 17+50 900 400 400 400 10+00 17+50 500 105 105 105 10+00 17+50 400 150 150 150 10+00 17+50 258 158 15B 158 10+00_17+50 100 100 100 100 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS Riven mountain Reach River Sta. Cont, Expan. Mtn above Mason 2704 .1 .3 Mtn above Mason 2642 .1 .3 Mason 987 .1 .3 Mason 902 .1 .3 Mason 580 .3 .3 Mason 497 .1 .3 Mason 391 .1 .3 Mason 250 .1 .3 Mason 000 .1 .3 Mtn above Colleg 2543 .1 .3 Mtn above Cclleg 2150 .1 .3 Mtn above Colleg 2128 .1 .3 College NE 563 .1 .3 College NE 364 .1 .3 College NE 317 .1 .3 College NE 180 .1 .3 College NE 000 .1 .3 college North 679 .1 .3 college North 563 .1 .3 college North 364 .1 .3 college North 317 .1 .3 college North 180 .1 .3 college North 0 .1 .3 College 994 .1 .3 College 905 .1 .3 College 851 .1 .3 College 500 .1 .3 College 405 .1 .3 College 205 .1 .3 College 000 .1 .3 Mtn Below Colleg 2000 .1 .3 Mtn Below Colleg 1937 .1 .3 Mtn Below Colleg 1832 .1 .3 Mtn Below Colleg 1768 .1 .3 Mtn Below Colleg 1685 .1 .3 Remington 400 .1 .3 Remington 000 .1 .3 Mtn below Reming 1587 .1 .3 Mtn below Reming 1451 .1 .3 Mtn below Reming 1427 .1 .3 Mtn below Reming 1400 .1 .3 Mathews 169 .1 .3 Mathews 000 .1 .3 mtn below walnut 1200 .1 .3 mtn below walnut 1100 .1 .3 mtn below walnut 900 .1 .3 mtn below walnut 750 .1 .3 mtn below walnut 720 .1 .3 Peterson 389 .1 .3 Peterson 000 .1 .3 Mtn. below peter 639 .1 .3 Mtn. below peter 574 .1 .3 River: walnut Reach River Sta. Contr. Expan. 10+00_17+50 977 .1 .3 ' Page 19 of 20 10+00 17+50 900 .1 .3 10+00 17+50 500 .1 .3 1 1+00-17+50 .1 .3 1017+50 258+p0 258 .1 .3 10+00 17+50 100 .1 .3 Puflle Output Table - Btentlar0 Table 1 River PeacM1_ I"" 5Ge Prof Ile 0 Total in Ch El M.S. Elev CrIL N.S. E.C. Blew E.L, Bloom Vel Chnl Flow At.. To, Nlbth Froutle Ic[el I[GI (It) IfLI Iftl If Glftl (ids) 4a9 [GI If[1 1 Chi walnut 10,00 I1r50 977 IF 1 1.00 4979+21 4980.14 4979+39 498D.14 0.000001 0.03 28.90 98. xalnuL 10.00 17,50 Soo IF 1 17,00 4979.$D 9980.D5 4980.05 4980.12 0,010243 2.12 8.01 44 73.88 0.01 walnut xa lout 10.00_27.50 Soo IF l 21.00 4916.06 4977.53 4977.34 4977.55 0.000708 0,91 21.14 88,49 1.14 10,00 17150 400 IF 1 36.30 4916.10 4971. 19 4977.19 4971.31 0.006288 2.80 12.97 55.04 0.34 walnut walnut 10.00 17,50 258 IF 1 16.30 4974.59 4975.92 4915.98 4976.14 0.009935 3.69 9.83 30.71 1.02 un Cain 10,00 1l.so Mtn too IF 1 36.30 4973.50 4974.23 4914.29 4974.43 0.011,58 3.61 10.05 46.50 1.29 1.31 am Laln above Maaon 2704 IF 1 44.00 4902.81 4983, 62 4583.71 4983.96 0.009992 4.69 9.40 25.81 un MounCain In above Maaon 2642 IF 1 7.00 4982.98 4983. 35 4983.3E 4983.41 0.007296 2.05 3.41 21.52 1.37 un Leln Mason Maaon 987 IF 1 365.OD 4991.59 4913.21 4992.84 4993.33 0.000972 3.21 156.94 159.02 0.99 0.52 .In Weon 902 IF 1 365.00 4991+38 4992.72 4992.72 4993.15 0.004032 5.19 69.44 81.91 1.00 u n[eln Maaon 580 IF 1 365.DO 4988.69 499D.09 499D.34 4990.95 0,012580 7.14 49.40 84.61 1.6E mountain WaOn 497 IF 1 374.00 4988.20 4989, 74 4989.79 4990.22 0.005020 5.72 67.77 89,B5 1, 12 ountaln Maaon 391 IF 1 52.00 4987.26 4991.14 4987.99 4989.45 D.IIIOD3 10. 15 5.3E 35. 6] I. I6 .on un [e In Maaon 250 PF 1 51,00 :185.00 1985. 9) 4986.01 4906. 21 O.00B OOI 9.21 13.17 )3.50 1.23 Mo in Boo PF 1 53. 00 1982.60 q98 J. 61 4983. ]2 49A J. 99 0.009818 5.03 12.21 27. 61 l.)8 ' untaln above Colleg, 2543 IF 1 7.00 1982.I1 4983.90 99B1.68 4903.5] O.Ip19J8 0.1E 0,84 5.39 1.74 Mtn above Colleg 2150 IF 1 0. go 4919,11 4979.91 49]9. ]9 9979.92 O.p00014 OAT 11.51 84.10 Cain to above Colleg 2128 IF 1 10.00 1979.1) 1919. 8] 4979.71 4119.81 0.000q]3 0.]1 16.09 110. T1 0.35 mountain College NE 563 PF 1 1.20 1919.15 1919. 19 4979.67 49]9.79 0.0 D06JB p.6] J.50 14.9] 0.3] mountain College NE 364 IF 1 2,20 4979.24 4979.74 1979. 74 4979.74 0.000130 0,0.000130 O. J9 5.61 5.63 29. 29.9 0.27 30 ountaln Collage NB 311 PF 1 2.20 4979.30 4979.65 9979.6E 0+39+DO 79 0.1E eln eunuln College NE College NE I80 Goo PT 1 IF 1 3.10 2.20 1918.13 1918.49 4918.8E 4979.41 4978.67 4918.86 0.000289 0.55 4.03 19.47 0.15 0.11 mountain college North 679 IF 1 27.20 4919.5. 4990. 70 4980.23 4919.41 4980.71 0.000002 0.000212 O.no 0.92 26.03 29.50 48.78 0.02 mountain ountaln college North cede.. North 563 364 IF 1 25.00 4979.45 4980.68 4980.69 0.000209 0.83 30.08 101.50 132.73 0,21 0.21 ountaln College North 311 IF 1 IF 1 25.00 25,00 4979.24 4980.58 4980.61 0.000991 1.26 19.81 138.19 0.42 our Coln col loge No[Gh I80 pF 1 25.00 1979.30 1910.11 g980.52 9980.5E 0.001338 I.II I], 99 120.57 0.48 untaln college North 0 IF 1 25.00 4918.49 19BO.11 4980.39 0.00096E 1.3] 19, ]2 139. 60 0.41 mountain College 994 IF 1 266.00 4979.91 4975.91 4980.02 0.006090 2.64 9.46 I0D.69 0.99 mounCain College 905 PP 1 17D.00 4990.0 4988.89 4991.10 4991.21 4991.51 0.009995 5.14 51.71 124.33 1.41 mountain College A51 IF 1 110.00 49R7. 4989. 62 4909.84 4990.29 0.023807 6.55 25.91 83.78 2.B7 ountaln College Soo IF 1 110.00 81 4984.46 4980. 93 4909.05 4989.31 0.011240 5.33 31.89 19.31 1.48 oun[e In Ca liege 4p5 IF 1 27.00 4984.6B 4984+85 4985.24 0.012240 2.29 30.2E 95.53 1, 23 to In College 205 IF 1 27.00 4983. 12 4979.16 4982.43 4982.66 4983.14 0.130487 9.18 2.94 20.10 4.24 mounLain College 000 IF 1 27.00 4978.85 4980.30 498D.22 4980,16 0.003007 2.07 13.n4 49.41 0.71 mounthin Mtn Below Colleg 2000 IF I 122.00 9978.29 4979.42 4979.42 4979.54 0.005730 2.78 9.13 66.14 0.91 ounu Mtn Below Colleg 1137 IF 1 122.00 49l].08 4919.13 4978.13 4979.18 1919.35 0.005856 3.72 32.83 85.7E 1.06 u lln ounn Mtn Below Cel leg 1032 IF 1 I22.00 197E 4978.00 4978.]6 4978.97 0.006138 3.91 31.14 115.88 1.05 to In Ntn Below Colleg Il61 pF 1 122.00 .95 9916. 12 49]].60 1918. 16 9918. 31 O.Op5902 4.17 31.9] 96. 11 1. 10 ountaln Mtn Below Colleg 1fi B5 PF t 122.00 49]5.91 4977.19 491].68 497 ], 86 0. 009580 1. 11 39.9E 95.51 1.11 mountain Reming[on 900 IF I 29.0 4918.31 4971.19 4977.37 0.005070 3.41 35.79 96.05 0.98 moun[a In gaml ng[en 000 IF I 29.00 4979.04 4979.08 4979.22 0.010012 3.44 0.42 37.06 1.27 eunuln M[n below gaming 1507 PF 1 62.50 49 )6.31 4917.04 1911.04 49l].17 p,00639] 2, 84 I0.20 13.10 1. 02 untaln Mtn below Peening 1451 IF 1 62.50 4914. A0 19]5.18 4971.72 4916.46 0.048513 7.95 7.86 13.00 32.00 2.83 2, 81 un [a In In Oel ox Remin9 1421 IF 1 62.50 4973.35 9974.9E 1971.6E g9]5.02 O.Op0963 2.01 30.1E 48.87 T aun[a In Mtn below Reain9 1100 IF 1 62.50 4913.0E 4974.73 49]9.]1 4974.9E O.pp4896 3.99 15.6E 1, oturto In Wthewe 169 PF 1 12.00 4913.0E 4913.lq 19]1.20 4973,9E 191q.36 497 .70 49]1.]0 9973+97 0.010300 0.00090E 5.6E 1.09 11 .01 30. 9] 36.17 1.81 mountain to In Me thews 000 IF 1 12 .OD 99l). 19 4913.72 4973.73 0.000720 I.01 11.93 44.35 46.00 B.39 un u In m[n bel ox xa lout . mtn Oel ow wa loth[ t200 pF 1 103.00 I911 .00 1:11.37 49 ]1.q3 g973. 11 0.01]552 l.11 21.88 11I.B7 0.35 I. 54 to In below xe lout II00 900 pF 1 IOI.Oe 1911 .46 19>2. 50 4912.52 19>2. 11 D.p06q 31 3. 67 21.5E 19.31 1.30 ountaln ann mLn be lox_xelnu[ 750 IF 1 101.00 4970.1E 4:71.jo 1911 .40 4171.1. 0.005002 3. 59 29.89 84.6] 0. 99 ountaln m[n Eel ow_xelnuL 720 PF 1 IIt.00 4969.A9 49]D. 79 4970+54 4970.82 0.00057 1.43 ]0. ]6 150.10 0.3E ounu 3n pete[aun 389 PP 1 101. 00 9969. 65 49]0. 10 49 ]0.01 0.000383 1.29 T9.21 111.9E 0.35 [a In Petaraon IF ] 10.00 4961.93 4970. 75 4970.1E 4970.71 0.000591 I.OS 10.20 39.9E 0.3J Coln Mtn. hotov 000 IF 3 10.00 4968.fi9 491p,]6 4970.76 0.00000' a 11 105.39 A5. 90 0.02 mountain un [a In pe Ger 639 IF 1 233.OD 4969. 12 4970, 44 4910.44 4570.72 0.00905E 9.41 61.1] 149. 94 Mtn. below peter 574 IF 1 233.00 4968.30 4969.51 4961.10 4970.21 0.01,454' 7,54 10.187 168. p. 9] :19 11 1. Profile Output Table - Stentlaro Table 2 River Reach Rive[ St. Profit. E.G. Elev N.S. Elev Vel Need Frc Gn Love C [ E Loas 0 LaIL 0 Channel 0 Right Top Width If[1 I[[1 lltl Iftl IfGI Ic[sl Icfel Idol I[tl walnut 1Or00 1]+50 977 IF 1 4980,Iq 4980,11 0.00 0.01 0.01 xalnuL 10:00 1]r50 = 900 IF 1 4980.13 4980.0E O.OI 0.63 0.02 1.00 BB .q1 walnut I0.O0 I1 �51 500 IF 1 4977.55 4977+53 0 of 0.21 0.02 1].00 31.00 ]3.BB 73.8 xalnu[ 10 .00 1]450 400 IF 1 g911.31 497].19 0.12 0.91 0, 00 0.00 uelnut Ior DO 17150 258 IF 1 4976.19 4975.12 0.31 1.1] 0.00 36,30 55.0q walnut 101001115D 100 IF 1 49]4.I1 49)4,23 0.21 1.17 0.01 36. ]0 3B, ]3 ounu in ounu in Mtn eEove .,on M[n a.ve Maaon 21B9 2641 IF 1 OF i 9903.9E 49BJ.41 1983.62 4983.35 0. J1 0,0] 36. )0 41.01 96.50 25.81 ta' Maaon 907 PF 1 4993. 13 1991 .21 D. 12 0.63 0.15 0.00 0.03 0.00 ].00 2fi .52 mountain Maaon 902 PF 1 9993.1E 1992. 72 0.13 1.19 0.00 26.52 261 .21 77.2E 159.02 un Ga In .:on SBp IF 1 1990.9E 1990.09 0. 06 1, 15 0.09 0.00 102.08 62.12 87.91 thin Me 19] pF 1 9990.22 1989.71 0.18 p. 62 0. 0.61 276.04 BB.II 81 .61 Coln Weon 391 PF 1 9989.1E 9981,)q I.11 0. 65 11 0.13 S. BO 315.1E 52. 1q 89.8E Mon [e In Mason 250 PF 1 49B 6,21 4985.93 0.29 2,81 0.43 19.OB 2.44 2.92 35. 6] un[a In mounta In Waen Mtn above Coll., leg Op0 2543 PF 1 pF 1 4983.99 4983.51 1983]11 g982. 40 0.38 1.09 2.21 0.01 2.05 59.0B 41.95 33.50 2].61 untaln Mtn above Colleq 2150 IF 1 1979.92 4979.11 0.01 0.1E 0.13 0.07 0.01 0.02 7.00m. . mountain Mtn above Colleg 2128 PF 1 4979.01 4979, 87 0.01 0.51 0.02 8.41 1.51 815.1190 un Leln College NE 563 IF 1 4979.79 4919.79 0.01 0.05 O.OD 1.63 8.29 0.06 Il.77 mountain College NE 364 IF 1 4919.71 4919.11 0.00 p,02 0.01 2,2p 3q q> untaln College NE 317 IF 1 4919,12 1919. 65 0.0E 0.1q 0.02 2.20 24 7] un Coln College NE IB0 PF 1 4918.86 191B, A6 0.00 0. 15 0.co 2.20 I0.14 Coln College NF, Goo IF 1 4919.41 4979.41 OAD 0.04 0.02 2,20 I9 q] un Ga In ca11e9e North 679 IF 1 4980.11 1980. 10 0.01 0,02 p. 00 2.30 48. 77 ountaln allege Na[th 563 IF 1 4980. 69 1980. 6A 0.01 0, 08 0. 00 27.2. 101.50 ountain college North 364 IF 1 4960.61 4900. 58 0.02 0.05 0.00 25.00 132. 73 mountain college North 31) IF 1 4980.55 4900. 53 O.D3 0.15 0.00 25,00 138.19 un Galn college North Igo IF 1 4980.39 4980.37 0.02 0.36 0.01 25.00 128.51 Cain college North 0 IF 1 4990.02 4979.91 0.11 0.16 0+01 25.00 139.60 un Gain College 994 IF 1 1911.51 4991.10 0.41 25.00 100.69 mountain College 905 IF 1 499o.29 4989.62 0.61 1.20 0.0) 266.00 170.00 24.33 124,11 ountaln Collage 951 IF 1 4119,37 4998.91 0.44 0.81 0.01 170.00 0.00 8378 eu ntaln College Soo IF 1 4985.19 4904.6A 0.56 4.12 0.01 O. JI 8.3] 0.00 79.31 19.31 un Lain Collage 405 IF 1 4903.74 4902.43 1.31 1.42 D.08 160.00 13 mountain College 205 IF I 4900.1E 4900. 3o 0.01 0.83 0.01 27.00 20.20 ountaln College 020 IF 1 1979,54 4111.42 0.12 0.17 0.00 VAR 27.00 49.47 ountain Mu Be lov Colleg 3000 IF 1 4979.3S 4979. 13 0.21 0.11 0.01 mountainmountain Mtn Below Colleg 1931 IF 1 4918.97 4978. 73 0.24 0.38 0.00 I22.00 85.71 un Gain MIn Below Colleg 1832 IF 1 4978.33 4978.08 0.25 D.63 0.00 122.00 112.42 115.8B in aunt'!" •unto In Mtn Below C011eq Mtn Be 3Ow Colleg 1768 I685 IF 1 PF 1 4977.0E g911.J1 :917.60 g911. 19 R.21 0. 18 0.q7 1.00 133.00 1.58 96.44 95.59 1 •ountaln Paml nq [on 400 PF I 4919.32 g9i9. 04 0. 18 0.5] 0.00 122.00 96.0E oun La in Remington 000 IF 1 4911.17 49]],O4 0.13 0.11 0.01 29. 00 17.08 eu n Galn Mtn below A.ing ISBI IF 1 497l.46 4975,48 0.50 0.84 0.08 29.00 42.10 .au n Gein In below Naming 1451 IF 1 4975.02 4911.95 0.07 0.04 62.50 32,OD oun Galn Mtn below Raming 1421 PF 1 4974.95 4974.71 0.25 0.13 D.02 0.01 62.50 48.87 mountaln MLn below gem lnq I90o IF 1 4974. 10 4979.20 0.50 0.23 0.03 62.50 62.50 33193 ..92 Page 20 of 20 a nteln .1h... 169 PF 1 g3]3.9] 49)3. 95 0.02 0.13 0.01 �13.00 14.35 um to In Na GM1aua 000 PF 1 4913.)3 4973.)2 0.02 0.10 p.01 1},00 <6.OB teln mtn belox xalnat 1300 pF ! 19)3. 17 1]]3. 37 0.40 0.89 0.03 13.42 22. 5B I11,0) ,ur.te In It =belay va lout 1100 PF 1 49)3.11 <9)3.50 0.31 1.00 0.06 101. 00 19. 31 [e In m[n be lov va lnu[ 900 pF 1 I9)I. SB q9 )1. 40 0. 19 1. 13 0.01 ). 98 93.3] 0. ]4 04.61 br, [a In mGn belay valnu[ ]50 PF 1 49]0.83 g3)0.)9 0.03 0.01 0.00 Io1.00 I50. 10 an to In mIn be lox xal nut lap pF 1 1910.81 I910. 18 p.03 0.06 0.03 100.45 0.55 111. 96 u n[e In pauraan l89 PF I 49 )0. 1] 13 )0. 15 p. p} p, 00 0.00 0.00 9. 81 0.19 39. 95 ants In PI.. roan 639 pF 1 1910. 16 g3)0.)6 0.00 0.01 0.03 0.99 6. 15 0.56 85.90 un [e In MGn. CelOx peter 6J9 PF 1 19]0. 13 4910.14 0.29 0.22 0.03 17.12 208.05 1, 81 149. 91 moon Ge In Mtn. below pater 514 pF 1 4970.21 4969.51 0.70 0.47 0.04 65.31 161.63 0.01 168.12 1 1 1 1 1 t 1 1 I 1 APPENDIX F ' Page 1 of 20 0 11 11 HEC-RAS Version 3.1.3 May 2005 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 XX.XXXX 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: Oak Street Outfall - 100yr-Proposed Project File : OakNEmod.prj Run Date and Time: 2/24/2009 3:40:30 PM Project in English units Project Description: Old town Hec 2 Proposed Conditions old -town Hec-2 Run PLAN DATA Plan Title: NE modified with 1.33 SF Plan File : d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Cond-2.24.09\OakNEmod.pl7 Geometry Title: Mountain s Walnut -NE modified Geometry File d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Cond-2. 24.09\OakNEmod. g04 Flow Title Mtn 6 Walnut -NE modified with 1.33 SF Flow File d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposetl Cond-2.24.09\OakNEmod.£05 Plan Description: mixed flow Plan Summary Information: Number of: Cross Sections = 5B Multiple Openings - 0 Culverts - 0 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 FLOW DATA Flow Title: Mtn 6 Walnut -NE modified with 1.33 SF ' Flow File : d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposetl Cond-2.24.09\OakNEmod.fO5 Flow Data (cfs) River Reach RS PF mountain Mtn above Mason 2704 44 mountain Mtn above Mason 2642 7 mountain Mason 987 365 mountain Mason 902 365 mountain Mason 497 374 mountain Mason 391 52 mountain Mtn above Colleg2543 7 ' mountain Mtn above Colleg2150 10 mountain College NE 563 2.2 mountain college North 679 27.2 mountain college North 563 25 mountain College 994 266 mountain College 905 170 ' mountain College 405 27 mountain College 000 27 mountain Mtn Below Colleg2000 122 mountain Remington 400 29 mountain Mtn below Reming1587 03.1 1 Page 2 of 20 ' mountain Mtn below Reming1400 83.1 mountain Mathews 169 12 mountain mtn- owwalnut bel-1200 101 mountain mtn below walnut1100 101 mountain mtn below walnut900 101 mountain Peterson 389 10 mountain Mtn. below peter639 233 walnut 10+00 17+50 977 1 walnut 10+00-17+50 00 17 walnut 10+00 17+50 00 5 21 ' walnut 10+00 17+50 400 48.3 walnut 10+00_17+50 100 48.3 Boundary Conditions ' River Reach Profile Upstream Downstream mountain Mtn above Masan PF 1 Normal S - 0.01 mountain Mason PF 1 Normal S - 0.01 mountain College NE PF 1 mountain college North PF 1 Normal 5 - 0.005 Normal S - 0.01 mountain College PF I Normal 5 - 0.01 mountain Remington PF 1 Normal 5 - 0.01 mountain Mathews PF 1 Normal S - 0.01 mountain Peterson PF 1 Normal 5 - 0.01 mountain Mtn. below peterPF 1 Normal 5 - 0.01 ' walnut 10+00_17+50 PF 1 Normal 5 - 0.000 GEOMETRY DATA Geometry Title: Mountain 6 Walnut -NE modified ' Geometry File : d:\Projects\110-024\Drainage\Modeling\HEC-RAS\Proposed Cond-2.24.09\OakNEmod.g04 Reach Connection Table River Reach Upstream Boundary Downstream Boundary ' mountain Mtn above Mason Mtn 6 Mason mountain Mason Mtn 6 Masan mountain Mtn above Colleg Mtn 6 Mason Mtn6College mountain College NE Mtn6College mountain college North mountain College Mtn6College Mtn6College ' mountain Mtn Below Colleg Mtn6College Mtn 6 Rem mountain Remington Mtn 6 Rem mountain Mtn below Reming Mtn 6 Rem 17+50 mountain Mathews 17+50 mountain mtn-below walnut 17+50 Mtn6pete mountain Peterson Mtn6pete mountain Mtn. below peter Mtn6pete walnut 10+00 17+50 17+50 JUNCTION INFORMATION ' Name: 17+50 Description: Mtn Energy computation Method Length across Junction Tributary River Reach River Reach Length Angle mountain Mtn below Reming to mountain mtn below walnut 50 ' walnut 10+00 17+50 to mountain mtn below walnut 50 mountain Mathews to mountain mtn-below-walnut - 30 Name: Mtn6College ' Description: Energy computation Method Length across Junction Tributary River Reach River Reach Length Angle mountain College to mountain Mtn Below Colleg 30 mountain Mtn above Colleg to mountain mountain college North to mountain Mtn Mtn Below Below Colleg 128 Colleg 30 mountain College NE to mountain Mtn Below Colleg 30 Name: Mtn 6 Rem Description: Energy computation Method ' Length across Junction Tributary River Reach River Reach Length Angle mountain Mtn Below Colleg to mountain Mtn below Reming 98 mountain Remington to mountain Mtn below Reming 30 Name: Mtnpete Description: Energy computation Method Length across Junction Tributary River Reach River Reach Length Angle Page 3 of 20 mountain mtn_below_walnu[ to mountain Mtn. below peter 40 mountain Peterson to mountain Mtn. below peter 30 Name: Mtn 6 Mason Description: Energy computation Method Length across Junction Tributary River Reach mountain Mtn above Mason River to mountain Mtn Reach above Colleg Length Angle 101 ' mountain Mason to mountain Mtn above Colleg 30 CROSS SECTION RIVER: mountain ' REACH: Mtn above Mason RS: 2704 INPUT Description: Ste. 27+04 (14+04) Station Elevation Data num- 14 Sta Elev Ste Elev Sta Elev Ste Elev Ste Elev 100 4987 100.1 4984.25 116 4983.74 116.2 4983.38 125.4 4982.81 128.5 4983.16 156 4984.9 169.1 4984.84 179.8 4984.7 210.8 4983.58 215.4 4983.28 215.6 4984.27 229.2 4985.5 235 4985.69 Manning's n Values num- 3 Ste n Val Ste n Val Sta n Val 100 .016 116 .016 215.6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 116 215.6 62 62 62 .1 .3 ' CROSS SECTION RIVER: mountain REACH: Mtn above Mason RS: 2642 INPUT Description: Sta. 26+92 (Mountain W. of Mason) (13+92) ' Station Elevation Data num= 16 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4986 100.1 4984. 15 109.8 4983.34 127 4983.48 140 4983.36 147.6 4983.35 158.3 4983.13 159.5 4983.04 186 4983.92 193.9 4984.03 219.4 4983.53 226.9 4983.2 228.8 4982.98 229 4983.44 240.4 4983.56 258.9 4983.97 ' Manning'a n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 147.6 .016 229 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 147.6 229 99 99 99 .1 .3 CROSS SECTION RIVER: mountain REACH: Mason RS: 987 INPUT Description: Ste. 9+87 IMason S. of Olive) Station Elevation Data num. 7 Ste Elev Sta 100 4993.4 106.5 Elev 4992. 33 Sta Elev 118.5 4991.59 Sta 155.3 Elev 4992.48 Ste 188.4 Elev 4991.61 198.7 4992.21 261 4992.76 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val 100 .03 118.5 .016 198.4 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 118.5 180.4 85 85 85 .1 .3 CROSS SECTION ' RIVER: mountain REACH: Mason RS: 902 INPUT Description: Ste. 9+02 (Mason N. of Olive) Station Elevation Data num- 11 ' Ste Elev Sis Elev Sta Elev Ste Elev Sta Elev 100 4994 100.1 4992.71 110.1 4992.84 110.3 4991.94 126.5 4991.98 141 4992.11 153.1 4992.06 165.3 4991.65 178.9 4991.38 180.2 4991.45 191.4 4992.01 Manning's n Values num= 3 Ste n Val Sta n Val Sta n Val ' 100 .016 110.1 .016 180.2 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 110.1 180.2 322 322 322 .1 .3 Page 4 of 20 CROSS SECTION ' RIVER: mountain REACH: Mason RS: 580 INPUT Description: Sta. 5+80 Station Elevation Data num- 10 ' Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4992 100.1 4990.75 113.4 4989.9 113.6 4989.4 128.7 4989.70 147.8 4989.91 180.8 4988.69 181 4909.1 195 4989.58 195.1 4992 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val 1 100 .016 113.4 .016 181 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 113.4 181 83 83 83 .1 .3 ' CROSS SECTION RIVER: mountain REACH: Mason AS: 497 INPUT Description: Sta. 4+97 (Mason S. of Oaks ' Station Elevation Data num- 10 Sta Elev Sta Elev Sta Elev Sta Elev Eta Elev 100 4990.35 112.2 4989.14 112.4 4988.54 127.3 4989.23 146.6 4989.3 179.6 4988.2 180.2 4988.82 188.8 4989.08 196 4989. 34 196.1 4992 Manning's n Values num- 3 ' Sta n Val Sta n Val Sta n Val 100 .016 112.4 .016 180.2 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 112.4 180.2 106 106 106 .1 ' CROSS SECTION .3 RIVER: mountain REACH: Mason RS: 391 ' INPUT Description: Sta. 3+91 (Mason N. of Oak( Station Elevation Data num- 12 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4990 118.9 4988.57 125.9 4986.07 133.2 4987.91 135.4 4987.3 136.3 4907.5 160.7 4986.4 173.3 4988.29 200.6 4987.26 200.8 4987.76 ' 217 4987.64 211.1 4991 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val 100 .016 133.2 .016 200.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 133.2 200.8 141 141 141 .1 .3 CROSS SECTION RIVER: mountain ' REACH: Mason RS: 250 INPUT Description: Sta. 2+50 Station Elevation Data num- 10 Ste Elev Sta Elev Sta Elev Ste Elev Sta Elev ' 100 49B5. 97 117.6 4986.21 117.8 4985. 87 155.8 4986.75 164.7 4986.7 191.1 4985.24 192.7 4985.08 193.3 4985.48 209.3 4985.61 209.4 4988 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val 100 .016 100 .016 209.3 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100 209.3 250 250 250 .1 .3 CROSS SECTION ' RIVER: mountain REACH: Masan RS: 000 INPUT Description: Sta. 0+00 (Mason 6 Mountain) Sta. 0+00 (Mason 6 Mountain) ' Station Elevation Data num- 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4986.47 122.6 4985.43 132.5 4985.43 139.5 4984.28 147.5 4984.28 155.2 4983.05 155.4 4982.6 182.6 4984.51 192.6 4984. 51 212 4983.3 1 1 Page 5 of 20 1 1 1 1 215.7 4983.1 216.6 4983.65 238.8 4984.16 238.9 4987 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val 100 .03 155.2 .016 216.6 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 155.2 216.6 1 1 1 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn above Colleg RS: 2543 INPUT Description: Ste. 25+43 (Mountain 6 Mason) (12+43) Station Elevation Data num- 12 Ste Elev Sta Elev Sta Elev Ste Elev Sta Elev 100 4985 100.1 4982.8 137.8 4982.57 138 4982. 17 152 4983 160 4983.2 181.4 4983.2 189.9 4983 205.4 4982.52 207.1 4982.92 242.9 4983.36 243 4985 Manning's n Values num- 3 Sta n Val Ste n Val Ste n Val 100 .016 137.8 .016 207.1 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan 137.8 207.1 393 393 393 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn above Colleg RS: 2150 INPUT Description: Sta. 21+50 (8+50) Station Elevation Data num- 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4980.15 112.9 4979.93 121.2 4979.88 130.5 4980.16 130.7 4979.74 154.5 4979.95 154.7 4980.45 165.2 4980. 34 166.4 4980.35 166.6 4979.97 202.4 4979.41 202.6 4979.86 204 4979.89 218.4 4979.71 231.1 4979.95 231.2 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 130.5 .016 202.6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 130.5 202.6 72 72 72 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn above Colleg AS: 2128 INPUT Description: Sta. 21+28 Station Elevation Data num= 12 Sta Elev Ste Elev Sta Elev Ste Elev Sta Elev 100 4979.72 135.5 4979.81 142.6 4979.82 142.8 4979. 43 168.7 4979.85 168.9 4980.26 180.7 4990.3 181 4979.96 218.4 4979. 48 218.6 4979.9 226.9 4979.81 233.5 4979.85 Manning'a n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 142.6 .016 218.6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 142.6 218.6 50 50 50 .1 .3 CROSS SECTION RIVER: mountain REACH: College NE RS: 563 ' ' INPUT Description: Sta.5+63 (split flow starting @ Sta 5+63) Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Ste Elev Sta Elev 100 4983 100.1 4980.5 120.3 4979.57 129.3 4979.85 129.5 4979. 45 ' 167.1 4980.41 172.7 4980.78 178.3 4980.5 202.8 4979.89 236.5 4980.39 236.6 4983 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val 100 .016 100.1 .016 236.5 .016 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 236.5 199 199 199 .1 .3 Ineffective Flow num- 2 Sta L Ste R Elev Permanent Page 6 of 20 1 100 100.1 F 172.7 236.6 F CROSS SECTION 1 [1 j 11 RIVER: mountain REACH: College NE RS: 364 INPUT Description: Ste. 3+64 Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Ste Elev Ste Elev 100 49B3 100.1 4979.86 116.2 4979.35 116.4 4979.24 133.1 4979.9 168.9 4980.55 205.2 49BO.33 223.4 4979.54 223.6 4980.2 239 4980.6 239.1 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 239 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan 100.1 239 47 47 47 .1 .3 Ineffective Flow num- 2 Sta L Ste R Elev Permanent 100 100.1 F Ica ,9 239.1 F CROSS SECTION RIVER: mountain REACH: College NE RS: 317 INPUT Description: Ste. 3+17 Station Elevation Data num- 11 Ste EleV Ste Elev Sta Elev Ste Elev Sta Elev 100 4983 100.1 4979.79 114.1 4979.78 114.3 4979.38 131.1 4979.96 166.E 4980.55 204.7 4980.32 221.5 4979.53 221.3 4979.97 235.8 4980.48 235.9 4983 Manning's n Values num- 3 Sta n Val Sta n Val Ste n Val 100 .016 100.1 .016 235.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100,1 235.8 180 ISO ISO .1 .3 Ineffective Flow num- 2 Ste L Ste R Elev Permanent 100 100.1 F 166.8 235.9 F CROSS SECTION RIVER: mountain REACH: College NE RE: 180 INPUT Description: Sta. 1+80 (N. College of alley) Station Elevation Data num- 11 Sta Elev Sta Elev Sta Elev Ste Elev are Elev 100 4983 100.1 4978.46 115.7 4978. 97 115.9 4918.41 133.6 4979.5 172.5 4980. 37 207.6 4980.08 223.6 4979.3 223.8 4979.92 240 49BO.36 240.1 4983 Manning's n Values num- 3 Sta n Val Sta n Val Ste n Val 100 .016 100.1 .016 240 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan 100.1 240 180 180 180 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 100.1 F 172.5 240.1 F CROSS SECTION RIVER: mountain REACH: College HE RS: 000 INPUT ' Description: 0+00 College n. of Mountain) Station Elevation Data Data num- 14 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4983 100.1 4978.72 111.4 4978.49 133.3 4979.21 133.5 4978.79 157.7 4979.76 169.5 4981.42 181 4980.27 181.2 4980.01 205.4 4979.42 ' 205.6 4979.83 216.4 4979.76 234.6 4980 234.7 4983 Manning's n Values num- 3 Sta n Val Sta n Val Ste n val 100 .016 100.1 .016 234.6 .016 11 1 1 Page 7 of 20 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 234.6 1 1 1 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 100 100.1 F 169.5 234.7 F CROSS SECTION RIVER: mountain REACH: college North RS: 679 INPUT Description: Sta. 679 (Laporte turning on College) Station Elevation Data num- 13 Ste Elev Ste Elev Sta Elev Ste Elev Sta Elev 100 4983 100.1 4980.58 118 4960.05 118.2 4979.18 158.8 4980.97 159 4981.3 178 4981.24 196.9 4981.23 197.1 4980.8 231.4 4979.5 231.6 4979.98 251.9 4980.39 252 4983 Manning's n Values num- 3 Sta n Val Sta n Val Ste n Val 100 .016 100.1 .016 251.9 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 251.9 136 116 7 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 178 F 251.9 252 F CROSS SECTION RIVER: mountain REACH: college North RS: 563 INPUT Description: Sta. 5+63 (College and Laporte) Station Elevation Data num= 11 Sta Elsv Sta Elev Sta Elev Sta Elev Ste Elev 100 4983 100.1 4980.5 120.3 4979.57 129.3 4979. 85 129.5 4979.45 167.1 4980.41 172.7 4980.78 178.3 4980.5 202.8 4979.89 ,236.5 4980.39 236.6 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 236.5 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan 100.1 236.5 199 199 199 .1 .3 Ineffective Flow num- 2 Sta L Ste R Slav Permanent 100 172.7 F 236.5 236.6 F CROSS SECTION RIVER: mountain REACH: college North R5: 364 INPUT Description: Sta. 3+64 Station Elevation Data num- 11 Sta Elev Sta Elev Ste Elev Ste Elev Sta Elev 100 4983 100.1 4979.86 116.2 4979.35 116.4 4979.24 133.1 4979.9 168.9 4980.55 205.2 4980.33 223.4 4979.54 223.6 4980.2 239 4980.6 239.1 4983 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val 100 .016 100.1 .016 239 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 239 47 47 47 .1 .3 Ineffective Flow num= 2 Sta L Ste R Elev Permanent 100 168.9 F 239 239.1 F CROSS SECTION RIVER: mountain REACH: college North RS: 317 INPUT Description: Sta. 3+17 Station Elevation Data num- 11 Sta Elev Ste Elev Ste Elev Sta Elev Ste Elev 100 4983 100.1 4979.79 114.1 4979.78 114.3 4979. 38 131.1 4979.96 166.8 4980.55 204.7 4980.32 221.5 4979.53 221.7 4979.97 235.8 4980. 48 Page 8 of 20 235.9 9983 Manning's n Values Sta n Val Ste num- n Val 3 Sta n Val ' 100 .016 100.1 .016 235.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 235.E 137 137 137 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent IDo 166.8 F 235.8 235.9 F CROSS SECTION ' RIVER: mountain REACH: college North RS: 180 INPUT Description: Ste. 1+90 (@ alley) Station Elevation Data num- 11 ' Sta Elev Ste Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4979.46 115.7 4978.97 115.9 4976.41 133.6 4979.5 172.5 4980.37 207.6 4980.08 223.6 4979.3 223.8 4979.92 240 4980.36 240.1 4983 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val t 100 .016 100.1 .016 240 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 240 180 180 180 .1 .3 Ineffective Flow num- 2 Sta L Ste R Elev Permanent 100 172.5 F 240 240.1 F CROSS SECTION ' RIVER: mountain REACH: college North RS: 0 INPUT Description: Ste. 0+00 (College N. of Mountain) Station Elevation Data num- 14 ' Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4978.72 100.1 4978.72 111.4 4978.49 133.3 4979.21 133.5 4978.79 157.7 4979.76 157.9 4980.11 169.5 4981.42 181 4980.27 181.2 4980.01 205.4 4979.42 216.4 4979.76 234.6 4980 234.7 49B3 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val ' 100 .016 100.1 .016 234.6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 234.6 1 1 1 .1 .3 Ineffective Flow num- 2 Ste L Sta R Elev Permanent ' 100 169.5 F 234.6 234.7 F CROSS SECTION ' RIVER: mountain REACH: College RS: 994 INPUT Description: Ste. 9+94 (College S. of Olive) Station Elevation Data num- 11 t Ste Elev Sta Elev Ste Elev Sta Elev Sta Elev 100 4991.14 107 4991.09 134.7 4990.89 144.4 4990.89 145 4990.39 170.8 4990.74 182.1 4990.75 193.5 4990.71 219.2 4990.13 219.4 4990.49 229.7 4990.45 Manning's n Values num- 3 ' Sta n Val Sta n Val Ste n Val 100 .016 100 .016 229.7 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 229.7 89 89 B9 .1 .3 CROSS SECTION RIVER: mountain REACH: College RS: 905 INPUT Description: Sta. 9+05 (College N. of Olive) Station Elevation Data num- 12 Sta Elev Ste Elev Sta Elev Ste Elev Sta Elev 100 4992 100.1 4990.37 131.8 4909.31 132 4989.13 156.6 4989.92 1 Page 9 of 20 94989.2 9984992 209 4988.89 204.2 4989.29 235.3 4989.28 242.4 292.4 4989.2 242.5 242.5 4992 ' Manning's n Values num- 3 ' Ste n Val Sta n Val Sta n Val 100 .016 100.1 .016 242.4 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 100.1 242.4 54 54 54 .1 .3 ' CROSS SECTION RIVER: mountain REACH: College RS: 851 INPUT Description: Sta. 8♦51 Station Elevation Data num- 10 Ste Elev Ste Elev Sta Elev Ste Elev Ste Elev 100 4992 100.1 4990.05 113.3 4989.59 130.8 4989.02 131 4988.52 168.1 4989.31 205.8 4987.83 206 4988.43 237.9 4988.64 238 4992 Manning's n Values num- 3 Sta n val Ste n Val Sta n val 100 .016 100.1 .016 237.9 .016 Bank Ste: Left Right 100.1 237.9 Lengths: Left Channel 351 351 Right 351 Coeff Cont, .1 Expan. .3 CROSS SECTION RIVER: mountain REACH: College RS: 500 INPUT Description: Sta 5+00 (College S. of Oak) Station Elevation Data num- 11 Sta Elev Sta Elev Ste Elev Sta Elev Ste Elev 100 4985.62 143.4 4985.02 152.3 4984.54 188.2 49B4. 62 188.4 4985.1 ' 211.3 4985.13 211.5 4984.48 236 4984.19 254.2 4984.15 268.2 4984.01 268.4 4984.41 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val---- 100 .016 152.3 .016 211.5 .016 _ Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 152.3 211.5 95 95 95 .1 .3 CROSS SECTION ' RIVER: mountain REACH: College RS: 405 INPUT Description: Sta. 4105 (College 6 Station Elevation Data num= Oak) 12 ' Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4985 100.1 4983.52 114.2 4983.15 123.1 4983.15 123.3 4982.8 159 4983.48 159.2 4983.91 182.3 4983.78 '182.5 4983.25 206.8 4982.37 207 4982.65 238.1 4982.12 Manning's n Values num- 3 ' Ste n Val Sta n Val Ste n Val 100 .016 100.1 .016 238.1 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cent, Expan. 100.1 238.1 405 405 405 .1 .3 CROSS SECTION RIVER: mountain REACH: College RS: 205 INPUT Description: Ste. 205 Station Elevation Data num- 8 Ste Elev Ste Elev Ste Elev Sta Elev Sta Elev 100 4980.29 113.5 4980.12 113.7 4979.74 156.4 4981.23 179.1 4981. 18 ' 222.3 4979.56 222.5 Manning's n Values 4980.3 num- 238.3 3 4980.55 Sta n Val Ste n Val Sta n Val 100 .016 100 .016 238.3 .016 Bank Sta: Left Right 100 238.3 Lengths: Left Channel 205 205 Right 205 Coeff Contr. .1 Expan. .3 CROSS SECTION Page 10 of 20 RIVER: mountain REACH: College RS: 000 INPUT ' Description: Sta. 0+00 College d Mountain Sta. 0+00 (College 6 Mountain) Station Elevation Data num- 18 Sta Elev St. Elev Sta Elev Sta Elev Sta Elev 111 4983 133.5 4979.47 100.1 133.7 1111,11 4979.03 119.2 158.1 1111,77 4979.77 127.1 158.4 4979.81 4980.26 132.2 181 4979.86 4979.96 ' 181.3 4979.4 205.5 4978.85 205.8 4979.37 207 4979.42 212 4979.53 212.2 4979.3 239.8 4979.2 239.9 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val ' 100 .016 100.1 .016 239.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 239.8 1 1 1 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent .1 F ' 212 239.9 212 239 F CROSS SECTION RIVER: mountain ' REACH: Mtn Below Co11eg RS: 2000 INPUT Description: Sta. 20+00 (above Walnut @ Mountain 6 College (7+00) Station Elevation Data num- 22 Sta Elev Sta Elev Sta Elev SGa Elev Ste Elev 100 4983 100.1 4978. 59 103 4978.59 110.5 497 8.45 122.5 4978.29 ' 130.5 4978.54 136 4978. 94 137.3 4978.97 137.5 4978.54 150 4979 173.5 4979.19 173.7 4979.49 175 4979. 52 201.2 4979 209 4978.56 209.3 4979.01 211.5 4979 216 4979.23 223.5 4979.14 241 4979.18 244.8 4979.10 245 4983 Manning's n Values num- 3 ' Sta n Val Sta n Val Sta n Val 100 .016 100 .016 245 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 245 63 63 63 .1 .3 ' CROSS SECTION RIVER: mountain REACH: Mtn Below Colleg RS: 1937 1 INPUT Description: Sta. 19+3](above Walnut (6+37) Station Elevation Data num. 17 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4979.09 101 4978.39 119.4 4978 123.5 4978 138 4978.44 138.3 4977.88 174.6 4978.72 174.8 4979.21 180.4 4979.3 185.8 4979.25 186 4978.83 210 4978.23 227.8 4978.09 228 4978.61 ' 240.6 4979 240.7 4983 Manning's u Values num- 3 Sta n Val Sta n Val Sta n Val ' 101 .011 Bank Sta: left 100.1 Right .016 Lengths: 240.7 .016 Left Channel Right Coeff Cont, Expan. 100.1 240.7 105 105 105 .1 .3 Ineffective Flow num- 1 Sta L Ste R Elev Permanent 00 138 F ' CROSS SECTION RIVER: mountain REACH: Mtn Be Low COLleg RS: 1832 1 INPUT Description: Sta. 18+32 (above Walnut) @ Mountain and Linden (5+32) (pedestrian Station Elevation Data num- 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4982 104.8 4982 104.9 4978.04 106.6 4978.68 138.2 4978. 19 130.7 4977.55 151.9 4978.15 173 4978.09 180.3 4978.2 186.2 4978.51 ' 211 4977.58 226.2 4976.95 228.2 4977, 33 228.6 4977.63 245.6 4977.8 405.8 4979 Manning's n values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 106.6 .016 245,6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 106.6 245.6 64 64 64 .1 .3 CROSS SECTION 1 ' Page 11 of 20 RIVER: mountain ' REACH: Mtn Below Co11eg RS: 1768 INPUT Description: Sta. 17+68(above Walnut) (4+68) Station Elevation Data num= 19 Sta Elev 100 4981 Sta 10 2.1 Elev 4981 Ste 102.2 Elev 4977.59 Sta 106.9 Elev 4977.5 Sta 120 Elev 4977.4 ' 120.7 4976.95 152.3 4977.63 165.3 4977.66 165.7 4978.37 175.7 4978.55 185.2 4978.13 186 4977.65 212.3 4977. 16 225.7 4976.72 228.3 4976. 93 228.8 4977.25 241.3 4977.85 243.5 4970.1 243.6 4981 Manning's n Values Sta n Val Sta num- n Val 3 Sta n Val ' 100 .016 102.2 .016 243.5 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 102.2 243.5 83 83 83 .1 .3 ' CROSS SECTION RIVER: mountain REACH: Mtn Below Colleg RS: 1685 INPUT ' Description: Sta. 16+85 (above Walnut), Mountain s Remington 13+851 Station Elevation Data num- 1 3 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4982 103 4982 105.1 4977. 13 105.7 4976.93 115 4977 139.4 4976.36 139.6 4975.97 164.6 4977.26 212.3 4976.85 212.4 4977. 35 246.8 4977.42 412.6 4978 412.7 4982 ' Manning's u Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 .016 246.8 .016 Bank Sta: Left 100 Right 246.8 Lengths: Left Channel 1 1 Right 1 Coeff Cont, .1 Expan. .3 ' Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 100 F 245 412.7 F , ' CROSS SECTION RIVER: mountain REACH: Remington RS: 400 INPUT Description: Sta. 4*00 (Remington 6 Oak) Station Elevation Data num= 10 Sta Elev Ste Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4979.64 114 4978.99 145.8 4979.78 177 4978.44 179.5 4978.37 179.7 4978.73 194.6 4979.02 197.2 4979 197.3 4983 Manning's n Values num- 3 ' Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 197.2 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. ' 100.1 CROSS SECTION 197.2 400 400 400 ,1 .3 RIVER: mountain REACH: Remington INPUT RS: 000 Description: Sta. 0+00 (Remington 6 Mountian) Station Elevation Data num- 11 ' Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4981 100.1 4978.1 112.3 4977.42 128.5 4977.2 128.6 4976.65 143.3 4917.16 165.7 4976.34 165.8 4976.83 203.8 4977.53 209.6 4978.05 209.7 4981 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val 100 .016 100.1 .016 209.6 .016 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 209.6 1 1 1 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn below Reming RS: 1587 INPUT Description: Ste. 15+87(above Walnut) Mountain 6 Remington (2+87) 1 Page 12 of 20 ' . Station Elevation Data num- 16 Ste Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4991 105.8 49a1 105.9 4976.13 108 4975.4 121.9 4975.3 122 4974.8 166.3 4976.49 166.6 4977.06 135.3 4978.08 184.3 4976.85 ' 184.5 4976.28 215.3 4975.6 215.5 4976.08 236.6 4976.6 246.8 4978.05 246.8 4981 Manning's n Values num- 3 Sta n Val Sta 100 .016 105.9 n Val .016 Sta n Val 246.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 105.9 246.8 136 136 136 .1 .3 Right Levee Station- 175.3 Elevation- 4978.06 ' CROSS SECTION RIVER: mountain REACH: Mtn below Reming RS: 1451 INPUT ' Description: Sta. 14+00(abWa1Walnut), Mountain 6 Walnut (1+00) Station Elevation Data nu. num- 17 Sta Elev Ste Elev Sta Elev Sta Elev Ste Elev 100 4978.3 106.5 4978.3 108.9 4974.5 122.8 4974.2 123.1 4973.7 171.3 4975.45 171.7 4975.98 173.6 4976.22 177.2 4975.75 177.3 4975.23 219.9 4973.88 228.8 4973.35 230.8 4973.54 231 4974.02 247 4974. 66 277.6 4974.9 277.7 4978.3 Manning's n Values num- 3 Ste n Val Sta n Val Ste u Val 100 .016 106.5 .016 247 .016 ' Bank Sta: Left Right 106.5 247 Lengths: Left Channel 24 24 Right 24 Coeff Conti. .1 Expan. .3 Right Levee Station- 173.6 Elevation- 4976.22 CROSS SECTION ' RIVER: mountain REACH: Mtn below Reming RS: 1427 INPUT Description: Sta. 14+00 )above Walnutl, Mountain a Walnut 11+00) Station Elevation Data num- 17 ' Ste Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 4978 106.5 4978 108.9 4975.2 123.9 4975 124 4974.1 131 4974 141 4974.1 168 4975.2 177.2 4975.45 177.3 4974. 93 219.9 4973.58 228.8 4973.05 230.8 4973.24 231 4973.72 247 4974. 36 277.6 4974.6 277.7 4978 ' Manning's n Values num- 3 Ste n Val Ste n Val Sta n Val 100 .016 106.5 .016 247 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 106.5 247 27 27 27 .1 .3 ' Right Levee Station- 173.E Elevation- 4975.92 CROSS SECTION RIVER: mountain REACH: Mtn below Reming RS: 1400 INPUT Description: Sta. 14+00(above Walnut), Mountain 6 Walnut (1+00) Station Elevation Data num- 17 Sta Elev Sta 100 4978 106.5 Elev 4978 Ste Elev 10S.9 4974.2 Sta 122.8 Elev 4973.9 Ste 123.1 Elev 4973.4 171.3 4975.15 171.7 4975.68 173.6 4975.92 177.2 4975.45 177.3 4974.93 219.9 4973.58 228.8 4973.05 230.8 4973.24 231 4973.72 247 4974.36 277.6 4974.E 277.7 4978 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val 100 .016 106.5 .016 247 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cent, Expan. 106.5 247 100 100 100 .1 .3 Right Levee Station- 173.6 Elevation- 4975.92 ' CROSS SECTION RIVER: mountain REACH: Mathews RS: 169 INPUT Description: Sta. 1+69 (Mathews 6 Mountain) Station Elevation Data num- 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4976 100.1 4974.4 115.5 4974.1 115.6 4973.56 143.6 4974.26 I Page 13 of 20 ' 145.4 4974.29 158.5 4974.02 159.2 4973.98 172.4 4973.31 174 4973.14 175.8 4973.66 191.1 4974 222.6 4974.8 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val 100 .016 100.1 .016 191.1 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 100.1 191.1 CROSS SECTION 169 169 169 .1 .3 RIVER: mountain REACH: Mathews INPUT RS: 000 Description: Sta. 0100 )Mathews 6 Mountain) Station Elevation Data num- 8 Sta Elev Ste Elev Sta Elev Sta Elev Sta EleV 100 4973.55 110 4973.73 118.8 4974.6 130 4973.69 130.5 4973.42 148.2 4973.52 166.4 4973.19 167 4973.71 ' Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 .016 167 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 100 167 1 1 1 .1 .3 CROSS SECTION RIVER: mountain ' REACH: min below walnut - RS: 1200 INPUT Description: Sta. 12+00 )below Walnut), Mountian 6 Walnut Station Elevation Data num- 21 Sta Elev Sta 100 4977 100.1 Elev 4973 Sta 107.1 Elev 4973 Sta 129.2 Elev 4973 Sta 160.8 Elev 4973.95 ' 174.1 4973.32 182.1 4973.07 190.1 4974 200.7 4974 210.5 4973.6 211 4973.16 213 4973.25 250.5 4973.4 250.8 4973.95 256.5 4974 257.1 4973.5 292.7 4973 293.6 4973.45 309.9 4973.53 313.3 4973.5 313.4 4977 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .016 174.1 .016 313.3 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 174.1 313.3 100 100 100 .1 .3 CROSS SECTION RIVER: mountain REACH: mtn below walnut _ _ RS: 1100 INPUT Description: Sta. 11+00)below Walnut) Station Elevation Data num. 16 Sta Elev Sta Elev Ste Elev Sta EleV Sta Elev 100 4977 10B.7 4977 108.8 4972.6 124.4 4972.11 125 4971.46 127.2 4971.65 177.9 187.4 4972.81 230.8 4972.85 4971.98 178.1 231.3 4973.38 4972.49 182.3 236.1 4974 4972.72 187 245.5 4973.3 4973 ' 245.6 4977 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 101 .116 108.8 Bank Sta: Left Right .011 Lengths: 245.5 .011 Left Channel Right Coeff Contr. Expan. 108.8 245.5 200 200 200 .1 .3 CROSS SECTION ' RIVER: mountain REACH: mtn below walnut - RS: 900 INPUT Description: Sta. 9+00 Station Elevation Data num- 13 ' Sta Elev Ste Elev Sta Elev Ste Elev Sta EleV 100 4971.65 109 4971.46 125.2 4970.95 125.4 4970.16 128.6 4970.56 169 4971.6 189.2 4971.6 198.8 4971.47 224.1 4971.09 233.8 4970.45 234 4971.21 242.6 4971.57 245.6 4971.72 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 125.4 .016 233.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 125.4 233.8 150 150 150 .1 .3 ' Page 14 of 20 CROSS SECTION I� 11 RIVER: mountain REACH: mtn below walnut RS: 750 INPUT Description: Sta. 7+50 (below Walnut), Mountain s Peterson Station Elevation Data num- 17 Ste Elev Ste Elev Sta Elev Ste Elev Sta Elev 100 4973 100.1 4971.4 114 4930.48 124.2 4970. 94 128 4970.92 132 4971.2 140.9 4970.7 143.2 4970 145.8 4970 183.2 4970.4 210.7 4970.54 242.4 4970 246.4 4969. 89 252.5 4970 255.6 4970.37 277.8 4970.4 277.9 4973 Manning's n Values num- 3 Sta n Val Sta n Val Ste n Val 100 .016 124.2 .016 277.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Court. Expan. 124.2 277.8 30 30 30 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 128 F 277.8 277.9 F CROSS SECTION RIVER: mountain REACH: mtn below walnut AS: 720 INPUT Description: Sta. 720 (below Walnut) Mountain &Riverside Station Elevation Data num- 13 Sta Elev Sta Slav Sta Elev Sta Elev Sta Elev 100 4973 100.1 4971.4 123.8 4970.79 139.3 4969. 97 141.1 4969.65 143.3 4969.87 182.5 4970.43 204.1 4970.43 246.4 4969. 67 248 4969.71 24B.8 4970.18 254 4970.56 277.8 4971 Manning'a n Values num= 3 Sta n Val Ste n Val Sta n Val 100 .016 100.1 .016 254 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 254 58 224 269 .1 .3 CROSS SECTION RIVER: mountain REACH: Peterson RS: 389 ' INPUT Description: St a. 3+89 (Peterson L Oak) Station Elevation Data num- 7 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4972.03 146.2 4971.11 146.5 4970.55 175.5 4971.19 207 4969.93 207.2 4970.6 223.1 4970.84 Manning's n Values num- 3 Sta n Val Ste n Val Sta n Val 100 .03 146.5 .016 207 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. ' 146.5 207 389 389 389 .1 .3 CROSS SECTION RIVER: mountain REACH: Peterson RS: 000 INPUT Description: Sta. 0+00 (Peterson 6 Mountain) Station Elevation Data num- 10 Sta Elev Sta ELev Sta Elev Sta Elev Sta Elev ' 100 4969.B7 107.7 4969.85 120 4969.56 120.3 4969.09 120.7 4969.16 14B 4969.95 174.5 4968.84 176.8 4968. 69 177.7 4969.31 185.9 4970 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .03 120.3 .016 176.8 .03 ' Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 120.3 176.8 1 1 1 .1 .3 CROSS SECTION I RIVER: mountain REACH: Mtn. below peter RS: 639 INPUT Page 15 of 20 ' Description: Sta. 6+39 (Mountain and Peterson) E. of Peterson Station Elevation Data num. 12 Sta Elev Sta Elev 5ta Elev Sta Elev Ste Elev 48.2 4970.8 101 4970.4 103.3 4969.45 104 4969.07 105.7 4969.12 139.5 4970.05 176.8 4969.89 178.1 4969.8 178.3 4970.3 187.2 4970. 41 206.1 4970.31 245.2 4970.2 Manning's n Values num- 3 Ste n Val Sta n Val Ste n Val 1 48.2 .016 105.7 .016 178.1 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 105.7 178.1 44 65 80 .1 .3 CROSS SECTION RIVER: mountain REACH: Mtn. below peter RS: 574 INPUT Description: Sta. 5+74 (Mountain 6 Riverside) W. of Riverside ' Station Elevation Data num- 13 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4969.5 89.2 4969.3 100 4969.62 11B.7 4969.2 126.5 4968.8 126.7 4968.3 128.6 4968.4 150 4969.15 161.7 4969.45 175.3 4969. 33 176.B 4969.25 177 4969.75 183.8 4969.79 ' Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 0 .016 126.7 .016 176.8 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 126.7 176.8 1 1 1 .1 .3 CROSS SECTION RIVER: walnut REACH: 10+00_17+50 RS: 977 ' INPUT Description: Sta. 9+77 (Walnut 6 College) Station Elevation Data num- 7 Sta Elev Sta Elev Sta Elev Sta Elev . Sta Elev ' 100 4900.38 121.4 189.7 4979.6 210 4980.41 4979.57 121.6 4980.08 159.5 4980.07 189.5 4979.21 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100 .016 210 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100 210 77 77 77 .1 .3 CROSS SECTION RIVER: walnut ' REACN: 10+00 ll+50 AS: 900 INPUT Description: Sta. 9+00, Walnut 5 College Station Elevation Data num- 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4983 100.1 4980 137.2 4980 137.3 4980 145.9 4980 1 146 4979.5 155.8 4980 159 4900.2 162.3 4980 179.7 4979.8 178.8 4980.3 196.2 4980.5 196.3 4983 Manning's n Values num- 3 Sta n Val Sta n Val Sin n Val 100 .016 100 .016 196.2 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100 196.2 400 400 400 .1 .3 ' CROSSSECTION RIVER: walnut REACH: 10+00 17+50 AS: 500 INPUT Description: Sta. 5+00, Walnut 6 Linden ' Station Elevation Data num- 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4980 100.1 4977.62 100.7 4977.18 113.1 4917 136 4977.41 136.3 4976.86 152.2 4977.83 168.6 4977.47 177.1 4977.52 188.5 4977. 34 207.1 4977.38 207.2 4980 Manning's n Values num- 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 201.1 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. r-1 Page 16 of 20 100.1 207.1 105 105 105 .1 .3 CROSS SECTION RIVER: walnut REACH: 10+00 17+50 RS: 400 INPUT Description: Sta. 4+00 Walnut s Lindenlwest side) Station Elevation Data num- 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 100 4980 100.1 4977.7 135.5 4977.22 135.7 4976.78 152 4977.13 168.8 4976.87 181.3 4976.84 201.8 4977.62 Manning's n Values nun. 3 Sta n Val Sta n Val Sta n Val 100 .016 100.1 .016 201.8 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.1 201.E 150 150 150 .1 .3 CROSS SECTION RIVER: walnut REACH: 10+00 17+50 RS: 250 INPUT Description: Sta. 2+58, Walnut Station Elevation Data num- 13 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev 100 497B 100.1 4975.9 106.2 4975.6 116 4975. 14 116.2 4974.72 118.3 4974.59 141.2 4975.04 153.9 4976.02 165.7 4975.84 191.3 4975.3 191.6 4975.8 203.6 4976 203.7 4978 Manning's n Values num- 3 Ste n Val Sta n Val Sta n Val 100 .016 100.1 .016 203.6 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Cont, Expan. 100.1 203.6 158 158 158 .1 .3 Left Levee Station- 153.9 Elevation- 4976.02 CROSS SECTION RIVER: walnut REACH: 10+00_17+50 RS: 100 INPUT Description: Sta. 1+00, Walnut and Mountain Station Elevation Data num- 12 Sts Elev Ste Elev Sta Elev Sta Elev Ste Elev 100 4977 100.1 4973 141.9 4974 201.4 4974 202.9 4974 203 4973.5 211.7 4974 239.1 4974.3 265.4 4974 277.4 4973.5 277.9 4974 291.9 4974.2 Manning's n Values num= 3 Ste n Val Sta n Val Sta n Val 100 .016 201.4 .016 291.9 .016 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 201.4 291.9 100 100 100 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Permanent 100 141.9 F 291.9 291.9 F Left Levee Station- 239.1 Elevation- 4974.3 SUMMARY OF MANNING'S N VALUES River:mountain Reach River Sta. nl n2 n3 Mtn above Mason 2704 .016 .016 .016 Mtn above Mason 2642 .016 .016 .016 Mason 987 .03 .016 .03 Mason 902 .016 .016 .016 Mason 580 .016 .016 .016 Mason 497 .016 .016 .C16 Mason 391 .016 .016 .016 Mason 250 .016 .016 .016 Mason 000 .03 .016 .03 Mtn above Colleg 2543 .016 .016 .016 Mtn above Colleg 2150 .016 .016 .016 Mtn above Colleg 2128 .016 .016 .016 College NE 563 .016 .016 .016 College NE 364 .016 .016 .016 College NE 317 .016 .016 .016 College NE 180 .016 .016 .016 College NE 000 .016 .016 .016 Page 17 of 20 college North 679 college North 563 college North 364 college North 317 college North 180 college North 0 College 994 College 905 College 851 College 500 College 405 College 205 College 000 Mtn Below Colleg 2000 Mtn Below Colleg 1937 Mtn Below Colleg 1832 Mtn Below Colleg 1768 Mtn Below Colleg 1685 Remington 400 Remington 000 Mtn below Reming 1587 Mtn below Reming 1451 Mtn below Reming 1427 Mtn below Reming 1400 Mathews 169 Mathews 000 Mtn -below -walnut 1200 urn below walnut 1100 mtn below walnut 900 mtn below walnut 750 mtn below_walnut 720 Peterson 389 Peterson 000 Mtn. below Peter 639 Mtn. below Peter 574 River:walnut Reach River Sta. 10+00 17+50 977 10+00 17+50 900 10+00 17+50 500 10+00 17+50 400 10+00_17+50 258 10+00_17+50 100 SUMMARY OF REACH LENGTHS River: mountain Reach River Sta Mtn above Mason 2704 Mtn above Mason 2642 Mason 987 Mason 902 Mason 580 Mason 497 Mason 391 Mason 250 Mason coo Mtn above Colleg 2543 Mtn above Colleg 2150 Mtn above Colleg 212E College BE 563 College NE 364 College BE 317 College NE 180 College HE 000 college North 679 college North 563 college North 364 college North 317 college North 180 college North 0 College 994 College 905 College 851 College 500 College 405 College 205 College 000 Mtn Below Colleg 2000 Mtn Below Colleg 1937 Mtn Below Colleg 1832 Mtn Below Colleg 1768 Mtn Below Colleg 1685 Remington 400 Remington 000 Mtn below Reminq 1587 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .03 .016 .03 .03 .016 .03 .016 .016 .03 .016 .016 .03 nl n2 n3 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 Left Channel Right 62 62 62 99 99 99 85 85 85 322 322 322 83 83 83 106 106 106 141 141 141 250 250 250 1 1 1 393 393 393 72 72 72 50 50 50 199 199 199 47 47 47 180 180 180 180 1B0 180 1 1 1 136 116 7 199 199 199 47 47 47 137 137 137 180 180 180 1 1 1 89 89 89 54 54 54 351 351 351 95 95 95 405 405 405 205 205 205 1 1 1 63 63 63 105 105 105 64 64 64 83 83 83 1 1 1 400 400 400 1 1 1 136 136 136 Page 18 of 20 Mtn below Reming 1451 Mtn below Reming 1427 Mtn below Reming 1400 Mathews 169 Mathews 000 Mtn below walnut 1200 mtn below walnut 1100 mtn below walnut 900 mtn below walnut 750 mtn below_walnut 720 Peterson 389 Peterson 000 Mtn. below peter 639 Mtn, below peter 574 River: walnut Reach River Sta 10+00 17+50 977 10+00 17+50 900 10+00 17+50 500 10+00 17+50 400 10+00 17+50 250 10+00 17+50 100 24 24 24 27 27 27 100 100 100 169 169 169 1 1 1 100 100 100 200 200 200 150 150 150 30 30 30 58 224 269 389 389 389 1 1 1 44 65 80 1 1 1 Lett Channel Right 77 77 77 400 400 400 105 105 105 150 150 150 158 158 158 100 100 100 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: mountain Reach River Sta. Contr. Expan. Mtn above Mason 2704 .1 .3 Mtn above Mason 2642 .1 .3 Mason 987 .1 .3 Mason 902 .1 .3 Mason 580 .1 .3 Mason 497 .1 .3 Mason 391 .1 .3 Mason 250 .1 .3 Mason 000 .1 .3 Mtn above Colleg 2543 .1 .3 Mtn above Colleg 2150 .1 .3 Mtn above Colleg 2128 .1 .3 College NE 563 .1 .3 College NE 364 .1 .3 College NE 317 .1 .3 College NE 100 .1 .3 College NE 000 .1 .3 college North 679 .1 .3 college North 563 .1 .3 college North 364 .1 .3 college North 317 .1 .3 college North 180 .1 .3 college North 0 .1 .3 College 994 .1 .3 College 905 .1 .3 College 851 .1 .3 College 500 .1 .3 College 405 .1 .3 College 205 .1 .3 College 000 .1 .3 Mtn Below Colleg 2000 .1 .3 Mtn Below Colleg 1937 .1 .3 Mtn Below Colleg 1832 .1 .3 Mtn Below Colleg 1768 .1 .3 Mtn Below Colleg 1605 .1 .3 Remington 400 .1 .3 Remington 000 .1 .3 Mtn below Reming 1587 .1 .3 Mtn below Reming 1451 .1 - .3 Mtn below Reming 1427 .1 .3 Mtn below Reming 1400 .1 .3 Mathews 169 .1 .3 Mathews 000 .1 .3 mtn below walnut 1200 .1 .3 mtn below walnut 1100 .1 .3 Mtn -below -walnut 900 .1 .3 Mtn below walnut 750 .1 .3 Mtn below 720 .1 .3 _walnut Peterson 389 .1 .3 Peterson 000 .1 .3 Mtn. below peter 639 .1 .3 Mtn. below peter 574 .1 .3 River: walnut Reach River Sta. Contr. Expan. 10.00_17+50 977 .1 .3 ' Page 19 of 20 10+00 17.50 900 .1 .3 1 10+00 17+50 500 .1 .3 10+00-1750 .1 .3 30+00 1].25850 25B .1 .3 10+00 17+50 100 .1 .3 Profile OJLPaL Table - Standard Table 1 RiverReacb- Plve[ Ste Profile 0 Tote Min Cb El M.S. Elev CriL N.B. E.G. Elev E.G. Slope Vol COni Flow Area Tap Width F[oude 1 Chi ' Ic ( al fill Iftl (it) Iftl If[/f[1 Ift/al lag it) ILGI xelnuL 10.00 11150 911 PF 1 1.00 4979.21 4380.11 4979+39 4980.14 0.000001 0.03 29.11 88.14 0.01 xelnuL ]p,00 11,50 900 PF 1 17.00 4979.50 4900.05 4960.05 4980.12 0,010243 2.12 B.pl 73.80 1.14 .alms[ 1Or00 11r50 Sp0 PF 1 21.00 4976.86 4917.SB 4971.34 4917.59 0.000427 0.82 25.61 91,22 0.27 xelnuL 10100 1]r50 40C PF 1 48.30 4976.18 1911.25 49)],25 9311.39 0.005903 3.01 16.p) 58.48 1.01 14lnuL 10,00 11+50 258 PF 1 40.30 4974.59 4975.96 4976.03 4976.22 0.010586 3.91 12,25 45.88 1.35 vel nut 10[00 11v50 100 PF 1 48.30 4973.50 4974.28 4974.31 4974.51 0.011052 3,03 12,62 51.13 1.35 In MLn ebava Maeon 2104 Pf 1 41.00 4902.% 19B3.61 4983.11 19B3.96 1.009912 4.11 9.41 25.81 1.37 :0uota Dun [e In M[n ebove Ma on 2642 PF 1 1, 00 4982.98 1903.35 49B3.35 19B 3.41 0 0O1296 2.G5 3.11 26, 52 0,99 e.un[aln Waon 987 PF 365.000 4991.589 4992. 8E1 199 0.p0000972 3.21 156,94 159.82 0.52 Me 92 PF 1 3 5. 0 499.3 :9993.2E1 91.7 42.1 99 3.15 O10Jntl2 5.19 69.91 81,91 1.00 down, in Weon 500 PF 1 365.00 4980.69 g990.09 4990.31 9990.95 0.012580 1.11 49,18 01.61 1. 66 ounteln No 1 417 PF 1 3]4.00 498A,20 1909. 11 4901.19 1990. 22 0.0050E0 5. J2 67.]i 89.BS 1.12 maintain Mason 391 PF 1 52.00 4981.26 4987. 11 4967.99 4989.45 0.111803 10.75 5,26 35.67 - 4.16 Waon 250 PF 1 12.00 4905+08 4985. 93 4966.01 4986.21 0.008007 4.24 12.27 33.50 1.23 ad unteln Meson coo PF 1 52.00 4902+60 4903.61 4983.12 4983.99 0.009828 5.03 10.91 21.61 1.3B 'mountain euntaln Mtn above Co11a9 2543 PF 1 1.00 4982.11 4982.48 4982.60 4983. 57 0.101938 8.36 0.54 5.39 3.74 mo unteln Mtn above Colla9 2150 PF 1 10.00 4979.41 4979.91 4979.79 4979.92 0,000814 0.87 12.51 84.10 0.35 ounteln Mtn above Collsg 2128 PF 1 10.00 4979.43 4979.81 4919.12 4979.87 0.000173 0.71 16.09 IID. 17 p.27 mountain College NE 563 PF 1 2.20 4979.45 4979. 79 4979.67 4979.79 0.000638 0.63 3.50 24.91 0.31 Quota In College NE 364 PF 1 2.20 4979.24 4979.74 4979.74 0.000130 0.39 5.63 29.77 p,15 no ante In Cellege NE 317 PF 1 2.20 4979.31 49)9.65 4919.65 99I9. ]2 0.006758 2.00 1.10 10.74 0.95 unteln COl legs NE unteln Cellege NE ISO 000 PF 1 PF 1 2.20 1.20 49)B.41 4970.49 19]8.86 19]9.41 19]B .61 19]B. 86 g9]9.41 0. 000289 0.000003 0.55 0.11 4.03 11.01 19.41 41.71 0.21 0,02 unteln college NS 111 6]9 PP 1 21.20 49]9.50 49BO.10 4110.23 :900.7 0.000212 0.9E 29.50 101.50 0.12 ,bull o In college No [[6 563 PF 1 25.00 49)9. 15 19B 0. 60 9980. 69 0.00010, O.BJ 30.08 132.73 0.21 unteln cal legs Nor[6 361 PP 1 35.00 1919.21 1980.50 1900. 61 0.000991 I.E6 19. 81 118,19 0,42 unto In cal legs North 317 PF 1 25.00 1980.51 1980. 55 0+001318 1.43 1].19 I2B .5] 0.48 un Ge In c011e9e No [t ISO PF 1 25.Op :979.38 19)8,11 4980.37 1980.34 0.000965 1.27 19. t2 139.60 0.41 untoIlee North00 PF 21.00 19 ]B .1J9 1919. 91 19]91 49980.0E 0.00060950 2.64 9.1l6 6 12p.39 p.499 91 2 10 1 9.2 19.51 9 514 1 1 Cain College 9 F 98 4909,84 4990.25 0.023801 6,05 25.97 03.78 2.07 untaln College B51 PF 1 110.00 190].83 9988, 9J 1989.05 1911:11 0:011210 5.33 31.89 79.31 1.48 u n [e In College 500 PF 1 110.00 1904.IB 1901.68 1981 .85 1905, 24 0.012210 2.24 30.26 95.53 1.23 I. Collpe 405 PF 1 2].00 4982. 12 4982, 43 4982.66 4983.74 0.130487 9.18 2.94 20.20 4.24 mou La In College 205 IF 1 27.01 1919.56 SIR 410.22 9980.36 0.003007 2.01 13.04 49. 47 0.71 rain College 000 PF 1 21.00 4970.85 4919. 42 4979.42 4919.54 0.005730 2.78 9.13 66.34 0.97 mountain Mtn Below Colla9 20.. PF 1 112,00 19]B,E9 1919. 11 4919.t8 1971:11 0.00581: 3.12 32.83 85.15 1.06 au nteln MIn Below Colleg 1911 PF 1 122.00 19]].B8 4918. 73 1918. 16 4978. 9] 0. 0061 JB 3.91 31.19 II5.B8 1.09 ou n[a In Mtn Bal ou Colla9 1832 PF 1 122.00 1916,95 9910,0. 49]B.16 19)B.33 0.005902 9.l] 31.91 96.44 1.10 untaln Mtn Be lax Col leq 1168 PF 1 112.00 19]6.12 99l]. 60 19]].6B 19 ]]. B6 0.009500 9. 14 29.46 95.54 1.31 oun [e In Mtn Ralox Col lag 1605 PF 1 112.00 19]5.91 1977. 19 g9]1.19 99]1. 31 0.0050]0 l.11 35.79 96.05 p. 90 nca In Pa. ingI.I 400 PF 1 19.00 1910.l] 1919.04 19 ]9,00 9919.1E 0.01001E 3.19 8.11 ]1 .00 1.2] [a In Ramtngt0n 000 PF 1 29.00 1916.39 19]].04 49]1.09 99]l. l] 0.006393 2.89 I0.20 12. 10 1.0E So Ora In Mt bel ax Rem inq ISB] PF 1 83.10 1914.60 4975. 50 4975.BJ 99 T6.g5 0.030411 ].19 11 .09 34 .81 2.34 ounce In Mtn belay Remi nq I151 PF 1 83.10 4913.35 19]5.09 q9 ]q .]1 q9 ]5. 1] 0.0009 J] E.23 J].20 52. 10 0.91 [e In Mtn nslau Raml ding 112] PF 1 03.10 1913.05 1974.83 4974.83 1975. 10 0.001511 4.22 19.69 31 .90 0. 99 n[aln Mtn below Real, 1100 IF 1 83. 10 4973.05 9974.2] 4,74.95 99]9. 65 0.011551 6. 11 11 .51 38.11 1.of ntaln No ..a 169 PF 1 12.00 4973. 14 49]3. 95 4913.78 99]3.9] I 0000 06 1.09 30.91 49. 35 0.39 untaln Me tbeva 000 PF 1 12.00 4913,19 19]3.]2 99]J.IJ o.000720 1.01 11,93 46.08 0.35 untaln mtn below val nut 1200 PF 1 ]01 .00 4973. 00 49]3. 31 491J.19 9973. 83 0.02187 3,35 19.97 I05.06 1.10 rain In fain. xalnut I100 PF 1 101.00 4971.46 4972.51 4972.52 4972.71 0.005961 1.55 26.11 E0.09 1.06 [a In ounteln born Cel ov walnut 900 PF 1 101.00 4910, 16 1111:39 4971:10 9971. SB 0:011113 3. 65 28,99 62.94 1,03 born below xalnut 71. PF 1 101 ..0 4969,E9 1910.19 49]0.51 99]0. 82 0.000S 19 1.13 ]0.]6 I50. 10 0. 35 mountain born be10v_xel nut 720 PF 1 101.00 9969. 65 4910.7 49]0. 81 0.0003 B2 1.29 ]9.21 141. 96 0.29 In Peteraan 389 PF 1 10.00 9969. 93 4910. 75 4970.45 4970.7] 0.000597 1.05 10.20 1g. 95 0.33 SO to In Pat a reon Ono PF 1 10.00 4968.69 4910.]6 4970.76 0.000001 0.11 105.39 85.90 0.02 Own' ntaln Mtn, below parer 639 PF 1 233.00 4969,1E 1910. 14 9910.44 9910:71 O, 119111 4. 11 61 . 11 149.94 0. 9] mounts untaln M[n. be law Pere[ 574 PF 1 233.00 9968. 30 1969. 51 9969. ]0 19]0. 21 p.019454 1. 54 30,07 16B. 12 1. 99 Profile output Table - Standard Table 2 Rlvar R..Oh River .1. Profile E.G. Elav N.S. Elav Val Read Frc[n LOSS C 9 E Loss 0 Left 0 Chanel 0 Right Top Mltl[f I6t1 Iftl 1[tl ILGI (it) Ic F31 IC[al Icf.l IItl .al nut 10,00 1]r50 977 PF 1 4980.14 4900.11 p.00 0. 01 O.OI 1.00 BB. 14 walnut ICr00 1]+50 = "1 PF 1 498.:12 4900:05 O.07 0.11 0,01 1],00 ]J.80 walnut 10.00 17�50 500 OF 1 19]],59 1971.58 1.01 0.% 0.01 27.00 0.00 91.22 xalnut 10l00 ll�so 400 PF 1 49 ]].l9 19 J].15 0.11 0.15 0.01 48.30 56.48 walnut 10a00 17,50 258 PF 1 4171.22 99]5.98 0.24 1.16 0.01 48.30 45.88 .Shut 10,00 11,50 100 PF 1 1974.51 4174.26 0.23 1.71 0.00 10.30 51 .13 11uote In Mt n ebove Maeon 2704 PF 1 49 B3, 96 9983.6E 0.34 19.00 25.81 un Ga In MLn above Mason 2642 PF 1 49B 3.a1 190 J.]5 0.07 0.62 0.00 0.00 7.00 26.52 Lain We.. 1.1 PF 1 4993.13 9993.21 0.12 0. is 0.03 26.52 261.21 ]1.26 159.0E un [a In Wenn 902 PF 1 499 J. 15 :992.12 0.43 1.29 0..0 0.00 302. 88 62. 12 81 .91 Cain Mason 580 PF 1 9990, 95 1990.09 0.86 2.15 0,01 0,62 276.04 88.34 04.61 no untaln W..1 49] OF 1 4990.22 4989.74 0.48 0.62 0.11 S.B0 315.76 52.44 89.85 unto In Wean 391 PF 1 1989.45 99B ].11 1.71 0.61 0.f2 49. 00 1.91 35.61 ca In Waon 250 PF 1 4986.21 1985.91 0.28 1. 81 0.43 52.00 0. 00 33, 50 Ca In Ma n 000 PF 1 1983. 99 1113.11 6.38 2.21 0.01 2.05 49.95 27.61 a. ualn Mtn above Colla9 251J PF 1 9903,51 1982.18 1.09 0.35 0.07 ],00 5.31 ' untaln N[n above Colleg 2150 PF 1 19]9.92 19]9.91 0.01 0.13 0.01 0.02 B.41 1.5] Bq .I0 un Ga In M[n ebove Colleg 212E PF 1 1979.67 49]9.81 0.01 0.51 0.02 1.63 8.29 0.08 I10.]] untaln Col legs NE 563 PF 1 19]9.I9 4919. 19 0.01 0.05 0'.0 2,2.1 29.9] .runtaln Col le9a NE 364 PF 1 99]9.]1 4919. ]1 0.00 0.02 0.01 2.20 29.17 un [a In [el legs NE 311 PF 1 4119. 12 4919. 65 0.01 0.14 0.02 2.20 10.14 ca In College NL 100 PF 1 99 ]B.B6 4918. 06 0.00 0.15 0.00 2.20 19.91 untaln Cal legs 146 000 PF 1 9919. 11 4919. 41 0.no 0.04 0.02 2.20 48.78 eln col lags No[Gf b]9 PF 1 4100. t1 1980. 70 0.of 0.02 0.00 27.20 101 .50 Ge In ".In cal logs Na[tb 563 PF 1 99B0.69 49B 0. 6A 0.01 0.08 0.00 25.00 132.]] .run college No[N l61 PF 1 1900.61 4980. 5A 0.01 0.05 0.00 25.00 138.19 mount e In cal legs No r[f ]1) PF 1 99B0.55 19B 0. 52 0.03 O.IS .0 0.0 15.00 128.51 untaln collage No[tb ISO PF 1 49B0.39 4900. 37 0.02 0.36 0.01 15.00 139.60 un [a In college No rib 0 PF 1 49B0.02 4119. 91 0.11 0.16 0.01 25.00 100.69 0.ntaln Collage 991 PF 1 1991 .51 1991. I0 0.41 266.00 124. 33 [a in C011a9s 905 PF 1 191 .29 4989.6E 0.17 1.20 0.03 170.00 0..0 83.18 'vn to In Col le5e 151 PF 1 4989.31 490S. 9] 0.44 0.85 0.07 110.00 0.00 79.31 OIunL.iF Col loge 500 PF 1 4985.24 49.4. 60 0,56 1.t$ O.OI 0.33 B.21 161.90 95, 53 ounteln College 405 PF 1 9983.11 498E. 93 1.31 1. 92 0.08 2].00 30 20 M. un La3n Col loge 205 PF 1 4980.31 4980. 10 0..7 0.03 0.01 21. 00 99.91 Lain own College 000 PF 1 4919. 54 49)9. 41 0.11 0.1] 0.00 21.00 66. 14 La in Mtn Belo. Colla9 2000 PF 1 4919.35 4919. 1J 0.21 O. l] 0. 01 122.00 B5.75 un Lain MLn Bal ON Colla9 193] PF 1 49 )8. 91 49 ]0. 73 0,26 0. 30 0.00 112.00 115.BB aw,unteln Mtn Belay Cal leg 101E PF 1 4978. Jl 1910. 08 0.15 0.63 0. 00 112.91 9.50 96. 19 Min Rel ox Col ls9 I168 PF 1 4 971.8 6 4977. 60 0.21 0.4] 0.00 121.00 95. 54 to in Mtn Below Colleg 1605 PF 1 4917.37 4937, 19 0.18 0.49 0.01 122.00 96.05 un La In 1 Remington 400 PF 1 4919.21 1919.01 0.18 29. 00 31.08 M.un Laln Remington 000 PF 1 49l].1] 1911.04 0.13 0.16 0.01 29.Op 42.10 Mtn fel aw Pex lny ISBI PF 1 1316.45 1915. 5B 0.01 0, 06 0. 0] 03. 10 31,81 un Ga l r, M[n below Morning 1451 PF 1 49 ]S .II 4915.09 0,00 0.04 0.02 83. 10 52. 10 un to in Mtn ba11w Reming 1421 PF 1 4;71,1' 4911. 83 0.2B 0,13 0.01 03. 10 14.90 mo.+n re in Mtn fel ow Rea log 1400 PF 1 4114..1 49]1.27 0.50 0,22 0.03 83.10 38.11 1 L ' Page 20 of 20 un[a lr. un [a In un to In un to In no untalr. un [a in mountain u n to In amain aountaln tta[l.exa Ma [6.exa x[n bel ax va tout m[ -Ee law_xalnut [n belax ..'nut ¢[n Eel ou xalnut m[n Ee lov xalnut Pe tera0n Pe t... en M[n. Ealou pet.[ Mtn. balox peter I69 000 1e 00 1t00 900 150 120 3:9 p00 639 514 PF 1 PF 1 PF 1 PF 1 pF 1 Pe' 1 PF 1 PF 1 PF 1 PF 1 PF 1 4973.97 19l].13 1911. 83 1913.11 1911.58 4910.82 4910.81 1310,11 191p. 16 4910.72 4910,31 4913. 95 I9l). )2 g911. 35 9913. 51 19]1 .39 4970.79 4910. 18 1910. 15 1910. 16 4970.44 4969.51 0.02 0.02 0.48 0.30 0,30 0,03 0.03 0.0] 0.00 0.29 0.70 0.33 0.10 0.99 1.03 I.11 0.01 0.06 0.00 0.01 0.22 0.11 0.01 0.01 O.OJ 0.00 0.00 0,00 0.03 0.00 O.OI 0.03 0.01 15.33 1.18 0.00 0.99 11.1E 65.37 ], p0 12.00 35.18 I01.00 9$.59 101.00 Ip0.95 9.91 8,95 200.01 167.62 0.66 0. 55 0,19 0.56 1.81 0.01 11. 35 a6.08 105.06 80.89 82.3< 1,0.to 191.96 39. 35 85.90 t19.91 168. 13