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Drainage Reports - 03/13/2017 (2)
I 1 I 1 1 F 1 .1 February 14, 2017 City of Fort Collins Approved Plans Approved by: Date, Vm /201-7 DRAINAGE LETTER AND LID REPORT THE EXCHANGE Fort Collins, Colorado 7 Prepared for: Brinkman Partners 3528 Precision Drive, Suite 100 Fort Collins, Colorado 80528' Prepared by: ■� NORTHERN ENGINEERING 301 North Mason Street, SuRe 100 Fort Collins, Colorado 80524 Phone: 970.221.4158 Fax: 970.221.4169 www.northemengimfing.com Project Number: 379-060 1 NorthernEnalneerina.com // 970.221.415a I ' NORTHERN ENGINEERING Drainage Letter and LID Report — The Exchange Date: February 14, 2017 Project: The Exchange Project No. 379-060 Basic Development Review (BDR) ' Fort Collins, Colorado Attn: City of Fort Collins Stormwater Utility ' 700 Wood Street Fort Collins, Colorado 80521 ' To whom it may concern: This letter serves to address the stormwater impacts of the proposed project known as "The Exchange". The ' project is a redevelopment of the 200 block of North College Avenue. The redevelopment consists primarily of facade improvements to the existing buildings, along with a small expansion of the southern -most building. Also, the existing parking lot is being replaced by a pedestrian area with seating areas and a grassy central lawn. Impervious Area The total impervious area of the site will be reduced due to the removal of the existing parking area and the ' addition of the large grassy area in the center of the site. For this reason, the total runoff was assumed to also be reduced and, therefore, no stormwater detention is proposed. An exhibit depicting the existing vs. proposed impervious areas has been provided to document the decrease. Although stormwater quantity detention is not ' required, stormwater quality will be addressed by permanent Best Management Practices (BMPs) and Low Impact Development (LID) requirements. Drainage Patterns The project will maintain the existing overall drainage patterns for the most part, however modifications to the interior drainage patterns will be made in order to capture and treat as much of the affected project site as possible with LID methods. In general, the central grass area will be lowered so that all adjacent areas of paving can drain to the area inlets located at the corners of the grass area. These inlets will direct flows into an underground water quality facility that will provide storage for the water quality capture volume (WQCV). The vaults will have an open bottom to allow the WQCV to infiltrate into the underlying soils. Flows in excess of the ' WQCV will pass over a weir in the downstream inlet and proceed via a storm drain into an existing area inlet located at the intersection of the alley and Pine Street. ' Erosion and Sediment Control During construction, the Contractor will follow the appropriate and applicable City of Fort Collins standards for erosion and sediment control. Since the approximately 18,000 sf area of disturbance for the project is more ' than 10,000 sf, a comprehensive Stormwater Management Plan has been prepared for this project. Post construction water quality and erosion control will be achieved by a fully established and stabilized site. All areas disturbed during construction will receive permanent hardscape, landscape, or building structure. 301 N. Howes Street, Suite 100, Fort Collins, CO 80521 I 970.221.4158 I www.northernengineering.com I ■� INORTHERN ENGINEERING 0 u n Floodplains There are no regulatory floodplains associated with the project. LID Requirements The City LID requirements specify that either 75% of all newly added impermeable areas are provided LID treatment OR 50% LID treatment by which 25% of drivable surfaces are treated by permeable pavers. In the case of this project, there are not any drivable surfaces, so the project is required to treat a minimum of 50% of the site through the use of LID. The treatment will be provided by an infiltration gallery that will treat 9,895 square -feet of impervious area on the site. This is 61.3% of the total impervious area within the affected project areas, which exceeds the amount required by city code. A LID Treatment Exhibit is provided with this report. Storm Outfall Modeline The project site is located within the study area -identified in the "Downtown River District (DTRD) Final Design Report", by Ayres Associates, dated February 2012. The site lies within two master plan sub -basins, specifically Basins 118 and 200 (Please see Attachment 3, Exhibits 1 and 2). The project takes a portion of Basin 118 (0.42 acre), and incorporates this into Basin 200. In doing so, we are routing the project site into the Pine Street storm line system. This system is to be improved in the future and is noted in the Downtown River District plans as "Storm Line B". Hydrologic modeling was completed for this report utilizing the computer program EPA SWMM 5. Proposed Condition modeling completed for this study incorporates the 0.42-acre shift from Basin 118 to Basin 200 as discussed above. We note that Basin 200 had an assumed percent impervious value of 95% in the original Ayres model, and we have not changed this parameter. The proposed site plan will not exceed this percent impervious assumption. Please see Attachment 4 for SWMM modeling output. Table 1, below, summarizes changes in Peak 100-year discharge at SWMM Conduit B9 through B11 as well as 100-year HGL at upstream ends of these conduits. Please see Attachment 5 for selected portions of the Downtown River District "Storm Line B" plan set. We note that the minor increases in HGL summarized in Table 1, below will not bring HGL above junction rim elevation at any junction. Table 1 — SWMM Modeling Summary PrGoposed Proposed Effective lylodeh R`'Effectwe Models i`Conditi n}Model' Condition Model' PeakcYr 100 Upstream:l00�Y�' '.' Peakk1�0�0'=Yr Upstream 100 Yr Conduit Dischargv(CFS) HGL (FT), Dischargel,(,QF„S)� HGL(FT) 89 69.24 4972.1 69.16 4971.1 B10 52.64 4971.65 1 57.15 1 4971.79 B11 50.46 4972.04 1 54.15 1 4972.22 Conclusions The proposed grading concept closely matches existing elevations and drainage patterns. On -site detention is proven to be unnecessary. Stormwater quality has been provided, and meets the city requirements for Low Impact Development treatment. Therefore, it is my professional opinion that The Exchange satisfies all ' applicable stormwater criteria and will effectively limit potential damage associated with its stormwater runoff. IPlease do not hesitate to contact me if you'have questions or Sincerely, ' Andy Re� ' Project Manager ATTACHMENT 1 HYDROLOGIC CALCULATIONS 71 FI 1 II L7 1 NorthernEnnineerina.com // 970.221.4158 7 II I I J IFJi 1 [I 1 a 'n0 A ti 1� O -8 coo z2 V g E cooA 0 �0 8 EmCY dd $ 1 g C .3 o l W NAJ OO Q $� aC c ¢ '9 Z 0 e O O T V 001 N 2e O De O 9 E m m p o $ co x � � y h 00 g mm ooc C3 6 o .+a g u o0 �� ib W � �3 0 0 c WnV o$ Q g a ag o 0 a M � i Lpp ,,[[��• ,FyQ oo Q tN� O R U lIN1 {�E mooC m•F N I I I I I I I / I I / I I I I I / / Ln ! ) § !■-a &.I " & k2� k§�Ew_ !a! � � ca•@«a 2 0 q ®E 7& � % § &f»Ag& - � ? � ;; ` ®© �� 2� B_ ~� . pr � � ■_� Q &to ;�£°- k m _ Jin i �a§qq �=boo it cy eci | Cl? Rl |g \ >> | �A ! � #§ »t(a | — Sees & , # ! $� �§ /}// I I 1] I I I I I I I I I I I / I I I I M �§ JJI 23 �Q JoI \ It J® ■t o �§ $�kw§ j . #m §% 0 k=koq 2 |c 00 | .-. �| ! � S G# a || 11 A § § :;■!0 3j;�k 7 2 ��7 coLn f . iR k ® q4 f as o0 � § � EXISTING PROPOSED I I 1 1 I I L z -I I I z -----, -- I / I I ❑ - - Z I ; / � I I Z I 1 W w -- I W I I 0 0 C ---- - - _ Q - i i 1 1 SURFACE AREA (SF) % IMPERV. IMPERV. AREA (SF) ROOFTOP 0 100% 0 CONCRETE 9,669 100% 9,669 ASPHALT 10,308 100% 10,308 GRAVEL SURFACE AREA (SF) %IMPERV- IMPERV. "REA(SF) ROOFTOP 4,510 100% 4,510 CONCRETE 8,585 100% 8,505 ASPHALT 0 100% 0 GRAVEL -_-- 2,791 40% 1.116 ' TOTALS 19,9T7 TOTAL= 19,977 TOTALS 17,826 TOTAL= 16,151 1 oFualPrna EXISTING VS. PROPOSED NORTHERN NE THE EXCHANGE IMPERVIOUS AREA E N G I N E E R I N G FORT COLLINS uan"a. s COLORADO A. REESE r 4o o:ST—c:ll 1 301 R. F Slm , Sucre 100 PH W. 910.221 4158 o wxw.nonhare�ineenr,g.mm 8M21 FW C&Iim, Cd February 14, 2017 379-060 ATTACHMENT 2 LID/WATER QUALITY CALCULATIONS I 1 1 1 t 1 NorthernEnnineerino.com 11 970.221.4159 ■� INORTHERN ENGINEERING 1 1 1 1 1 Project Title Project Number Basin(S) The Exch 379-060 Al WQCV=aI0.91i'-1.19i'+0.781 WQCV = Watershed inches of Runoff (inches) a = Runoff Volume Reduction (constant) i = Total imperviousness Ratio (i = I ..1/100) iiir- 0.s 0.45 t 0.4 c 0.35 d 0.3 L `m 0.25 3 0.2 0.15 c 0.1 D.DS 0 0 O 0 O 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 Total Imperviousness Ratio (i = 1, /100) Figure EDB-2 - Water Quality Capture Volume (WQCV), 80th Percentile Runoff Event V - WQCV 1f A= 0.42ac 12 / A i V 0.0062 ac-ft 1 269 cu. ft. V = Water Quality Design Volume (ac-ft) WQCV = Water Quality Capture Volume (inches) A = Watershed Area (acres) Date: February 14, 2017 Calcs By: A. Reese Drain Time 12 h a= 0.8 = S5.00% WQCV = 0.176 in Water Quality Capture Volume I 1 1 i PA�E NORTHERN ENGINEERING Vault Volume Calculation I FAA Method Project: a Exc. Project Location: Fort Collins, Coloradc Calculations By: A = Date: February 14, 2017 Pond No.: Vr mum) Input Variables Results Design Point Al Design Storm WQ Developed "C" = 0.88 Area (A)= 0.42 acres Max Release Rate = 0.09 cfs Required Detention Volume Quantity Detention 270 ft3 Time Time Ft.Collins WQ Intensity Q100 Inflow (Runoff) Volume Outflow (Release) Volume Storage Detention Volume (mins) (secs) (in/hr) (Cfs) (ft) (ft) (ft ) 5 300 1.43 0.5 158 27 131 10 600 1.11 0.4 245 54 191 15 900 0.94 0.3 311 81 230 20 1200 0.81 0.3 357 108 249 25 1500 0.72 0.3 396 135 261 30 1800 0.65 0.2 432 162 270 35 2100 0.59 1 0.2 454 189 265 40 2400 0.54 0.2 475 216 259 45 2700 0.50 0.2 494 243 251 50 3000 0.46 0.2 510 270 240 55 3300 0.44 0.2 531 297 234 60 3600 0.41 0.2 546 324 222 65 3900 0.39 0.1 555 351 204 70 4200 0.37 0.1 567 378 189 75 4500 0.35 1 0.1 574 405 169 80 4800 0.33 0.1 585 432 153 85 5100 0.32 0.1 594 459 135 90 5400 0.31 0.1 609 486 123 95 5700 0.29 0.1 611 513 98 100 6000 0.28 0.1 621 540 81 105 6300 0.27 0.1 629 567 62 110 6600 0.26 0.1 634 594 40 115 6900 0.3 1 0.1 650 621 29 120 7200 0.25 1 0.1 652 648 4 I D:IProjectsl379-0601DrainagehJD1379-060_FAA_Vault 1.x1sml 1 1 1 L " a m E E ' ° $ F = m U 9vd v a E r m E o A o E n` v N v N ti LL Q z v � o O N f u O i+ LL a u d A 6 on E'er O > N r cr o w E z m c u E R� a _ o a � vi c o_ „ M ✓ M d R O 0 E DA a N z c 0 °cr c ° ° +' aEi E 3 E a 7 m m Z u ,p >° > 7 E E R = O ° > N a 3 w a E M m Yn R O N n ° r > u a 0 ° E C L V W 00 y � w o r d M c E a10i m� a o d � N L I- CJ Z m u ~ .o L' a` w 0 r ti NORTHERN ENGINEERING I 1 7 StormTech Chamber Data Chamber Dimensions SC-310 SC-740 Width (in) 34.00 51.00 Length (in) 85.40 85.40 Height (in) 16.00 30.00 Floor Area (sf) 20.16 30.25 Chamber Volume (cf) 14.70 45.90 Chamber/Aggregate Volume (cf) 29.30 74.90 Chamber Flow Rate Conversion (gpm/sf to cfs) Flow Rate" 0.35 gpm/sf 1 cf = 7.48052 gal 1 gallon = 0.133681 cf 1 GPM = 0.002228 cfs "Flow rate based on 1/2 of Nov 07 Q. in Figure 17 of UNH Testing Report :hamber Flow Rate SC-310 I SC-740 Flow Rate/chamber (cfs) 0.015724F 0.02358E i [J NORTHERN ENGINEERING Vault Volume Calculation I FAA Method Project; Project Location: Fort Collins, Colorado Calculations By: A. Reese Date: February 14, 2017 Pond No.: Vault 1 (Provider Input Variables Results Design Point Al Design Storm WQ Developed "C = 0.88 Area (A)= 0.42 acres Max Release Rate = 0.14 cfs Required Detention Volume Quantity Detention 189 ft3 Time Time Ft.Collins WQ Intensity Q100 Inflow (Runoff) Volume Outflow (Release) Volume Storage Detention Volume (mins) (secs) (in/hr) (cfs) (ft) (ft) (ft ) 5 300 1.43 0.5 158 42 116 10 600 1.11 0.4 245 84 161 15 900 0.94 0.3 311 126 185 20 1200 0.81 0.3 357 168 189 25 1500 0.72 0.3 396 210 186 30 1800 0.65 0.2 432 252 180 35 2100 0.59 1 0.2 454 294 160 40 2400 0.54 0.2 475 336 139 45 2700 0.50 0.2 494 378 116 50 3000 0.46 0.2 510 420 90 55 3300 0.44 0.2 531 462 69 60 3600 0.41 0.2 546 504 42 65 1 3900 0.39 0.1 555 546 9 70 4200 0.37 0.1 1 567 588 -21 75 4500 0.35 0.1 574 630 -56 80 4800 0.33 0.1 585 672 -87 85 5100 0.32 0.1 594 714 -120 90 5400 0.31 0.1 609 756 -147 95 5700 0.29 0.1 611 798 -187 100 6000 0.28 1 0.1 621 840 -219 105 6300 0.27 0.1 629 882 -253 110 6600 0.26 0.1 634 924 -290 115 6900 0.3 0.1 650 966 -316 120 7200 0.25 0.1 652 1008 -356 D:lProjects1379-0601DrainagelLID1379-060 FAA Vault l.x/sml / UNTREATED AREA - - - - PINE STREET- / / O \ I O INFIL REQUIRED WO VOLUME: 292 CU. FT. A REQUIRED FAA VOLUME: 300 CU. FT. PROVIDED VOLUME: 449 CU. FT. m TREATMENT AREA: 9.80 S e r Y I i r r i � � I I r I i I I i i — — \ \ \ \ \ \ \ \ \ \ \ ' COLLEGE AVENUE ' LEGEND INFILTRATION GALLERY ' INFILTRATION GALLERY `%CJ TREATIAENTAREA 30 0 30 UNTREATED AREAOF N EYI CONSfRUCTpN ' IN FEET 1 INCH = 30 FEET DRAWING REFERNCE. NORTHERN EXHIBIT ENGINEERING LID TREATMENT ' 301 N. Howes Street, Suite 100 PHONE: 970.221.4158 Fort Collins, Colorado 80521 w .northenenginredng.com On -Site UD Treatment Project Summary Total Impervious Area 16,151 s! Target Treatment Percentage 50% A4lmmum Area to be Treated by 10 measures 8,075.50 sf Infiltration Gallery/Underground Oambers Vault Volume Provided 449 cf Vault Treatment Area 9,895 sf Total Treatment Area 9,995 sf Percent Total Project Area Treated 61.3% THE EXCHANGE DRAWN BY: A. Reese SHEET NO: SCALE: 1 in = 30 R LID-1 ISSUED: February 14, 2017 ATTACHMENTDOWNTOWN RIVER DISTM3 SUBBASINS I 1 I 1 F .f I I I North ernEnnineerina.com // 970.221.4158 No Text g x Ar u d Q I �{t _ w u } E ƒ V) � §_ k S ■ � � / } \ R m ` / & O> 0 2 I E■ C C e 4-- §cr % ƒ < > 0 c 0 § $ o ~ LLIV) ATTACHMENT 4 SWMM MODELING OUTPUTS 1 1 i i I i f 1 1 I L North ernEnaineerina.tom // 970.221.4159 EPA STORM WATER MANAGEMENT MODEL - VERSION 5.0 (Build 5.0.015) -------------------------------------------------------------- f4#+#+#aaatffft4tt4+###4#at*atttfftttf444a#4++attt****#f* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. as**4t4+++++++a+ Analysis Options #+a#aaa+f tf tffrf Flow Units ............... CFS Process Models: 'Rainfall/Runoff ........ YES Snowmelt . NO Groundwater ............ NO Flow Routing ........... YES Water Quality .......... NO Infiltration Method HORTON Flow Routing Method . DYNWAVE Starting Date ............ MAR-17-2006 00:00:00 Ending Date .............. MAR-17-2006 23:00:00 Antecedent Dry Days ...... 0.0 'Report Time Step 00:01:00 Wet Time Step . 00:05:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 1.00 sec WARNING 02: maximum depth increased for Node CustomInlet-River WARNING 02: maximum depth increased for Node EXMH B1 +++++aa++++tf Element Count +++++++++++++ Number of rain gages . 1 Number of subcatchments ... 43 Number of nodes ........... 76 Number of links ........... 69 Number of pollutants ...... 0 Number of land uses ....... 0 xttt##++++++***+ Raingage Summary t****4#++a###ak+ 1Name Data Source 1-------------------100-year--- +x+++a+**a*f*fxtf txt Subcatchment Summary +aaaaatttf tttt+4###+ Name Area Width 100 1.20 185.00 101 2.30 337.00 102 2.90 423.00 103 0.80 582.00 104 - 4.50 1.20 2930.00 2197.00 '105 106 3.70 537.00 107 0.80 524.00 108 1.90 274.00 109 0.80 1618.00 110 2.00 289.00 ill 0.90 124.00 112 1.30 191.00 113 1.80 265.00 114 3.50 502.00 115 2.80 407.00 116 0.20 582.00 117 1.20 459.00 118 1.38 198.00 �119 3.60 880.00 120 0.40 743.00 121 0.30 456.00 122 0.60 1177.00 Data Interval Type hours -------------------- INTENSITY 0.08 %Impery ----------------------------------------------------- %Slope Rain Gage Outlet 95.00 0.8000 1 INLET-B1B 95.00 0.3400 1 INLET-B2B, 95.00 1.0800 1 INLET-C2B 95.00 0.8000 1 INLET-B3B 95.00 0.4800 1 EXMH B1 95.00 0.6600 1 EXINLET-B4B 95.00 0.8600 1 EXINLET-B3C 95.00 0.7100 1 EXINLET-B4C 95.00 0.3200 1 INLET-B10A 60.00 0.2900 1 INLET-B5A 80.00 1.2600 1 INLET-A3B 10.00 1.0600 1 213 90.00 0.8900 1 1 0112 95.00 1.7200 1 0113 95.00 2.0800 1 0114 95.00 3.5700 1 0115 95.00 0.7900 1 INLET-B2A 95.00 0.5400 1 EXINLET-B3A 95.00 0.9000 1 INLET-B7A 90.00 0.4200 1 MH B13 95.00 1.2800 1 INLET-A3A 95.00 1.2000 1 INLET-B1A 95.00 0.2800 1 INLET -CIA INMM 5 Page 1 123 0.30 527.00 95.00 1.0400 1 Custominlet-River 124 0.70 0.50 603.00 95.00 893.00 95.00 2.1400 0.9100 1 1 INLET-AlA INLET-C2A '125 126 5.00 184.00 95.00 ' 1.2400 1 EXMH Cl 127 2.30 328.00 95.00 1.5000 1 INLET-C1B 128 0.30 1406.00 95.00 2.1100 1 INLET-A2A 200 201 0.72 0.20 418.00 95.00 271.00 95.00 1.6900 0.9600 1 1 EXINLET-B10B EXINLET-B9B 202 0.40 420.00 95.00 1.4200 1 INLET-B9A 203 0.30 447.00 95.00 0.3900 1 EXINLET-BBA 204 0.40 203.00 95.00 0.0300 1 203 205 0.10 121.00 95.00 0.8700 1 INLET-B4A 206 0.20 102.00 90.00 1.2200 1 INLET-A4A 207 0.90 1123.00 95.00 0.4400 1 EXINLET-B5B 208 0.70 327.00 95.00 0.6500 1 EXSTUB-B6 210 2.90 414.00 80.00 0.6200 1 INLET-D2B 0.20 224.00 95.00 0.4700 1 INLET-D2A '211 212 0.60 918.00 95.00 0.5700 1 INLET-D3A 213 1.20 360.00 95.00 0.7100 1 INLET-D3B 300 2.20 325.00 95.00 1.7300 1 0300 Node Summary ++++++++++++ Name ----------------- ----------- Type ------------------ Invert Elev. Max. Ponded External CustomInlet-River JUNCTION -----Depth 4956.94 ------Area 5.91 ----Inflow -- 0.0 EXINLET-B10B JUNCTION 4972.71 3.71 0.0 EXINLET-B3A JUNCTION 4960.63 9.45 0.0 EXINLET-B3C JUNCTION 4963.76 6.34 0.0 EXINLET-B4B JUNCTION 4971.23 2.42 0.0 EXINLET-B4C JUNCTION 4972.04 2.29 0.0 EXINLET-B5B JUNCTION 4971.25 2.42 0.0 EXINLET-B8A JUNCTION 4971.38 3.08 0.0 EXINLET-B9B JUNCTION 4971.42 4.24 0.0 EXMH B1 JUNCTION 4959.16 11.13 0.0 EXMH Cl JUNCTION 4956.26 9.15 0.0 EXSTUB-B6 JUNCTION 4970.40 3.00 0.0 INLET-AlA JUNCTION 4955.50 3.02 0.0 INLET-A2A JUNCTION 4955.01 7.94 0.0 INLET-A3A JUNCTION 4965.04 3.40 0.0 INLET-A3B JUNCTION 4962.01 6.48 0.0 INLET-A4A INLET-BlOA JUNCTION JUNCTION 4969,60 4972.40 2.65 2.99 0.0 0.0 INLET-B1A JUNCTION 4960.79 4.02 0.0 INLET-B1B JUNCTION 4960.92 4.08 0.0 INLET-B2A JUNCTION 4964.00 3.80 0.0 INLET-B2B JUNCTION 4963.85 3.86 0.0 INLET-B3B JUNCTION 4960.96 8.28 0.0 INLET-B4A JUNCTION 4965.45 7.45 0.0 INLET-B5A JUNCTION 4971.06 2.50 0.0 INLET-B7A JUNCTION 4970.39 3.50 0.0 INLET-B9A JUNCTION 4971.49 3.65 0.0 INLET-C1A JUNCTION 4957.82 5.00 0.0 INLET-C1B JUNCTION 4958.34 5.12 0.0 INLET-C2A JUNCTION 4961.50 2.98 0.0 INLET-C2B JUNCTION 4960.76 4.14 0.0 INLET-Dl JUNCTION 4960.24 7.94 0.0 INLET-D2A JUNCTION 4963.74 4.00 0.0 INLET-D2B JUNCTION 4963.78 4.87 0.0 INLET-D3A JUNCTION 4964.00 1.88 0.0 INLET-D311 Al JUNCTION JUNCTION 4964,21 4942.03 4.13 15.03 0.0 0.0 'MH MH A2 JUNCTION 4950.07 9.37 0.0 MH A3 JUNCTION 4953.34 9.94 0.0 MH A4-MH D1 JUNCTION 4959.59 9.05 0.0 MH A5 MH_B10 JUNCTION JUNCTION 4961.21 4967.11 7.65 8.78 0.0 0.0 MH Bll JUNCTION 4968.41 8.65 0.0 MH B12 JUNCTION 4969.47 9.06 0.0 MH B13 JUNCTION 4970.00 9.39 0.0 MH_B2 JUNCTION 4957.32 7.71 0.0 MH B3 JUNCTION 4958.62 9.59 0.0 MH B3A JUNCTION 4960.86 9.60 0.0 Yes MH B4 JUNCTION 4958.88 10.22 0.0 MH B4A JUNCTION 4965.42 7.83 0.0 MH=B4B JUNCTION 4966.41 8.22 0.0 MH B5 JUNCTION 4960.52 9.87 0.0 MH B6 JUNCTION 4963.34 10.85 0.0 MH B7 JUNCTION 4963.58 10.62 0.0 f WMM 5 Page 2 MH B7A JUNCTION 4969.79 5.39 0.0 MH B8 JUNCTION JUNCTION 4963.76 4965.12 10.62 10.25 0.0 0.0 'MN=B9 MR Cl JUNCTION 4941.23 7.06 0.0 MH C2 JUNCTION 4942.08 6.69 0.0 MH C3 JUNCTION 4945.12 14.60 0.0 MH C4/B1 MRCS JUNCTION JUNCTION 4946.00 4954.89 17.83 7.75 0.0 0.0 MH C6 JUNCTION 4955.47 9.01 0.0 MH C7 JUNCTION 4956.24 8.23 0.0 MH D2 JUNCTION 4959.98 8.30 0.0 MH D3 JUNCTION 4960.65 7.21 0.0 MH D4 JUNCTION 4961.91 5.11 0.0 MY STRT JUNCTION 4973.00 1.00 0.0 Yes 0112 JUNCTION 0.00 0.00 0.0 0113 JUNCTION 0.00 0.00 0.0 0114 JUNCTION 0.00 0.00 0.0 0115 JUNCTION 0.00 0.00 0.0 0300 JUNCTION 0.00 0.00 0.0 Al POUDRE OUTFALL 4949.89 3.00 0.0 FESB1-POUDRE OUTFALL 4953.73 4.00 0.0 FESC1-UDALL_POND OUTFALL 4941.03 2.00 0.0 ++++++xxxxxx Link Summary x xxrt+++++++ Name ------------ From Node ------- To Node -------------------------- Type Length ------------------------ %Slope Roughness Al MH Al Al POUDRE CONDUIT 73.0 0.1781 0.0130 A2 A3 MH A2 MH A3 MH Al MH A2 CONDUIT CONDUIT 27.0 173.0 0.0741 1.8905 0.0130 0.0130 A4 MH A4-MH D1 - MH A3 CONDUIT 325.0 1.9050 0.0130 A5 MH A5 MH A4-MH D1 CONDUIT 65.5 1.4342 0.0130H B1 MH FESB1-PO7UDRE CONDUIT 139.0 1.4966 0.0130 MH_B2 MH-C4/B1 CONDUIT 100.0 1.5102 0.0130 'B2 B3 MH B3 MH B2 CONDUIT 353.0 0.3683 0.0130 B4 MH B4 MH B3 CONDUIT 74.0 0.3514 0.0130 B5 MH B5 MH B4 CONDUIT 470.0 0.3489 0.0130 B6 MH B6 MH B5 CONDUIT 485.0 0.5815 0.0130 B7 MH B7 MH_B6 CONDUIT 68.0 0.3529 0.0130 BS MH B8 MH B7 CONDUIT 74.5 0.2470 0.0130 B9 MH B9 MH B8 CONDUIT 367.0 0.3695 0.0130 B10 MH B10 MH B9 CONDUIT 63.0 0.7778 0.0130 Bll MH Bll MH-B12 MHB10 MH Bll CONDUIT CONDUIT 115.0 134.0 0.7819 0.7911 0.0130 0.0130 'B12 B13 MH B13 MH B12 CONDUIT 33.0 1.6063 0.0130 Cl MH C1 FESC1-UDALL_PONDCONDUIT 34.0 0.5882 0.0130 C2 MH C2 MH Cl CONDUIT 138.0 0.6160 0.0130 C3 MH C3 MH C2 CONDUIT 494.0 0.6154 0.0100 C4 MH C4/B1 MH-C3 CONDUIT 144.0 0.6111 0.0130 C5 MH C5 MH C4/B1 CONDUIT 45.0 0.3111 0.0130 C6 MH C6 MH C5 CONDUIT 194.0 0.2990 0.0130 C7 MH C7 MH C6 CONDUIT 274.0 0.2810 0.0130 MH D2 MH A4-MH D1 CONDUIT 74.0 0.5270 0.0130 'D2 D3 MH D3 MH D2 CONDUIT 173.0 0.3873 0.0130 D4 MH D4 MH D3 CONDUIT 322.0 0.3913 0.0130 EXLAT-B3C EXINLET-B3C MH B3A CONDUIT 36.0 2.1116 0.0130 EXLAT-34B EXINLET-B4B MH B4B CONDUIT 34.4 2.2415 0.0130 EXINLET-B4C MH B4B CONDUIT 29.0 5.4564 0.0130 'EXLAT-B4C LAT-AlA INLET-AIA MH A2 CONDUIT 41.0 1.2684 0.0130 _ LAT-A2A INLET-A2A MH A3 CONDUIT 25.0 2.6009 0.0130 LAT-A3A INLET-A3A MH A5 CONDUIT 21.0 2.8106 0.0130 LAT-A3B INLET-A313 INLET -MA MH AS MH-B6 CONDUIT CONDUIT 46.0 104.0 0.9348 0.2596 0.0130 0.0130 ILAT-A4A LAT-B1A INLET-B1A MH B2 CONDUIT 32.0 0.6563 0.0130 LAT-B1B INLET-B1B MH B2 CONDUIT 11.0 1.9546 0.0130 LAT-B2A INLET-B2A MH B3 CONDUIT 45.0 0.8000 0.0130 LAT-B2B LAT-B3A INLET-B2B EXINLET-B3A MH B3 MH CONDUIT CONDUIT 14.0 45.0 1.2468 0.2444 0.0130 0.0130 LAT-B3B INLET-B3B MH B3A CONDUIT 36.0 0.2778 0.0130 LAT-B3C MH B3A MH B5 CONDUIT 57.0 0.5965 0.0130 LAT-B4A INLET-B4A MH B4A CONDUIT 19.0 0.1579 0.0130 LAT-B4B MH B4A MH B6 CONDUIT 92.0 0.3043 0.0130 LAT-B4C MH B4B MH_B6 CONDUIT 52.0 2.0004 0.0130 LAT-B5A INLET-B5A MH B7 CONDUIT 39.0 1.4617 0.0130 LAT-B5B EXINLET-B5B MH B7 CONDUIT 20.0 1.6002 0.0130 LAT-B6A EXSTUB-B6 MH B8 CONDUIT 21.0 1.5049 0.0130 LAT-B7A INLET-B7A MH B7A CONDUIT 25.0 2.4007 0.0130 LAT-B7C MH B7A MH_B9 CONDUIT 71.0 1.0001 0.0130 LAT-B8A EXINLET-B8A MH B7A CONDUIT 38.5 4.1334 0.0130 LAT-B9A INLET-B9A MH B10 CONDUIT 32.0 2.4695 0.0130 'WMM 5 Page 3 J LAT-B9B EXINLET-B9B MH B10 CONDUIT 36.0 2.0004 0.0130 LAT-B10A LAT-B10B INLET-B10A EXINLET-B10B MH Bll MH Bll CONDUIT CONDUIT 30.0 44.0 1.9003 2.0004 0.0130 0.0130 LAT-BllA EXMH B1 MH B4 CONDUIT 61.0 0.4590 0.0130 LAT-C1A INLET-C1A MHCS CONDUIT 36.0 0.3889 0.0130 LAT-C1B INLET-C1B MH C5 CONDUIT 33.0 2.0004 0.0130 LAT-C2A INLET-C2A MH C7 CONDUIT 55.0 1.7821 0.0130 LAT-C2B INLET-C2B MH C7 CONDUIT 12.0 1.3182 0.0130 LAT-C3A EXMH Cl MH C7 CONDUIT 18.0 0.1111 0.0130 LAT-D2A INLET-D2A MH D3 CONDUIT 51.0 0.4510 0.0130 ' LAT-D2B INLET-D2B MH D3 CONDUIT 14.0 1.7760 0.0130 LAT-D3A INLET-D3A MH D4 CONDUIT 40.0 0.5000 0.0130 LAT-D3B INLET-D3B MH D4 CONDUIT 24.0 2.0004 0.0130 MNT STRT MNT STRT EXMH B1 CONDUIT 720.0 0.4458 0.0160 126IP Custominlet-RiverMH A2 CONDUIT 80.6 6.1031 0.0130 LAT-D1 INLET-D1 MH D2 CONDUIT 13.0 1.8691 0.0130 ffff*+++++##+++*frtrf Cross Section Summary Full Full Hyd. Max. No. of Full Conduit --------------------- - Shape ---------------Depth Rad. Width Barrels Flow Al CIRCULAR -----Area 3.00 --------------------------------------- 7.07 0.75 3.00 1 28.15 A2 A3 CIRCULAR CIRCULAR 3.00 3.00 7.07 7.07 0.75 0.75 3.00 3.00 1 1 18.15 91.71 A4 CIRCULAR 3.00 7.07 0.75 3.00 1 92.06 A5 CIRCULAR 2.00 3.14 0.50 2.00 1 27.09 B1 RECT CLOSED 4.00 24.00 1.20 6.00 1 378.99 RECT CLOSED 4.00 28.00 1.27 7.00 1 461.92 'B2 B3 RECT CLOSED 4.00 28.00 1.27 7.00 1 228.11 B4 RECT CLOSED 4.00 28.00 1.27 7.00 1 222.81 B5 RECT CLOSED 4.00 24.00 1.20 6.00 1 183.00 B6 CIRCULAR 4.00 12.57 1.00 4.00 1 109.53 CIRCULAR 4.00 12.57 1.00 4.00 1 85.34 'B7 B8 CIRCULAR 4.00 12.57 1.00 4.00 1 71.39 B9 CIRCULAR 4.00 12.57 1.00 4.00 1 87.31 B10 CIRCULAR 3.50 9.62 0.88 3.50 1 88.73 Bll CIRCULAR 3.50 9.62 0.88 3.50 1 89.31 B12 CIRCULAR 3.00 7.07 0.75 3.00 1 59.32 B13 CIRCULAR 3.00 7.07 0.75 3.00 1 84.53 Cl CIRCULAR 2.00 3.14 0.50 2.00 1 17.35 C2 CIRCULAR 2.00 3.14 0.50 2.00 1 17.75 C3 C4 CIRCULAR CIRCULAR 2.00 2.00 3.14 3.14 0.50 0.50 2.00 2.00 1 1 23.07 17.68 C5 CIRCULAR 4.00 12.57 1.00 4.00 1 80.12 C6 CIRCULAR 4.00 12.57 1.00 4.00 1 78.54 C7 CIRCULAR 3.50 9.62 0.88 3.50 1 53.33 CIRCULAR 3.00 7.07 0.75 3.00 1 48.42 iD2 D3 CIRCULAR 3.00 7.07 0.75 3.00 1 41.51 D4 CIRCULAR 2.50 4.91 0.63 2.50 1 25.66 EXLAT-B3C CIRCULAR 2.50 4.91 0.63 2.50 1 59.60 EXLAT-B4B CIRCULAR 1.25 1.23 0.31 1.25 1 9.67 EXLAT-B4C CIRCULAR 1.25 1.23 0.31 1.25 1 15.09 LAT-AIA CIRCULAR 1.50 1.77 0.38 1.50 1 11.83 LAT-A2A CIRCULAR 1.50 1.77 0.38 1.50 1 16.94 LAT-A3A CIRCULAR 1.50 1.77 0.38 1.50 1 17.61 LAT-A3B CIRCULAR 1.50 1.77 0.38 1.50 1 10.16 CIRCULAR 1.00 0.79 0.25 1.00 1 1.82 'LAT-A4A LAT-B1A CIRCULAR 1.50 1.77 0.38 1.50 1 8.51 . LAT-B1B CIRCULAR 1.50 1.77 0.38 1.50 1 18.47 LAT-B2A CIRCULAR 1.50 1.77 0.38 1.50 1 9.40 LAT-B2B LAT-B3A CIRCULAR CIRCULAR 2.00 2.00 3.14 3.14 0.50 0.50 2.00 2.00 1 1 27.71 11.18 LAT-B3B CIRCULAR 2.50 4.91 0.63 2.50 1 21.62 LAT-B3C CIRCULAR 3.00 7.07 0.75 3.00 1 51.51 LAT-B4A CIRCULAR 2.00 3.14 0.50 2.00 1 8.99 CIRCULAR 2.00 3.14 0.50 2.00 1 12.48 'LAT-B4B LAT-B4C CIRCULAR 2.50 4.91 0.63 2.50 1 58.01 LAT-B5A CIRCULAR 1.50 1.77 0.38 1.50 1 12.70 LAT-B5B CIRCULAR 1.50 1.77 0.38 1.50 1 13.29 LAT-B6A CIRCULAR 1.33 1.39 0.33 1.33 1 9.35 LAT-B7A CIRCULAR 2.00 3.14 0.50 2.00 1 35.05 LAT-B7C CIRCULAR 3.50 9.62 0.88 3.50 1 100.61 LAT-B8A CIRCULAR 1.50 1.77 0.38 1.50 1 21.36 LAT-B9A CIRCULAR 1.50 1.77 0.38 1.50 1 16.51 LAT-B9B CIRCULAR 1.50 1.77 0.38 1.50 1 14.86 LAT-B10A CIRCULAR 2.00 3.14 0.50 2.00 1 31.19 LAT-B10B CIRCULAR 1.50 1.77 0.38 1.50 1 14.86 LAT-BllA CIRCULAR 4.00 12.57 1.00 4.00 1 97.32 LAT-C1A CIRCULAR 1.50 1.77 0.38 1.50 1 6.55 iwmm 5 Page 4 I LAT-C1B CIRCULAR 1.50 1.77 0.38 1.50 1 14.86 'LAT-C2A CIRCULAR LAT-C2B CIRCULAR 1.50 2.00 1.77 3.14 0.38 0.50 1.50 2.00 1 1 14.02 32.00 LAT-C3A CIRCULAR 2.00 3.14 0.50 2.00 1 7.54 LAT-D2A CIRCULAR 1.50 1.77 0.38 1.50 1 7.05 LAT-D2B CIRCULAR 1.50 1.77 0.38 1.50 1 14.59 LAT-D3A CIRCULAR 1.50 1.77 0.38 1.50 1 7.43 LAT-D3B CIRCULAR 1.50 1.77 0.38 1.50 1 14.86 MT STRT TRAPEZOIDAL 0.50 62.50 0.42 150.00 1 216.21 12DIP CIRCULAR 1.00 0.79 0.25 1.00 1 8.80 LAT-D1 CIRCULAR 2.00 3.14 0.50 2.00 1 38.69 rr+++++++++++++++ttr+r++ra Volume Depth Runoff Quantity Continuity acre-feet inches +++++rttt+tt++4+4444+ar*ar Total Precipitation ...... 18.407 3.669 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 0.605 0.121 Surface Runoff ........... Final Surface Storage .... 17.452 0.461 3.479 0.092 Continuity Error (%) ..... -0.598 ' Flow Routing Continuity Volume acre- feet Volume 10^6gal +trarrarrraraararrrraaarra - - Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 17.466 5.692 Groundwater Inflow ....... RDII Inflow .............. 0.000 0.000 0.000 0.000 External Inflow .......... 3.509 1.143 External Outflow ......... 17.550 5.719 Internal Outflow ......... 0.000 0.000 Evaporation Loss .... 0.000 0.000 Initial Stored Volume .... 0.039 0.013 Final Stored Volume 0.040 0.013 Continuity Error (%) ..... 16.296 ' araraaraaaraaar+rr+a++++ttt Time -Step Critical Elements 444+a++++aaaaaaaar++*****x* None 4444+++*+++aa++aaatr*aa*r+++r*t* Highest Flow Instability Indexes 1 aar++rrtrtrtrrrrt++:+++ttttttatt All links are stable. a+aaaaa+aa++r+r+aarraaaaa Routing Time Step Summary ++aaaaaaaa++++++++aaaaaaa Minimum Time Step 0.50 sec Average Time Step 1.00 sec Maximum Time Step Percent in Steady State 1.00 sec 0.00 Average Iterations per Step 2.02 *r*ttt+t+***+t+*tttttt444t4 'Subcatchment Runoff Summary *+t**tttt+**+4******t****t* Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS ---------------------------------------------------------------------------------------------- 100 3.669 0.000 0.000 0.068 3.531 0.115 11.133 0.962 101 3.669 0.000 0.000 0.069 3.529 0.220 19.839 0.962 102 3.669 0.000 0.000 0.068 3.531 0.278 27.189 0.962 103 3.669 0.000 0.000 0.067 3.524 0.077 7.989 0.960 104 3.669 0.000 0.000 0.067 3.526 0.431 44.735 0.961 105 3.669 0.000 0.000 0.067 3.521 0.115 12.008 0.960 106 3.669 0.000 0.000 0.068 3.531 0.355 34.230 0.962 107 3.669 0.000 0.000 0.067 3.525 0.077 7.976 0.961 108 3.669 0.000 0.000 0.069 3.529 0.182 16.241 0.962 109 3.669 0.000 0.000 0.547 3.086 0.067 7.655 0.841 IWMM 5 Page 5 110 3.669 0.000 0.000 0.285 3.329 0.181 17.936 0.907 111 1 112 3.669 3.669 0.000 0.000 0.000 0.000 1.531 0.139 2.139 3.465 0.052 0.122 2.676 11.963 0.583 0.944 113 3.669 0.000 0.000 0.068 3.531 0.173 17.249 0.962 114 3.669 0.000 0.000 0.068 3.531 0.336 33.711 0.962 115 3.669 0.000 0.000 0.068 3.529 0.268 27.414 0.962 116 3.669 0.000 0.000 0.066 3.520 0.019 2.001 0.959 117 3.669 0.000 0.000 0.068 3.529 0.115 11.761 0.962 118 3.669 0.000 0.000 0.068 3.531 0.132 12.784 0.962 119 3.669 0.000 0.000 0.139 3.466 0.339 33.639 0.945 120 3.669 0.000 0.000 0.066 3.521 0.038 4.003 0.960 121 3.669 0.000 0.000 0.067 3.521 0.029 3.002 0.960 122 3.669 0.000 0.000 0.067 3.522 0.057 6.002 0.960 123 3.669 0.000 0.000 0.067 3.521 0.029 3.002 0.960 124 3.669 0.000 0.000 0.067 3.522 0.067 7.004 0.960 125 3.669 0.000 0.000 0.067 3.521 0.048 5.004 0.960 126 3.669 0.000 0.000 0.071 3.522 0.478 35.378 0.960 127 3.669 0.000 0.000 0.068 3.531 0.221 21.859 0.962 128 3.669 0.000 0.000 0.066 3.518 0.029 3.002 0.959 200 3.669 0.000 0.000 0.067 3.523 0.069 7.196 0.960 201 202 3.669 3.669 0.000 0.000 0.000 0.000 0.067 0.067 3.521 3.522 0.019 0.038 2.001 4.002 0.960 0.960 203 3.669 4.707 0.000 0.078 8.215 0.067 4.752 0.981 204 3.669 0.000 0.000 0.069 3.529 0.038 3.469 0.962 205 3.669 0.000 0.000 0.067 3.522 0.010 1.001 0.960 206 207 3.669 3.669 0.000 0.000 0.000 0.000 0.135 0.067 3.463 3.523 0.019 0.086 1.988 8.998 0.944 0.960 208 3.669 0.000 0.000 0.067 3.528 0.067 6.931 0.961 210 3.669 0.000 0.000 0.292 3.321 0.262 24.604 0.905 211 3.669 0.000 0.000 0.067 3.523 0.019 1.999 0.960 3.669 0.000 0.000 0.067 3.522 0.057 6.003 0.960 '212 213 3.669 1.605 0.000 0.072 5.127 0.167 12.687 0.972 300 -------------------------------------------------------------------------------------------- 3.669 0.000 0.000 0.068 3.531 0.211 21.093 0.962 System 3.669 0.055 0.000 0.121 3.534 5.777 555.112 0.949 rrrrrrrr+++++ttttt Node Depth Summary --------------------------------------------------------------------- Average Maximum Maximum Time of Max Depth Depth HGL Occurrence Node ----------------- ------------ CustomInlet-River Type --------- JUNCTION Feet --------- 4.88 Feet --------- 5.31 Feet ------------- 4962.25 days hr:min 0 00:40 EXINLET-B10B JUNCTION 0.03 1.04 4973.75 0 00:40 EXINLET-B3A JUNCTION 0.13 8.14 4968.77 0 00:38 JUNCTION 0.06 6.07 4969.83 0 00:38 'EXINLET-B3C EXINLET-B4B JUNCTION 0.04 1.68 4972.91 0 00:39 EXINLET-B4C JUNCTION 0.03 1.10 4973.14 0 00:40 EXINLET-B5B JUNCTION 0.04 1.58 4972.83 0 00:40 EXINLET-B8A JUNCTION 0.02 0.55 4971.93 0 00:41 EXINLET-B9B JUNCTION 0.02 0.46 4971.88 0 00:40 EXMH B1 JUNCTION 0.13 6.39 4965.55 0 00:39 EXMH C1 JUNCTION 0.18 6.47 4962.73 0 00:40 EXSTUB-B6 JUNCTION 0.03 1.06 4971.46 0 00:40 - INLET-AlA INLET-A2A JUNCTION JUNCTION 0.03 0.03 0.96 5.70 4956.46 4960.71 0 00:40 0 00:38 INLET-A3A JUNCTION 0.02 0.73 4965.77 0 00:40 INLET-A3B JUNCTION 0.08 4.45 4966.46 0 00:40 INLET-A4A JUNCTION 0.03 0.95 4970.55 0 00:40 INLET-B10A 'INLET-B1A JUNCTION JUNCTION 0.06 0.03 1.68 0.80 4974.08 4961.59 0 00:40 0 00:40 INLET-B1B JUNCTION 0.05 1.89 4962.81 0 00:40 INLET-B2A JUNCTION 0.02 0.56 4964.56 0 00:40 INLET-B2B JUNCTION 0.08 2.32 4966.17 0 00:40 JUNCTION 0.13 8.26 4969.22 0 00:38 'INLET-B3B INLET-B4A JUNCTION 0.03 4.04 4969.49 0 00:41 INLET-B5A JUNCTION 0.03 1.21 4972.27 0 00:40 INLET-B7A JUNCTION 0.04 1.38 4971.77 0 00:40 INLET-B9A JUNCTION 0.02 0.70 4972.19 0 00:40 INLET-C1A JUNCTION 0.05 2.96 4960.78 0 00:40 INLET-C1B JUNCTION 0.07 4.76 4963.10 0 00:40 INLET-C2A JUNCTION 0.02 1.01 4962.51 0 00:40 INLET-C2B JUNCTION 0.08 3.23 4963.99 0 00:40 INLET-D1 JUNCTION 0.11 2.91 4113.19 0 00:41 JUNCTION 0.02 0.66 4964.40 0 00:40 'INLET-D2A INLET-D2B JUNCTION 0.06 2.01 4965.79 0 00:40 INLET-D3A JUNCTION 0.04 1.36 4965.36 0 00:40 INLET-D3B JUNCTION 0.06 2.24 4966.52 0 00:40 lwmm 5 Page 6 MH Al JUNCTION 9.47 11.83 4953.86 0 00:41 - MH A2 M11_A3 JUNCTION JUNCTION 1.46 0.09 6.10 6.33 4956.17 0 4959.67 0 00:41 00:38 MH A4-MH D1 JUNCTION 0.08 2.41 4962.00 0 00:41 - MH AS JUNCTION 0.05 1.55 4962.76 0 00:40 MH B10 JUNCTION 0.11 4.71 4971.82 0 00:42 MH Bll JUNCTION 0.09 3.85 4972.26 0 00:42 MH Bl2 JUNCTION 0.07 3.09 4972.56 0 00:42 DU B13 JUNCTION 0.06 2.66 4972.66 0 00:41 MH B2 JUNCTION 0.10 4.09 4961.41 0 00:41 MH B3 JUNCTION 0.14 5.42 4964.04 0 00:41 MH_B3A JUNCTION 0.15 7.76 4968.62 0 00:38 MH B4 JUNCTION 0.15 6.03 4964.91 0 00:40 MH B4A JUNCTION 0.03 4.07 4969.49 0 00:41 MH B4B JUNCTION 0.04 3.17 4969.58 0 00:41 DU B5 JUNCTION 0.14 8.58 4969.10 0 00:38 tffi B6 JUNCTION 0.14 6.14 4969.48 0 00:41 MH B7 JUNCTION 0.14 6.32 4969.90 0 00:41 MH B7A JUNCTION 0.05 1.32 4971.11 0 00:42 MH Be JUNCTION 0.15 6.44 4970.20 0 00:41 MH B9 JUNCTION JUNCTION 0.13 2.35 6.01 10.25 4971.13 0 4951.48 0 00:42 00:00' 'MHC1 MH_C2 JUNCTION 1.77 6.60 4948.68 0 00:40 MH C3 JUNCTION 0.74 10.63 4955.75 0 00:40 MH C4/B1 JUNCTION 0.97 14.19 4960.19 0 00:40 MH C5 MHC6 JUNCTION JUNCTION 0.20 0.16 5.71 5.60 4960.60 0 4961.07 0 00:40 00:40 , MH_C7 JUNCTION 0.16 6.09 4962.33 0 00:40 DU D2 JUNCTION 0.10 3.21 4963.19 0 00:41 MH D3 JUNCTION 0.10 3.36 4964.01 0 00:41 MH D4 JUNCTION 0.07 2.77 4964.68 0 00:41 MNT STRT JUNCTION 0.01 0.37 4973.37 0 00:37 0112 JUNCTION 0.00 0.00 0.00 0 00:10 0113 JUNCTION 0.00 0.00 0.00 0 00:10 0114 JUNCTION 0.00 0.00 0.00 0 00:10 JUNCTION 0.00 0.00 0.00 0 00:10 '0115 0300 JUNCTION 0.00 0.00 0.00 0 00:10 Al POUDRE OUTFALL 1.59 2.67 4952.56 0 00:41 FESB1-POUDRE OUTFALL 0.07 3.27 4957.00 0 00:40 FESC1-UDALL_POND OUTFALL 2.47 2,47 4943,50 0 00:00 ++++xxxxxxxx++++x++ Node InFlow Summary ++++++++++xxxxxrxxx ------------------------------------------------------------------------------------- Maximum Maximum Lateral Total Lateral Total Time of Max Inflow Inflow Inflow Inflow Occurrence Volume Volume Node ---- -----------------Type -----------CFS----- CFS ------------------------------------- days hr:min 10^6 gal 10^6 gal CustomInlet-River JUNCTION 3.00 3.00 0 00:40 0.029 0.029 EXINLET-B10B JUNCTION 7.20 7.20 0 00:40 0.069 0.069 EXINLET-B3A JUNCTION 11.76 11.76 0 00:40 0.115 0.115 EXINLET-B3C JUNCTION 34.23 34.23 0 00:40 0.355 0.355 EXINLET-B4B JUNCTION 12.01 12.01 0 00:40 0.115 0.115 EXINLET-B4C JUNCTION 7.98 7.98 0 00:40 0.077 0.077 EXINLET-BSB JUNCTION 9.00 9,00 0 00:40 0.016 0.016 EXINLET-B8A JUNCTION 4.75 4.75 0 00:40 0.067 0.067 EXINLET-B9B JUNCTION 2.00 2.00 0 00:40 0.019 0.019 EXMH B1 JUNCTION 44.73 157.98 0 00:38 0.431' 1.018 EXMHCI JUNCTION 35.38 35.38 0 00:40 0.478 0.478 EXSTUB-B6 'INLET-AlA JUNCTION JUNCTION 6.93 7.00. 6.93 7.00 0 00:40 0 00:40 0.067 0.067 0.067 0.067 INLET-A2A JUNCTION 3.00 3.00 0 00:40 0.029 0.029 INLET-A3A JUNCTION 4.00 4.00 0 00:40 0.038 0.038 INLET-A3B JUNCTION 17.93 17.93 0 00:40 0.181 0.181 INLET-A4A JUNCTION 1.99 1.99 0 00:40 0.019 0.019 INLET-B10A JUNCTION 16.24 16.24 - 0 00:40 0.182 0.182 INLET-B1A JUNCTION 3.00 3.00 0 00:40 0.029 0.029 INLET-B1B JUNCTION 11.13 11.13 0 00:40 0.115 0.115 INLET-B2A JUNCTION 2.00 2.00 0 00:40 0.019 0.019 INLET-B2B JUNCTION 19.84 19.84 0 00:40 0.220 0.220 INLET-B3B JUNCTION 7.99 7.99 0 00:40 0.077 0.077 INLET-B4A JUNCTION 1.00 2.45 0 00:39 0.010 0.010 INLET -BSA JUNCTION 7.65 7.65 0 00:40 0.067 0.067 INLET-B7A JUNCTION 12.78 12.78 0 00:40 0.132 0.132 INLET-B9A JUNCTION 4.00 4.00 0 00:40 0.038 0.038 INLET-C1A JUNCTION 6.00 6.00 0 00:40 0.057 0.057 INLET-C1B JUNCTION 21.86 21.86 0 00:40 0.221 0.221 INLET-C2A JUNCTION 5.00 5.00 0 00:40 0.048 0.048 ,WMM 5 Page 7 INLET-C2B JUNCTION 27.19 27.19 0 00:40 0.278 0.278 INLET-D1 JUNCTION JUNCTION 0.00 2.00 0.14 2.00 0 0 00:36 00:40 0.000 0.019 0.000 0.019 'INLET-D2A INLET-D2B JUNCTION 24.60 24.60 0 00:40 0.262 0.262 INLET-D3A JUNCTION 6.00 6.00 0 00:40 0.057 0.057 INLET-D3B JUNCTION 12.69 12.69 0 00:40 0.167 0.167 MH Al MH A2 JUNCTION JUNCTION 0.00 0.00 71.41 71.48 0 0 00:41 00:41 0.000 0.000 0.862 0.855 MH A3 JUNCTION 0.00 62.86 0 00:41 0.000 0.753 MH A4-MH_D1 JUNCTION 0.00 61.19 0 00:40 0.000 0.725 MH A5 JUNCTION 0.00 21.90 0 00:40 0.000 0.219 B10 JUNCTION 0.00 60.82 0 00:40 0.000 0.647 'MH MH_Bll JUNCTION 0.00 56.54 0 00:40 0.000 0.590 MH B12 JUNCTION 0.00 33.60 0 00:40 0.000 0.339 MH B13 JUNCTION 33.64 33.64 0 00:40 0.339 0.339 MH B2 JUNCTION 0.00 317.98 0 00:40 0.000 3.775 MHB3 JUNCTION 0.00 310.99 0 00:38 0.000 3.631 MH-B3A JUNCTION 10.00 48.84 0 00:38 0.539 0.970 MH B4 JUNCTION 0.00 291.66 0 00:38 0.000 3.391 MH B4A JUNCTION 0.00 4.71 0 00:39 0.000 0.011 MH B4B MH B5 JUNCTION JUNCTION 0.00 0.00 19.91 152.23 0 0 00:40 00:43 0.000 0.000 0.192 2.373 MH B6 JUNCTION 0.00 103.01 0 00:43 0.000 1.288 MH B7 JUNCTION 0.00 87.28 0 00:44 0.000 1.067 MH B7A JUNCTION 0.00 17.52 0 00:40 0.000 0.199 MHB8 MH_B9 JUNCTION JUNCTION 0.00 0.00 73.30 74.74 0 0 00:39 00:39 0.000 0.000 0.914 0.846 MH-Cl JUNCTION 0.00 33.57 0 00:40 0.000 1.760 MH C2 JUNCTION 0.00 33.57 0 00:40 0.000 1.756 MH C3 JUNCTION 0.00 33.57 0 00:40 0.000 1.747 MH C4/B1 JUNCTION 0.00 406.59 0 00:40 0.000 4.861 MH C5 JUNCTION 0.00 92.46 0 00:40 0.000 1.085 MH C6 JUNCTION 0.00 65.28 0 00:40 0.000 0.805 MH C7 JUNCTION 0.00 67.05 0 00:40 0.000 0.804 MH D2 JUNCTION 0.00 41.16 0 00:41 0.000 0.506 _D3 JUNCTION 0.00 42.29 0 00:40 0.000 0.506 'MH MH D4 JUNCTION 0.00 18.60 0 00:40 0.000 0.225 MY STRT JUNCTION 169.17 169.17 0 00:35 0.586 0.586 0112 JUNCTION 11.96 11.96 0 00:40 0.122 0.122 0113 JUNCTION 17.25 17.25 0 00:40 0.173 0.173 JUNCTION 33.71 33.71 0 00:40 0.336 0.336 '0114 0115 JUNCTION 27.41 27.41 0 00:40 0.269 0.269 0300 JUNCTION 21.09 21.09 0 00:40 0.211 0.211 A1_POUDRE OUTFALL 0.00 71.42 0 00:41 0.000 0.863 ' FESB1-POUDRE FESC1-UDALL_POND OUTFALL OUTFALL 0.00 0.00 369.90 33.57 0 0 00:40 00:40 0.000 0.000 3.114 1.760 rt+++++rrrtt rttt++++++ Node Surcharge Summary Surcharging occurs --------------------------------------------------------------------- when water rises above the top of the highest conduit. Max. Height Min. Depth Hours Above Crown Below Rim Node --------------------------------------------------------------------- Type Surcharged Feet Feet EXINLET-B3A JUNCTION 0.27 6.136 1.314 JUNCTION 0.07 3.569 0.271 'EXINLET-B3C EXINLET-B4B JUNCTION 0.04 0.432 0.738 EXINLET-B5B JUNCTION 0.01 0.078 0.842 EXMH C1 JUNCTION 0.30 4.474 2.676 'INLET-A3B INLET-A2A JUNCTION JUNCTION 0.10 0.22 4.199 2.951 2.241 2.029 ' INLET-B1B JUNCTION 0.05 0.388 2.192 INLET-B2B JUNCTION 0.07 0.324 1.536 INLET-B3B JUNCTION 0.18 5.762 0.018 INLET-B4A JUNCTION 0.09 2.041 3.409 INLET-C1A JUNCTION 0.12 1.464 2.036 INLET-C1B JUNCTION 0.15 3.256 0.364 INLET-C2B JUNCTION 0.12 1.226 0.914 INLET-D1 JUNCTION 0.12 0.828 4.992 JUNCTION 0.12 0.508 2.862 'INLET-D2B INLET-D3B JUNCTION 0.10 0.743 1.887 MH Al JUNCTION 0.14 0.814 3.196 MH A3 JUNCTION 0.10 3.275 3.605 MH B12 JUNCTION 0.01 0.094 5.966 JUNCTION 0.09 3.124 1.836 'MH-B3A MH B4 JUNCTION 0.13 2.031 4.189 MH B4A JUNCTION 0.09 2.069 3.761 MH B5 JUNCTION 0.11 4.577 1.293 1 WMM 5 Page 8 MH Cl JUNCTION 22.99 8.250 6.810 MH C2 MH C3 JUNCTION JUNCTION 2.12 1.93 4.604 8.634 0.086 3.966 MH C4/B1 JUNCTION 0.05 0.382 3.638 MH C5 JUNCTION 0.13 1.419 2.041 MH C6 JUNCTION 0.12 1.602 3.408 MH D2 JUNCTION 0.04 0.208 5.092 0112 JUNCTION 23.00 0.000 5.000 0113 JUNCTION 23.00 0.000 5.000 0114 JUNCTION 23.00 0.000 5.000 0115 JUNCTION 23.00 0.000 5.000 ' 0300 JUNCTION 23.00 0.000 5.000 Node Flooding Summary No nodes were flooded. +++++++++++++++++++++++ Outfa11 Loading Summary +++++++++++++++++++++++ Flow Avg. Max. Total Freq Flow Flow Volume Outfall Node ----------------------------------------------------------- Pcnt. CFS CFS 10^6 gal POUDRE 79.15 1.82 71.42 0.863 'Al FESBI-POUDRE 7.96 66.39 369.90 3.114 FESC1-UDALL POND ----------------------------------------------------------- 99.73 2.88 33.57 1.760 System 62.28 71.09 470.97 5.737 Link Flow Summary, ++++++++++++++++++++ ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ IFlowl Occurrence Velocity Full Full Link ----------------Type--------- -- Al CONDUIT CFS --------------------------------------- 71.42 days 0 hr:min 00:41 ft/sec 10.33 Flow 2.54 Depth 0.95 A2 CONDUIT 71.41 0 00:41 10.10 3.93 1.00 A3 CONDUIT 62.87 0 00:41 8.89 0.69 1.00 CONDUIT 60.40 0 00:41 11.58 0.66 0.90 'A4 A5 CONDUIT 21.80 0 00:40 8.92 0.80 0.81 Bl CONDUIT 369.90 0 00:40 17.47 0.98 0.90 B2 CONDUIT 314.46 0 00:40 12.54 0.68 1.00 B3 CONDUIT 304.24 0 00:40 11.28 1.33 1.00 B4 CONDUIT 291.63 0 00:38 10.42 1.31 1.00 B5 CONDUIT 152.26 0 00:43 6.84 0.83 1.00 B6 CONDUIT 109.68 0 00:43 8.76 1.00 1.00 B7 CONDUIT 89.06 0 00:44 7.17 1.04 1.00 BB CONDUIT 78.83 0 00:94 6.27 1.10 1.00 B9 CONDUIT 69.70 0 00:44 5.81 0.80 1.00 B10 CONDUIT 57.66 0 00:39 7.37 0.65 1.00 Bll CONDUIT 54.87 0 00:40 6.43 0.61 1.00 B12 CONDUIT 33.29 0 00:40 5.96 0.56 1.00 B13 Cl CONDUIT CONDUIT 33.60 33.57 0 0 00:40 00:40 7.22 10.69 0.40 1.93 0.94 1.00 C2 CONDUIT 33.57 0 00:40 10.69 1.89 1.00 C3 CONDUIT 33.57 0 00:40 10.69 1.46 1.00 C4 CONDUIT 33.57 0 00:40 10.68 1.90 1.00 CONDUIT 92.40 0 00:40 7.35 1.15 1.00 'C5 C6 CONDUIT 65.24 0 00:40 5.29 0.83 1.00 C7 CONDUIT, 65.28 0 00:40 6.78 1.22 1.00 D2 CONDUIT 41.16 0 00:41 6.87 0.85 0.90 D3 CONDUIT 41.16 0 00:41 6.97 0.99 1.00 D4 CONDUIT 17.40 0 00:41 3.63 0.68 1.00 EXLAT-B3C CONDUIT 35.26 0 00:38 11.75 0.59 1.00 EXLAT-B4B CONDUIT 12.01 0 00:40 9.78 1.24 1.00 EXLAT-B4C CONDUIT 7.94 0 00:40 8.71 0.53 0.70 LAT-AlA CONDUIT 6,92 0 00:40 6.54 1,58 0.71 CONDUIT 4.82 0 00:39 5.11 0.28 1.00 'LAT-A2A LAT-A3A CONDUIT 3.99 0 00:40 5.92 0.23 0.41 LAT-A3B CONDUIT 17.93 0 00:40 10.15 1.77 1.00 LAT-A4A CONDUIT 1.92 0 00:40 2.95 1.05 0.77 IWMM 5 Page 9 LAT-B1A CONDUIT 2.98 0 00:40 3.64 0.35 0.54 LAT-B1B CONDUIT 11.13 0 00:40 7.53 0.60 0.78 CONDUIT 1.98 0 00:40 3.69 0.21 0.34 'LAT-B2A LAT-B2B CONDUIT 19.85 0 00:40 7.25 0.72 0.81 LAT-B3A CONDUIT 12.18 0 00:38 3.88 1.09 1.00 LAT-B3B CONDUIT 9.02 0 00:38 1.84 0.42 1.00 'LAT-B4A LAT-B3C CONDUIT CONDUIT 50.23 2.32 0 0 00:38 00:39 7.40 1.74 0.98 0.26 1.00 1.00 LAT-B4B CONDUIT 4.71 0 00:39 1.91 0.38 1.00 LAT-B4C CONDUIT 19.72 0 00:39 10.18 0.34 1.00 LAT-B5A CONDUIT 7.61 0 00:40 5.95 0.60 0.68 LAT-B5B CONDUIT 9.00 0 00:40 5.93 0.68 0.80 LAT-B6A CONDUIT 6.91 0 00:40 6.49 0.74 0.72 LAT-B7A CONDUIT 12.77 0 00:40 6.35 0.36 0.63 LAT-B7C CONDUIT 17.50 0 00:40 7.41 0.17 0.48 LAT-B8A CONDUIT 4.85 0 00:42 5.89 0.23 0.60 CONDUIT 3.98 0 00:40 6.06 0.24 0.53 'LAT-B9A LAT-B9B CONDUIT 1.99 0 00:40 4.97 0.13 0.50 LAT-B10A CONDUIT 16.19 0 00:40 7.20 0.52 0.67 LAT-B10B CONDUIT 7.15 0 00:40 6.58 0.48 0.59 LAT-BilA CONDUIT 158.82 0 00:37 12.64 1.63 1.00 CONDUIT 6.00 0 00:40 3.85 0.92 1.00 'LAT-C1A LAT-C1B CONDUIT 21.85 0 00:40 12.37 1.47 1.00 LAT-C2A CONDUIT 5.04 0 00:39 5.80 0.36 0.84 LAT-C2B CONDUIT 27.16 0 00:40 9.35 0.85 0.95 LAT-C3A CONDUIT CONDUIT 35.36 1.97 0 0 00:40 00:40 11.26 3.04 4.69 0.28 1.00 0.39 'LAT-D2A LAT-D2B CONDUIT 24.60 0 00:40 13.92 1.69 1.00 LAT-D3A CONDUIT 5.95 0 00:40 4.09 0.80 0.77 LAT-D3B CONDUIT 12.68 0 00:40 7.88 0.85 0.86 MNT STRT 126IP CONDUIT CONDUIT 121.76 2.99 0 0 00:37 00:40 2.95 10.13 0.56 0.34 0.70 0.40 LAT-DI CONDUIT 0.16 0 00:45 0.34 0.00 1.00 Flow Classification Summary +++++++++++++++++++++++++++ Adjusted --- Fraction of Time in Flow Class ---- Avg. Avg. /Actual Up Down Sub Sup Up Down Froude Flow Conduit ----------------------------------------------------------------------------------------- Length Dry Dry Dry Crit Crit Crit Crit Number Change A1 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.04 0.0001 A2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.03 0.0001 A3 1.00 0.00 0.61 0.00 0.39 0.00 0.00 0.00 0.06 0.0000 A4 1.00 0.00 0.00 0.00 0.00 0.01 0.00 0.99 0.63 0.0000 AS 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.42 0.0000 B1 B2 1.00 1.00 0.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.03 0.00 0.00 0.00 0.97 0.15 1.06 0.0000 0.0000 B3 1.00 0.00 0.00 0.00 0.87 0.13 0.00 0.00 0.60 0.0000 B4 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.43 0.0000 BS 1.00 0.00 0.23 0.00 0.77 0.00 0.00 0.00 0.24 0.0000 1.00 0.23 0.23 0.00 0.34 0.20 0.00 0.00 0.46 0.0000 'B6 B7 1.00 0.00 0.01 0.00 0.99 0.00 0.00 0.00 0.30 0.0000 B8 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.26 0.0000 B9 1.00 0.01 0.46 0.00 0.53 0.00 0.00 0.00 0.27 0.0000 B10 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.51 0.0000 all 1.00 0.01 0.46 0.00 0.42 0.10 0.00 0.00 0.35 0.0000 B12 1.00 0.47 0.23 0.00 0.23 0.07 0.00 0.00 0.21 0.0000 B13 1.00 0.70 0.00 0.00 0.14 0.16 0.00 0.00 0.33 0.0000 Cl 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.0001 C2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.0001 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.03 0.0000 'C3 C4 1.00 0.00 0.00 0.00 0.79 0.21 0.00 0.00 0.78 0.0001 C5 1.00 0.00 0.00 0.00 0.08 0.00 0.00 0.92 0.60 0.0000 C6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.37 0.0000 'C7 D2 1.00 1.00 0.00 0.00 0.00 0.63 0.00 0.00 1.00 0.26 0.00 0.12 0.00 0.00 0.00 0.00 0.49 0.29 0.0000 0.0000 D3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.24 0.0000 D4 1.00 0.00 0.73 0.00 0.27 0.00 0.00 0.00 0.11 0.0000 EXLAT-B3C 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.99 0.64 0.0000 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.22 0.0000 'EXLAT-B4B EXLAT-B4C 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.38 0.0000 LAT-AlA 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.18 0.0000 LAT-A2A 1.00 0.01 0.00 0.00 0.01 0.00 0.00 0.98 0.16 0.0000 LAT-A3A 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.20 0.0000 LAT-A3B 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.33 0.0000 LAT-MA 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.11 0.0000 LAT-B1A 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.11 0.0000 LAT-BIB 1.58 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.60 0.0000 ,WMM 5 Page 10 LAT-B2A 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.12 0.0000 LAT-B2B LAT-B3A 1.20 0.01 1.00 0.23 0.00 0.54 0.00 0.00 0.00 0.23 0.00 0.00 0.00 0.00 0.99 0.00 0.68 0.05 0.0000 0.0000 LAT-B3B 1.00 0.63 0.21 0.00 0.16 0.00 0.00 0.00 0.01 0.0000 LAT-B3C 1.00 0.23 0.40 0.00 0.19 0.17 0.00 0.00 0.39 0.0000 LAT-B4A 1.00 0.01 0.86 0.00 0.14 0.00 0.00 0.00 0.05 0.0000 LAT-B4B 1.00 0.01 0.00 0.00 0.01 0.00 0.00 0.98 0.09 0.0000 LAT-B4C 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.28 0.0000 LAT-B5A 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.16 0.0000 LAT-B5B 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.19 0.0000 LAT-B6A 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.27 0.0000 LAT-B7A 1.00 0.01 0.00 0.00 0.83 0.17 0.00 0.00 0.38 0.0000 LAT-B7C 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.43 0.0000 LAT-B8A 1.00 0.01 0.72 0.00 0.16 0.11 0.00 0.00 0.29 0.0000 LAT-B9A 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.21 0.0000 LAT-B93 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.19 0.0000 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.79 0.0000 'LAT-B10A LAT-B10B 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.23 0.0000 LAT-BllA 1.00 0.00 0.01 0.00 0.87 0.12 0.00 0.00 0.62 0.0000 LAT-C1A 1.00 0.01 0.00 0.00 0.01 0.00 0.00 0.98 0.11 0.0000 LAT-C1B 1.00 0.01 1.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.98 0.99 0.49 0.18 0.0000 0.0000 'LAT-C2A LAT-C2B 1.52 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.49 0.0000 LAT-C3A 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.43 0.0001 LAT-D2A 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.12 0.0000 LAT-D2B LAT-D3A 1.09 0.01 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.99 0.99 0.60 0.11 0.0000 0.0000 LAT-D3B 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.38 0.0000 MT STRT 1.00 0.02 0.00 0.00 0.00 0.00 0.00 0.98 0.34 0.0000 12DIP 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.31 0.0000 ' LAT-D1 1.56 0.63 0.28 0.00 0.09 0.00 0.00 0.00 0.00 0.0000 xxxxx++++++++xxxxxxxx++++ Conduit Surcharge Summary ---------------------------------------------------------------------------- Hours Hours --------- Hours Full Above Full Capacity Y Conduit -------------------------------- Both Ends Upstream Dnstream Normal Flow Limited A1 ---------- 0.01 ---------- 0.01 ---------- 0.01 -------------- 0.30 0.01 A2 0.14 0.14 0.14 0.45 0.14 'B2 A3 0.10 0.02 0.10 0.02 0.10 0.02 0.01 0.01 0.01 0.01 B3 0.02 0.02 0.02 0.15 0.02 B4 0.10 0.10 0.10 0.15 0.10 B5 0.10 0.10 0.10 0.01 0.09 B6 0.10 0.10 0.10 0.01 0.05 B7 0.10 0.10 0.10 0.05 0.09 B8 0.10 0.10 0.10 0.06 0.09 B9 0.09 0.09 0.09 0.01 0.01 B10 0.07 0.07 0.07 0.01 0.07 Bll 0.03 0.03 0.03 0.01 0.01 B12 0.01 0.01 0.01 0.01 0.01 Cl 22.99 22.99 22.99 1.98 2.04 C2 2.12 2.12 2.12 1.97 2.02 C3 1.93 1.93 1.93 1.87 1.88 1.93 1.93 1.93 1.96 1.93 'C4 C5 0.15 0.15 0.15 0.06 0.15 C6 0.12 0.12 0.12 0.01 0.01 C7 0.15 0.15 0.15 0.09 0.11 D3 D4 0.04 0.03 0.04 0.03 0.04 0.03 0.01 0.01 0.04 0.01 EXLAT-33C 0.07 0.07 0.07 0.01 0.01 EXLAT-B4B 0.03 0.03 0.04 0.06 0.03 LAT-A2A 0.10 0.10 0.10 0.01 0.01 LAT-A3B 0.02 0.02 0.02 0.15 0.02 LAT-MA 0.01 0.01 0.01 0.03 0.01 LAT-B3A 0.27 0.27 0.27 0.02 0.01 LAT-B3B 0.18 0.18 0.18 0.01 0.01 LAT-B3C 0.16 0.16 0.16 0.01 0.01 0.09 0.09 0.09 0.01 0.01 'LAT-B4A LAT-B4B 0.09 0.09 0.09 0.01 0.01 LAT-B4C 0.05 0.05 0.05 0.01 0.01 LAT-BllA 0.13 0.13 0.13 0.14 0.10 LAT-C1A 0.12 0.12 0.12 0.01 0.06 LAT-C1B 0.13 0.13 0.13 0.11 0.13 LAT-C3A 0.29 0.29 0.29 0.62 0.29 LAT-D2B 0.11 0.11 0.11 0.15 0.11 LAT-DI 0.12 0.12 0.12 0.01 0.01 ,WMM 5 Page 11 'Analysis begun on: Wed Dec 14 14:48:08 2016 Analysis ended on: Wed Dec 14 14:48:15 2016 Total elapsed time: 00:00:07 1 1 i� LI ,WMM 5 Page 12 DOWNTOWN RIATT ACH M ENTVER TRICT PLAN PT5 I I I I i I J [1 i I I NorthernEnaineerina.com // 970.221.4158 1 1 1 1 1 1 1 1 E -16 W-- /A U U U ¢ 4990 ¢ ¢ ¢ N � food 4985 I U< S U< N�� } n Y Y Y r m�:zzzo ��y12 N¢Lz 2 Z Z 4980 �3W < < < W< W f°m X<N NL N W J U N 0 q¢Ww Xl LN --- - WG¢z wf 4975 + _ — — ---- in i¢ N 4970 Lu J 42' RCP 42' RCP = e3 LF 0.791%, 4965 4960 4955 1 4950 32+00 -10"t 251 JEFFER: FUTURE STORM LINE 80% FOR CONSTRUCTION w w U Qum 1-W m;,Y 4990 NNf Y f N f •- f W 0ui mmn YIbP1O m^0$ N ,(immf iOf omf +Nffr^ff� D7Nfzz8 4985 S VI¢222 b N KS F 3>>> W w SV¢zzz < < a u ! 4980 < N 3 3 < Uw m'm° R W 8 EXISTING = '~^ Nf yp GROUND w W W w m O - _ w= w - -__-_. _.------------ _ c + 4975 --- --------- --- -- - ---- - -- - - -L _� _ N cn 0 w 4970 r�� 1 --M F ` VICINITY MAP PROPOSEDLEGEND STORM LINE STORM MANHOLE ® 0 STORM INLETS — SAN $ SANITARY SEWER LINE W/MANHOLE —S—S— SANITARY SERVICE —W12— WATER LINE /L FIRE HYDRANT N WATER VALVE I. THRUST BLOCK ® WATER METER — wS — WATER SERVICE —F—F— FIRE SERVICE RIGHT-OF-WAY LINE — — — — EASEMENT LINE —4970— CONTOURS AND CONTROL POINT SOIL BORING FLOODWAY / 100 YR FLOODPLAIN /ZONE X FOR EXISTING LEGEND, SEE SHEET C-D02 NOTES 1. ALL PROPOSED RCP TO BE CLASS M UNLESS OTHERWISE NOTED. 2. PIPE LENGTHS ARE MEASURED FROM (j OF BEND TO FE OF BEND OR FROM CE OF MANHOLE TO FE OF MANHOLE. 3. RIM ELEVATIONS ARE TO CENTER OF THE STRUCTURE. 4. EXISTING DRY UTILITIES TO BE RELOCATED BY OTHERS. 48' RCP 366 LF i 0.35X < — 4965 I 4960 0 15 s0 e0 _ 4955 MORIz 0 2.5 5 10 VERT. SCALE IN FEET 4950 Know wNays below. Call before you dig. 31+00 30+00 29+00 28+00 & W J_ LL O OU-) Q + a cn Mo VAM U U) F- Z In J E5 J O W Ir Q Z LL LL O Z 1-- OU c ¢¢ _ � m m \ ° � o n o o a o PROJECT NO. 32-095OZ DRAWING N0. C-207 A F L STA IG+00 - STA 16+65 I I STORM B �J MH R4 F1n': 10' 1 I I STORM LINE B \� SEE SHEET C-205 1 L ►� I I FUTURE LATERAL 1311 4990 4985 m G W 4980 4975 4970 . 4965 II Inl ICI 4960 4955 4050 U a"S 1 �rir �p Ln ~Y W W 1 ♦ O �anpf f f F �°npi V � r s»> > xzzz X 2»0> gzzz EXISTING GROUND 48' RCP 61 IF 0.23X 10+00 7- \ a srA 35+58 CELLULAR d CT N 216 PINE MH 813 (72' DIA) y 1_ E 191786.53 4565.92 200 PIN LATERAL 810 \�e N. 1261 SEE SHEET C-211 A C E —� STA O MH 811 (60- DIA -------SD.50 N 195021.22 4 11J E 185021.22 1 \ I,A] wS GAS GAS 61s•»---1s.» ws- 4'C N� ws c T T T '+ I'll) I I \ A - 15—> 34+00 SA'r 33+00 1 Ha--l&lY j3/ 134 LF 36" RCP .165 LF 42 RCP - ro-t -T PINE STREET Z I IL �J E E _ � IE�. --E�u �O E_ STA 34+21 MH 012 (60' DIA) Y E FM E E N 131797.99 w v rr W �E 194932.24 a • C; y H >- Y - - -- � - — E E F7 3 3—�rv,`�_- _— ^3 LA CKI FUTURE STORM LINE 80% FOR CONSTRUCTION oo :Rv�v��Oe VhM1U y�MO ♦OiO� PYYr� M1 O1O OpF.hp PgPPP~ Pia+ �YVV f Y Y r Y t n rJ KVK l > > > > U' < ! > > F = Z p�22Z r.zz < 21_2 _2 2 __ 4� - W 8 --- --- - -- -- --� EXISTING GROUND LV O cl) Q 36' RCP N 87 lF 0.797E =M36'1134 LF 0.79X 42' RCP 111 185 LF 0.79% Z J S 1 U r c < F- �Y �O %> ofn < N > 36+00 35+00 34+00 33+00 4990 4985 4980 4975 4970 4965 V x VICINITY MAP PROPOSEDLEGEND STORM LINE STORM MANHOLE ® O STORM INLETS BAN --9-- SANITARY SEWER LINE W/MANHOLE -S-8- SANITARY SERVICE WATER UNE !•: FIRE HYDRANT ►4 WATER VALVE ► THRUST BLOCK ® WATER METER -WS - WATER SERVICE -F-F- FIRE SERVICE RIGHT-OF-WAY UNE - - - - EASEMENT UNE -4970- CONTOURS AND CONTROL POINT SOIL BORING 100 1R ROODPLAw / ZONE X FOR EXISTING LEGEND, SEE SHEET C-002 NOTES 1. ALL PROPOSED RCP TO BE CUSS M UNLESS OTHERWISE NOTED. 2. PIPE LENGTHS ARE MEASURED FROM CE OF BEND TO f OF BEND OR FROM E OF MANHOLE TO % OF MANHOLE. 3. RIM ELEVATIONS ARE TO CENTER OF THE STRUCTURE. 4. EXISTING DRY UnUTIES TO BE RELOCATED BY OTHERS. 4960 Zo 15 30 60 � 4955 2 5 5 10 � SCALE IN FEET 4950 Know whars below, • Call betas you dig. JEFFERROLI STREET \ 1 WwvBCT (100'POBLIC ROW) a p , 1 0 LID SUMMARY: p MUOT«InWm PTMm ,,,,.n) NEW a TIHW T111timenr MXIRW EDIT WxMum MY, n beT IO.w SWEAR 0 Nnnrv„n tlus,Wr.. Y"ftnrW v,l... SAW iglinneeMYx RAW d TneW EIAMUI4 RUNOFF TABLE: DEVELOPED RUNOFF 9UMWRY NONE, ERREME SERN . ce,,,vgn m me - w' WJ IRS %Hm++. OW IW IW IW +ea+v T a on o o.D wT ua ra[ST'�RR: I FTIBFIIq BIgtll Wl£1 � J_\ Ri EvmeonowW ® NORTH m M Fadm I I,o-1aTIN i LEGEND: FnoroEEo sr-ET —91 EXISTINGCONFOUR —__y P_...—..._ g ws PROPERTYBOUIRMY — — a wgcE Fwvx wEL � aw m MIL nra zNi orwxAGE ensxmuvoMv � � � � • ppyo UCF FRaros[omMExcTNW `J 0.�� NOTES: +. UMINM REPoIFMMe GVWgeMnOW 1, MY Gov ADOMONAL WOwumx. BENCHMARK PROJECTMTUMMAIMS Z & w Om OFFORT DOWNS BERCHINARK,.+, = W EWT1M£STGOPNEPGFCOUEGEPaE. NL WREMACGICPETElRA4C WiWI e E IV { vYRni C"OFfIXrt COLLINSBENCFMN fW G�EETOPOFME ATTREGI MLEWERTTEKFTIWESTC EROF CDCi E O RSON ST. z ELEV • 0I0 W KEMENOTE TR UWXC XAvoeeFMAVBRTILel MTM. Z W 9MUP �NONGTNEBEST DEVELOINTS MVE USED NGVDW UNIDNEO FOR MW YERIL THEIR s NGNVo UNMUSTFD BE o NGVM UNUDATUM IS REOUIRED FOR MY FILMOSE. THE FO."NG E 0 CMGUSTED. NAVOee. RITB WI OMUSOI�F BEARINGS IS ME WEST ONE Of SSRIM Tz. Tg NEWIF I NORTH. RnNCL � ev wEST NGMd:r�E. tl A� ri �m a II - FOR DRAINAGE REVIEW ONLY m NOT FOR CONSTRUCTION W = Q W WEURRY XBrRCryy1 DEN{FA6 X W i w w z WWxwurebebw. S Cal�eeaW��. H Q of 0 City of Fort Collins, Colorado UTILITY PLAN APPROVAL MPROWD, tlt) TrElaeer 0.tF CHECKED BH. I'u, ! IMeeelee VUY{) u CHECKED Or T�.e�00G( 0.Y EHEIXm BY `ShBBI CHECKED BY: °" CHEWED BY C700 �Xm°mm1SP� W4 Of 15 Sheets