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HomeMy WebLinkAboutDrainage Reports - 04/05/1995 (2)PROPERTY OF FORT COLLINS vTntTZEs ��iiii �1 ADDENDUM TO THE FINAL DRAINAGE REPORT FOR THE WINDTRAIL P.U.D., TOWNHOMES SITE Water Resources and Environmental Consultants ADDENDUM TO THE FINAL DRAINAGE REPORT FOR THE P.U.D., TOWNHOMES SITE PREPARED FOR: City of Fort Collins Stormwater Utility 235 Mathews Fort Collins, CO 80524 PREPARED BY: Lidstone & Anderson, Inc. 736 Whalers Way, F-200 Fort Collins, CO 80525 (LA Project No. COTST18.8) March 1, 1995 LIDSTONE & ANDERSON, INC. Water Resources and Environmental Consultants 736 Whalers Way, Suite F-200 Fort Collins, Colorado 80525 (303) 226-0120 March 1, 1995 Mr. Glen Schlueter City of Fort Collins Stormwater Utility 235 Mathews Fort Collins, CO 80524 Re: Addendum to the Outfall Swale for the Windtrail P.U.D. ' (LA Project No. COTST18.8) Dear Glen: Pursuant to a request by CSURF, the landowner to the south of the Windtrail Townhomes site, Lidstone & Anderson, Inc. (LA) has designed a realignment scheme for the swale system located ' east of the townhomes. The alignment has been dictated by CSURF to accommodate what they perceive to be the most likely future land development pattern in the area. However, this ' potential land development plan has not been made available at this time. In addition to the swale realignment, CSURF has requested that the downstream reach of the swale (that which is located at the east end of the Windtrail on Spring Creek single family homes site) be oversized ' to accommodate potential increase in runoff from the undeveloped area to south. This swale oversizing has also been completed as a part of this addendum. ' The purpose of this letter report is to document the revised swale design in support of this addendum to the report "Final Drainage Report for the Windtrail P.U.D., Townhomes Site" [LA, 1994]. The following paragraphs summarize the analysis and design procedures utilized ' to modified the proposed Swale alignment and configuration. SWALE REALIGNMENT As requested by CSURF, the proposed swale realignment is presented on Sheet 1 (enclosed). ' In order to accommodate the large off -site flows which are carried by Hill Pond Road, the swale would bifurcate near its upstream end to meet with the end of the road, as well as with the outlet for the proposed lower detention pond associated with the Windtrail Park development. This ' lower detention pond, shown on Sheet 1, represents a change to the Windtrail Park drainage plan documented in "Final Drainage Report for the Windtrail Park P.U.D." [LA, 19941. The revisions to that drainage plan are currently being completed by LA; it is anticipated that the trevised report will be submitted early in March 1995. Branch Office: Box 27, Savery, Wyoming 82332 ' Mr. Glen Schlueter Page Two March 1, 1995 ' Hydrologic Analysis The swale realignment shown on the sheet resulted in modifications to the boundaries for ' Subbasins E, F, G onsequently, the hydrologic calculations (by the Rational Method) were changed reflectlhl a revised subbasin areas. The revised calculations are included in Appendix A. These ges, as well as the repositioning of concentration points along the swale ' system, resulted in changes to the discharge profile for the Swale. The new discharge profile is summarized in Table 1. ' Hydraulic Analysis and Design ' In addition to the plan changes for the swale, the new alignment necessitated revisions to the slope of the swale. As currently designed, the main swale from DP #8 to DP #3a would have a slope of 0.3 percent. The short reach from DP #3 to DP #3b (to Hill Pond Road) would have ' a slope of 0.8 percent. The design slope for the minor swale defined by Section C2-C2, downstream of the proposed trail crossing, is 0.53 percent. .The swales defined by Sections Cl- Cl, F-F and G-G were not changed as part of this addendum. The swale information provided on Sheet 1 for these sections were taken from the approved Townhomes drainage report [LA, 1994] . ' The swale cross sections were designed using normal depth analyses and the HEC-2 water surface profile computer model. Sections A -A and C2-C2 were designed assuming normal ' depth; the major Swale from DP #8 to DP #3b was ultimately designed based on results of the HEC-2 model included in Appendix B. The cross sections used in this model include the oversized swale for Sections El -El and E2-E2; swale oversizing considerations are discussed ' in a later section of this report. Cross section geometry for the swale is summarized in the table included on Sheet 1. In general, the bottom width varies from 5 to 50 feet along the major swale, while the side slopes are exclusively 4H:1V, except along the east end of the single- family homes site where physical constraints necessitated the use of 3H:1V side slopes. A variance is res ectfull' requested to permit these 3H:1V slopes, which are steeper than the 411:1V slopes recommende y cri eria. ' The HEC-2 analysis was conducted using starting water surface elevations taken from the HY-8 analysis of the Spring Creek Trail culvert, which was included in the approved drainage report. A summary of the HEC-2 results is provided in Table 2. The results indicate that the hydraulic conditions in, the swale would be similar to those presented in the approved Townhomes drainage report. Except for Sections El -El and E2-E2, the minimum channel depth specified in the table on Sheet 1 is the maximum flow depth within the specified reach associated with 1.33 times the 100-year discharge for that reach. The design depths for Sections El -El and E2-E2 are discussed in the following section. ' Mr. Glen Schlueter Page Three March 1, 1995 SWALE OVERSIZING Back rg ound The swale shown on Sheet 2 of the Windtrail Townhomes drainage report [LA, 1994], and repeated on Sheet 2 of the Windtrail on Spring Creek drainage report [LA, 1994], was designed ' to convey the 100-year developed condition runoff from both the townhomes and single-family sites as well as the 100-year historical runoff from all other areas tributary to the swale. It was previously assumed that detention would be provided in conjunction with future development in ' the area to reduce 100-year developed condition flows to 100-year historical levels. CSURF has requested that the downstream reach of the swale, from the southeast to northeast corner of the Windtrail single-family homes site, be oversized to minimize potential detention requirements. Hydrology CSURF's engineer, Mr. Patrick Mulhern of.Mulhern MRE, Inc., has provided design discharges ' which he believes will allow developed condition runoff from CSURF's property to be released undetained to this reach of the swale. A copy of Mr. Mulhern's letter dated December 1, 1994 is included in Appendix C of this report. It is noted that inclusion of Mr. Mulhern's letter in ' this report does not imply concurrence with his discharges or conclusions. Attempting to estimate the required channel design discharge in order to allow undetained runoff associated with developed conditions from a site which has not yet been designed is difficult at best. However, CSURF (through Mr. Mulhern) has indicated that the discharges cited in his letter would be acceptable for designing the swale. ' To summarize the information in.Mr. Mulhern's letter, the 100-year discharge from the Spring Creek Trail to the east end of Gilgalad Way would be 216 cfs. The 100-year discharge from Gilgalad Way to the southeast corner of the single-family site would be 188 cfs. In order to ' meet City of Fort Collins' freeboard requirements, the swale was designed to convey an additional one-third of these values or 288 and 250 cfs, respectively. ' Hydraulic Analysis and Design ' The swale grading plan was modified for the reach from DP #8 to DP #5 in order to maximize the channel cross section. The lot layout near the east end of Gilgalad Way, as well as Gilgalad Way itself, were modified in order to accommodate the swale. In addition, the grading plan ' now includes construction of a berm along the west side of the Spring Creek Trail in order to form the east bank of the swale along this reach. A typical cross section of this reach is given Mr. Glen Schlueter Page Four March 1, 1995 in schematic form in Figure 1; a summary of swale design parameters are provided in the table on Sheet 1. Based on the Mulhem discharge at DP #8, an HY-8 analysis was conducted for the previously - designed double box culvert; the results of this analysis are included in Appendix D. It was determined that the previous culvert design will accommodate the increased discharge without modifying the culvert. Results of the HY-8 analysis were used to define the starting water surface elevation for the HEC-2 analysis of the Swale. The revised discharge profile (for oversizing) given in Table 1, which includes Mulhern's discharges in the lower reach and the discharges cited in the previous section for the upper reaches, was incorporated into the HEC-2 model for the proposed swale. Complete HEC-2 output for the modeling of this condition are included in Appendix E; the results are summarized.in Table 3.. The minimum channel.depth for Sections E1;El and E2-E2 specified in the table.on Sheet tis the maximum. flow depth within the specified reach associated with 1.33 times the _100-year discharge for the reach. If you have any comments or questions concerning this study or the information provided herein, please do not hesitate to contact us. Sincerely, LIDSTON ANDERSON, INC. Gre ry och, P.E. Senior Engineer ' GJK/tlt Attachments Table 1. Discharge Profiles for Windtrail Swale. ' Discharges for reach from 0+00 to 3+75 taken from Mulhern documentation (Appendix G�. Table 2. Summary of Results for Hydraulic Analysis of the Realigned Swale. Cross Section Station ft ( )< .. Elevation (ft;msT) left Bank Elevation (ft,: msl) Right Bank Elevation (ft, msl) 100-Yr Discharge (c ) . er- urze Elevation (ft; msi) I.33x100-Yr Discharge (cfs). Water Surface Elevation (ft, ms1) 1 0 4996.00 4999.00 4999.00 140 4997.50 186 4997.82 25 25 4996.08 4999.08 4999.08 140 4997.58 186 4997.89 50 50 4996.15 4999.15 4999.15 140 4997.66 186 4997.96 75 75 4996.23 4999.23 4999.23 140 4997.73 186 4998.04 100 100 4996.30 4999.30 4999.30 140 4997.81 186 4998.11 125 125 4996.38 4999.38 4999.38 140 4997.89 186 4998.18 150 150 4996.45 4999.45 4999.45 140 4997.96 186 4998.26 175 175 4996.53 4999.53 4999.53 140 4998.04 186 1 4998.33 200 200 4996.60 4999.60 4999.60 109 4998.12 144 4998.41 225 225 4996.68 4999.68 4999.68 109 4998.17 144 4998.46 250 250 4996.75 4999.75 4999.75 109 4998.21 144 4998.50 275 275 4996.83 4999.83 4999.83 109 4998.27 144 4998.55 300 300 4996.91 4999.91 4999.91 109 4998.34 144 4998.62 325 325 4996.98 4999.98 4999.98 109 4998.41 144 4998.68 350 350 4997.06 5000.06 5000.06 109 4998.48 144 4998.75 375 375 4997.13 4999.63 4999.63 109 4998.55 144 4998.81 400 400 4997.21 4999.71 4999.71 109 4998.69 144 4998.95 425 425 4997.28 4999.78 4999.78 109 4998.81 144 4999.08 450 450 4997.36 1 4999.96 4999.86 109 4998.92 144 4999.18 475 475 4997.43 4999.93 4999.93 109 4999.02 144 4999.29 500 500 4997.51 5000.01 5000.01 109 4999.12 144 4999.39 525 525 4997.58 5000.08 5000.08 109 4999.21 144 4999.48 550 550 4997.66 5000.16 1 5000.16 109 4999.30 144 4999.57 575 575 4997.73 5000.23 5000.23 109 4999.39 144 4999.66 600 600 4997.81 5000.31 5000.31 109 4999.47 144 4999.75 625 625 1 4997.88 5000.38 5000.38 109 4999.56 144 4999.83 650 650 4997.96 5000.46 5000.46 109 4999.64 144 4999.91 675 675 4998.03 5000.53 1 5000.53 109 1 4999.72 144 5000.00 700 700 4998.11 5000.61 1 5000.61 109 1 4999.80 144 5000.08 Table 2. Summary of Results for Hydraulic Analysis of the Realigned Swale. (Continued) Cross Section Station (ft). Bed Elevation MM31) Left Bank Elevation (ft,.msl) Right Bank Elevation (ft, msl) 100-Yr Discharge (cf8) water Surface Elevation (ft, DISO 1.33a100-Yr Discharge (cfs) War Surface Elevation :. (ft, MSI) 725 725 4998.18 5000.68 5000.68 109 4999.88 144 5000.16 750 750 4998.25 5000.75 5000.75 84 4999.96 112 5000.24 775 775 4998.33 5000.83 5000.83 84 5000.02 112 5000.31 800 800 4998.40 5000.90 1 5000.90 84 1 5000.08 112 1 5000.37 825 825 4998.48 5000.98 5000.98 84 5000.15 112 5000.44 850 850 4998.55 5001.05 5001.05 84 5000.22 112 5000.51 875 875 4998.63 5001.13 5001.13 84 5000.29 112 5000.58 900 900 4998.70 5001.20 5001.20 84 5000.36 112 5000.65 925 925 4998.78 5001.28 5001.28 84 5000.43 112 5000.71 950 950 4998.85 5001.35 5001.35 84 5000.50 112 5000.79 975 975 4998.93 5001.43 5001.43 84 5000.57 112 5000.86 1000 1000 4999.00 5001.50 5001.50 84 5000.64 112 5000.93 1025 1025 4999.08 5001.58 5001.58 84 5000.71 112 5001.00 1050 1050 4999.15 5001.65 5001.65 84 5000.79 112 5001.07 1075 1075 4999.23 5001.73 5001.73 84 5000.86 112 5001.15 1100 1100 4999.30 5001.80 5001.80 84 5000.93 112 5001.22 1125 1125 4999.38 5001.88 5001.88 84 5001.01 112 5001.29 1150 1150 4999.45 5001.95 5001.95 84 5001.08 112 5001.37 1175 1175 4999.53 5002.03 5002.03 84 5001.16 112 5001.44 1200 1200 4999.60 5002.10 5002.10 84 5001.23 112 5001.52 1225 1225 4999.68 5002.18 5002.18 84 5001.30 112 5001.59 1234 1234 4999.70 5002.20 5002.20 83 5001.33 110 5001.61 1250 1250 4999.83 5002.33 5002.33 83 5001.40 110 5001.68 1275 1275 5000.03 5002.53 5002.53 83 5001.53 110 5001.80 1300 1300 5000.23 5002.73 5002.73 83 5001.68 Ito 5001.95 1325 1325 5000.43 5002.93 5002.93 83 5001.85 110 5002.11 1350 1350 5000.63 5003.13 5003.13 83 5002.03 110 5002.28 1375 1375 5000.83 5003.33 5003.33 83 5002.22 110 5002.46 1404 1404 5001.06 5003.56 5003.56 83 5002.44 110 5002.69 L Table 3. Summary of Results for Hydraulic Analysis of the Oversized Swale. Station.. .(ft) Bad Elevation. (ft;� . EE Right Bank Elevation (ft. 100 Yr Discharge W IIevainonElevation (ft, insl) 1.33z100-YrWCross DischaargaSection WS) Surface (ft, mvl) 1 0 49%.00 4999.00 4999.00 216 4998.01 288 4998.46 25 25 4996.08 4999.08 4999.08 216 4998.08 288 4998.52 50 50 4996.15 4999.15 4999.15 216 4998.15 288 4998.58 75 75 4996.23 1 4999.23 4999.23 216 4998.22 288 1 4998.65 100 100 4996.30 4999.30 4999.30 216 4998.29 288 4998.71. 125 125 4996.38 4999.38 4999.38 216 4998.36 288 4998.78 150 150 4996.45 4999.45 4999.45 216 4998.43 288 4998.94 175 175 4996.53 1 4999.53 4999.53 216 1 4998.50 288 1 4998.91 200 200 4996.60 4999.60 4999.60 188 4998.58 250 4998.99 225 225 4996.68 4999.68 4999.68 188 4998.64 250 4999.04 250 250 4996.75 4999.75 4999.75 188 4998.70 250 4999.09 275 275 4996.83 1 4999.83 4999.83 188 4998.75 250 4999.14 300 300 4996.91 4999.91 4999.91 188 4998.83 250 4999.21 325 325 4996.98 4999.98 4999.98 188 4998.90 250 4999.28 350 350 4997.06 5000.06 5000.06 188 4998.98 250 4999.35 375 375 4997.13 1 4999.63 4999.63 109 4999.07 144 4999.45 400 400 4997.21 4999.71 4999.71 109 4999.11 144 4999.49 425 425 4997.28 4999.78 4999.78 1 109 1 4999.17 144 4999.54 450 450 4997.36 4999.86 4999.86 109 4999.22 144 4999.59 475 475 4997.43 4999.93 4999.93 109 4999.28 144 4999.64 500 500 4997.51 5000.01 5000.01 109 4999.33 144 4999.69 525 525 4997.58 5000.08 5000.08 109 4999.40 144 4999.75 550 550 4997.66 5000.16 5000.16 109 4999.46 144 4999.81 575 575 4997.73 5000.23 5000.23 109 4999.52 144 4999.86 600 600 4997.81 5000.31 5000.31 109 4999.59 144 4999.93 625 625 4997.88 5000.38 5000.38 109 4999.65 144 4999.99 650 650 4997.96 5000.46 5000.46 109 1 4999.72 1 144 1 5000.05 675 675 4998.03 5000.53 5000.53 109 4999.79 144 5000.12 700 700 4998.11 5000.61 5000.61 109 4999.86 144 5000.18 Table 3. Summary of Results for Hydraulic Analysis of the Oversized Swale. (Continued) Cross Section Station (ft) Bed Elevation (ft;msi) Left Bank Elevation (R, msl) Right Beak Elevation (ft, msl). 100 Yr Discharge (cfs): Surfaceaa Elevation . I'.33x100 Yr Discharge (cfa) Sit Elevation 725 725 4998.18 5000.68 5000.68 109 4999.93 1" 5000.25 750 750 4998.25 5000.75 5000.75 84 5000.00 112 5000.32 775 775 4998.33 5000.83 5000.83 84 5000.06 112 5000.38 800 800 4998.40 5000.90 5000.90 84 5000.12 112 5000.44 825 825 4998.48 5000.98 5000.98 84 5000.18 112 5000.50 850 850 4998.55 5001.05 5001.05 84 5000.24 112 5000.56 875 875 4998.63 5001.13 5001.13 84 5000.31 112 5000.62 900 900 4998.70 5001.20 5001.20 84 5000.38 112 5000.68 925 925 4998.78 5001.28 5001.28 84 5000.44 112 5000.75 950 950 4998.85 5001.35 5001.35 84 5000.51 112 5000.82 975 975 4998.93 5001.43 5001.43 84 1 5000.58 112 5000.88 1000 1000 4999.00 5001.50 1 5001.50 84 5000.65 112 5000.95 1025 1025 4999.08 5001.58 5001.58 84 5000.72 112 5001.02 1050 1050 4999.15 5001.65 5001.65 84 5000.79 112 5001.09 1075 1075 4999.23 5001.73 5001.73 84 5000.87 112 5001.16 1100 1100 4999.30 5001.80 1 5001.80 84 5000.94 112 5001.23 1125 1125 4999.38 5001.88 5001.88 84 5001.01 112 5001.31 1150 1150 1 4999.45 5001.95 5001.95 84 1 5001.09 112 5001.38 1175 1175 4999.53 5002.03 5002.03 84 5001.16 112 5001.45 1200 1200 4999.60 5002.10 5002.10 84 5001.23 112 5001.52 1225 1225 4999.68 5002.18 5002.18 84 5001.31 112 1 5001.60 1234 1234 4999.70 5002.20 5002.20 83 1 5001.33 110 5001.62 1250 1250 4999.83 5002.33 5002.33 83 5001.40 110 5001.68 1275 1275 5000.03 5002.53 5002.53 83 5001.53 110 5001.81 1300 1300 5000.23 5002.73 5002.73 83 5001.68 110 5001.95 1325 1325 5000.43 5002.93 5002.93 83 5001.85 110 5002.11 1350 1350 5000.63 5003.13 5003.13 83 5002.03 110 5002.28 1375 1375 5000.83 5003.33 5003.33 83 5002.22 110 5002.47 1404 1404 5001.06 5003.56 5003.5 , 83 5002.44 110 5002.69 0 Y� 12 � ma iV !. w w� Q w w " 0 m 3Nn ?J31N3� 7 O 'NI �--. 4y. U o W 3Nn 101 0 0 Q ~ 3Nn A-W3dONd v x 0 m 3Nn a31N30 - —� .... _.... _________..______ Q o N Figure 1. Typical Cross Section for Swale Oversizing "_9ZZ11 ►; REVISED RATIONAL METHOD CALCULATIONS L n Lid,lone & Anderson. Inc. 0 FEATURE CHECKED BY S� b��r E '? �h/ aloe �h�e 566la� w74,t s P!5,0 ,�) i%6) (aa�����8 = 0, SD Lof /00 P , 5)bboI4 F - %r6(wo �F = 315 P� 50r- = 8/ L6 = Dog 54 r 0,O 6rmind awale, lQi l Qero 64 6hot l� areo:�' G(w = 5L-7' o�, 5% i 542(f 6ra55 �o4Gj�lnnnelru) C = G,Sv (5�1e �m,ly �es�irnf�� r• f YY� ��YYN\ W �MWNYY C�wYIY� OWNER —PROJECT BY DATE J NO. W(nj+rGi 1 CLD 943-cl3 COTSTl& EaaTURE f�G�onG I me4oc CU B k� or,5 CHECKED BY � DATE 9/zd I SHEET OF I 13 sI � N a: I � M;p ! � �, 5 M � r � � � I � 1 a 1 � �� �, r h -M M N a� h c� ; 03 cnc cc� rI 1 I , = c n I � ' I 1 M -� ��6 t` U\ A C_ — t' ZC CLC Ztc� vc`, Z% ti— CIS :cam �f V"N c V-) 3 ri Q I I Q o I VN O zz r; (J C)s 1 O I tb CO C6 Cep I C'f I-� CL CZ C1S \% f \ C'C �6 tC �4 C cC� nl c..s j i V", t" ca o� l j l I l�� i � I C-4 a o RS p I � � co � � � Ll t (mil �- " � �_' 1 ' �-' � v � � � Jt P,' (� i � � H C— r- }—, ►-E _ cry es cc, ■ APPENDIX B HYDRAULIC DESIGN FOR SWALE REALIGNMENT NORMAL DEPTH RESULTS 'WINDTRAIL PUO -- SWALE REDESIGN CALCULATIONS SWALE SECTION A -A (TO WINDTRAIL PARK D/S DETENTION POND) INPUT DATA: ' DISCHARGE = 20.500000 CFS Q,op BOTTOM WIDTH = 5.000000 FT BED SLOPE = 3.000000E-03 FT/FT ' SIDE SLOPE 4.000000 14ANNINGS N = 6.000000E-02 ' RESULTS: NORMAL DEPTH = 1.462106 FT FLOW VELOCITY = 1.292306 FPS HYDR. DEPTH 9.500663E-01 FT TOP WIDTH = 16.696850 FT FROUDE NUMBER = 2.336472E-01 ' SPECIFIC ENERGY= 1.488039 FT ' INPUT DATA: DISCHARGE 27,300000 CFS -- f -- (.33 x ' BOTTOM WIDTH 5.000000 FT BED SLOPE = 3.000000E-03 FT/FT SIDE SLOPE = 4.000000 ' 14ANNINGS N = 6.000000E-02 RESULTS: ' NORMAL DEPTH = 1.674436 FT FLOW VELOCITY = 1.393700 FPS HYDR. DEPTH = I*0641135 FT ' TOP WIDTH 18.395480 FT FROUDE NUMBER = 2.380127E-01 SPECIFIC ENERGY= 1.704597 FT ' WINDTRAIL PUD -- SWALE REDESIGN CALCULATIONS SWALE SECTION C-C (LOWER SECTION) INPUT DATA: DISCHARGE = 20.800000 CFS 1 Q�pp 80TTOM WIDTH = 1*000000 FT ' BED SLOPE 5.300000E-03 FT/FT SIDE SLOPE 4.000000 MANNINGS N = 6.000000E-02 ' RESULTS: NORMAL DEPTH = 1.283800 FT ' FLOW VELOCITY = 1.598503 FPS HYDR. DEPTH = 8.521175E-01 FT TOP WIDTH = 15.270400 FT ' FROUDE NUMBER = 3.051657E-01 SPECIFIC ENERGY= 1.323477 FT t INPUT DATA: DISCHARGE = 27.700000 CFS BOTTOM WIDTH = 5.000000 FT BED SLOPE = 5.300000E-03 FT/FT ' SIDE SLOPE 4.000000 MANNINGS N 6.000000E-02 ' RESULTS: NORMAL DEPTH = 1.473639 FT FLOW VELOCITY = 1*721191 FPS ' HYDR. DEPTH 9.563454E-01 FT TOP WIDTH = 16.789120 FT FROUDE NUMBER = 3.108865E-01 ' SPECIFIC ENERGY= 1 1.519855 FT HEC-2 INPUT AND OUTPUT AC WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA, INC. 3/l/1995 �1 2 SWALE RE -ANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT 8 SPRING CREEK T3 S=0.30% 0=140 cfs FILE: WTRS-WTO.DAT 1 2 0 0 4997.50 2 1 -1 * DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-J) IT 2 140 186 C 0.060 0.060 0.060 0.1 0.3 ` SWALE SECTION E-E (ENLARGED TO A 50-FOOT BOTTOM WIDTH THROUGH EASTERN REACH) WIDTH= 50 FEET, SLOPE= 0.3 PERCENT rBOTTOM (1 1 4 0 68 0 0 0 4996 GR 3 0 0.0 9 0.0 59 3 68 1 25 0 0 0 25 25 25 0.075 1 50 0 0 0 25 25 25 0.075 1 75 0 0 0 25 25 25 0.075 X1 100 0 0 0 25 25 25 0.075 1 125 0 0 0 25 25 25 0.075 1 150 0 0 0 25 25 25 0.075 xt 175 0 0 0 25 25 25 0.075 DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-G) T 2 109 144 X1 200 0 0 0 25 25 25 0.075 1 225 0 0 0 25 25 25 0.075 1 250 0 0 0 25 25 25 0.075 TRANSITION TO A 45-FOOT BOOTOM WIDTH * BOTTOM WIDTH= 45 FEET, SLOPE= 0.3 PERCENT 1 275 4 0 63 25 25 25 4996.83 R 3 0 0.0 9 0.0 54 3 63 X1 300 0 0 0 25 25 25 0.075 1 325 0 0 0 25 25 25 0.075 1 350 0 0 0 25 25 25 0.075 SWALE SECTION D-D (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) * BOTTOM WIDTH= 30 FEET, SLOPE= 0.3 PERCENT I1 375 4 0 50 25 25 25 4997.13 R 2.5 0 0.0 10 0.0 40 2.5 50 X1 400 0 0 0 25 25 25 0.075 425 0 0 0 25 25 25 0.075 �1 1 450 0 0 0 25 25 25 0.075 X1 475 0 0 0 25 25 25 0.075 500 0 0 0 25 25 25 0.075 01 1 525 0 0 0 25 25 25 0.075 1 550 0 0 0 25 25 25 0.075 X1 575 0 0 0 25 25 25 0.075 1 600 0 0 0 25 25 25 0.075 1 625 0 0 0 25 25 25 0.075 X1 650 0 0 0 25 25 25 0.075 675 0 0 0 25 25 25 0.075 '1 1 700 0 0 0 25 25 25 0.075 x1 725 0 0 0 25 25 25 0.075 * DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-D,F) 'T 2 84 112 SWALE SECTION B-B (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) * BOTTOM WIDTH= 25 FEET, SLOPE= 0.3 PERCENT 750 4 0 45 25 25 25 4998.25 '1 R 2.5 0 0.0 10 0.0 35 2.5 45 X1 775 0 0 0 25 25 25 0.075 11 800 0 0 0 25 25 25 0.075 Wrle5 -wro. Wr Windf(all 5,12 � favocr-) 5�j4le ei11 jhmin4 x1 825 0 0 0 25 25 25 0.075 x1 850 0 0 0 25 25 25 0.075 X1 875 0 0 0 25 25 25 0.075 X1 900 0 0 0 25 25 25 0.075 x1 925 0 0 0 25 25 25 0.075 x1 950 0 0 0 25 25 25 0.075 X1 975 0 0 0 25 25 25 0.075 x1 1000 0 0 0 25 25 25 0.075 X1 1025 0 0 0 25 25 25 0.075 X1 1050 0 0 0 25 25 25 0.075 X1 1075 0 0 0 25 25 25 0.075 x1 1100 0 0 0 25 25 25 0.075 xt 1125 0 0 0 25 25 25 0.075 X1 1150 0 0 0 25 25 25 0.075 X1 1175 0 0 0 25 25 25 0.075 xt 1200 0 0 0 25 25 25 0.075 X1 1225 0 0 0 25 25 25 0.075 * DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS B,C,D) OT 2 83 110 * SWALE SECTION TO HILL POND ROAD TERMINUS * BOTTOM WIDTH= 20 FEET, SLOPE= 0.8 PERCENT X1 1234 4 0 40 9 9 9 4999.70 GR 2.5 0 0.0 10 0.0 30 2.5 40 xt 1250 0 0 0 16 16 16 0.130 X1 1275 0 0 0 25 25 25 0.200 X1 1300 0 0 0 25 25 25 0.200 X1 1325 0 0 0 25 25 25 0.200 x1 1350 0 0 0 25 25 25 0.200 X1 1375 0 0 0 25 25 25 0.200 * U/S END OF SWALE AT HILL POND ROAD TERMINUS X1 1404 0 0 0 29 29 29 0.230 EJ T1 WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA,INC. 3/1/1995 T2 SWALE RE -ANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT 8 SPRING CREEK T3 S=0.30% 0100*1.33=186 cfs FILE: WTRS-WTO.DAT 11 3 0 0 4997.82 J2 15 -1 ER 01KAR95 10:17:30 ktT 5- KIr0.0V/ ��Mf/ql �S�a�z �Vi51on 5a,ir�Zcrlr rff rrrrrf:rr:f►»r»rf f f►rf rif f f f►rf f WATER SURFACE PROFILES '1EC-2 Version 4.6.0; February 1991 rrreffrrrr:fffrrrrffefrrfrrrffffffrff 1 THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC T1 WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA,INC. 3/l/1995 T2 SWALE REANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT 8 SPRING CREEK T3 S=0.30% 0=140 cfs FILE: WTRS-WTO.DAT J1 ICHECK ING NINV IDIR STRT METRIC HVINS 0 2 0 0 ' J2 NPROF (PLOT PRFVS XSECV XSECH FN ALLDC 18W 1 -1 DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-J) ' OT 2 140 186 NC 0.060 0.060 0.060 0.1 0.3 SWALE SECTION E-E (ENLARGED TO A 50-FOOT BOTTOM WIDTH THROUGH EASTERN REACH) BOTTOM WIDTH= 50 FEET, SLOPE= 0.3 PERCENT X1 1 4 0 68 0 0 0 GR 3 0 0.0 9 0.0 59 3 ' x1 25 0 0 0 25 25 25 ' xi 50 0 0 0 25 25 25 X1 75 0 0 0 25 25 25 x1 100 0 0 0 25 25 25 X1 125 0 0 0 25 25 25 ' X1 150 0 0 0 25 25 25 X1 175 0 0 0 25 25 25 DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-G) OT 2 109 144 ' x1 200 0 0 0 25 25 25 PAGE 1 THIS RUN EXECUTED OIKAR95 10:17:30 WSEL FO 4997.50 CHNIM ITRACE 68 4996 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 01MAR95 10:17:30 PAGE 2 x1 225 0 0 0 25 25 25 xi 250 0 0 0 25 25 25 TRANSITION TO A 45-FOOT BOOTOM WIDTH BOTTOM WIDTH= 45 FEET, SLOPE= 0.3 PERCENT x1 275 4 0 63 25 25 25 GR 3 0 0.0 9 0.0 54 3 xi 300 0 0 0 25 25 25 xi 325 0 0 0 25 25 25 x1 350 0 0 0 25 25 25 SWALE SECTION D-D (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) BOTTOM WIDTH= 30 FEET, SLOPE= 0.3 PERCENT x1 375 4 0 50 25 25 25 GR 2.5 0 0.0 10 0.0 40 2.5 x1 400 0 0 0 25 25 25 x1 425 0 0 0 25 25 25 X1 450 0 0 0 25 25 25 xi 475 0 0 0 25 25 25 xi 500 0 0 0 25 25 25 X1 525 0 0 0 25 25 25 X1 550 0 0 0 25 25 25 x1 575 0 0 0 25 25 25 x1 600 0 0 0 25 25 25 x1 625 0 0 0 25 25 25 x1 650 0 0 0 25 25 25 x1 675 0 0 0 25 25 25 x1 700 0 0 0 25 25 25 x1 725 0 0 0 25 25 25 DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-D,F) 0.075 0.075 4996.83 63 0.075 0.075 0.075 4997.13 50 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 01MAR95 10:17:30 OT 2 84 112 SWALE SECTION B-B (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) BOTTOM WIDTH= 25 FEET, SLOPE= 0.3 PERCENT x1 150 4 0 45 25 25 ' GR 2.5 0 0.0 10 0.0 35 xi 775 0 0 0 25 25 x1 800 0 0 0 25 25 ' x1 825 0 0 0 25 25 xi 850 0 0 0 25 25 ' x1 875 0 0 0 25 25 x1 900 0 0 0 25 25 x1 925 0 0 0 25 25 ' x1 950 0 0 0 25 25 x1 975 0 0 0 25 25 ' x1 1000 0 0 0 25 25 x1 1025 0 0 0 25 25 ' x1 1050 0 0 0 25 25 'x1 1075 O 0 0 25 25 x1 1100 0 0 0 25 25 'x1 1125 0 0 0 25 25 x1 1150 0 0 0 25 25 'x1 1175 0 0 0 25 25 x1 1200 0 0 0 25 25 'x1 1225 0 0 0 25 25 DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS B,C,D) 10T 2 83 110 SWALE SECTION TO HILL POND ROAD TERMINUS WIDTH= 20 FEET, SLOPE= 0.8 PERCENT 'BOTTOM x1 1234 4 0 40 9 9 GR 2.5 0 0.0 10 0.0 30 25 4998.25 2.5 45 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 25 0.075 9 4999.70 2.5 40 PAGE 3 01MAR95 10:17:30 PAGE 4 X1 1250 0 0 0 X1 1275 0 0 0 X1 1300 0 0 0 X1 1325 0 0 0 X1 1350 0 0 0 X1 1375 0 0 0 U/S END OF SWALE AT HILL POND ROAD TERMINUS xi 1404 0 0 0 16 16 16 0.130 25 25 25 0.200 25 25 25 0.200 25 25 25 0.200 25 25 25 0.200 25 25 25 0.200 29 29 29 0.230 I 0114AR95 10:17:30 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O OLDS OCR OROB ALOB ACH AR08 VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST t*PROF 1 0 1 CCHV= .100 CEHV= .300 *SECNO 1.000 1.000 1.50 4997.50 .00 4997.50 4997.55 .05 .00 .00 4999.00 ' 140.0 .0 140.0 .0 .0 81.8 .0 .0 .0 4999.00 .00 .00 1.71 .00 .000 .060 .000 .000 4996.00 4.50 ' 003129 0, 0, 0, 0 0 0 .00 59,00 63*50 *SECNO 25.000 ' 25.000 1.50 4997.58 .00 .00 4997.62 .05 .08 .00 4999.08 140.0 .0 140.0 .0 .0 81.9 .0 .0 .0 4999.08 .00 .00 1.71 .00 .000 .060 .000 .000 4996.08 4.49 t003109 25. 25. 25. 0 0 0 .00 59.02 63.51 *SECNO 50,000 ' 50.000 1.51 4997.66 .00 .00 4997.70 .05 .08 .00 4999.15 140.0 .0 140.0 .0 .0 82.1 .0 .1 .1 4999.15 .01 .00 1.71 .00 .000 .060 .000 .000 4996.15 4.48 ' 003088 25. 25. 25. 0 0 0 .00 59.04 63.52 *SECNO 75.000 t 75.000 1.51 4997.73 .00 .00 4997.78 .04 .08 .00 4999.23 140.0 .0 140.0 .0 .0 82.2 .0 .1 .1 4999.23 .01 .00 1.70 .00 .000 .060 .000 .000 4996.23 4.48 ' 003071 25. 25. 25. 0 0 0 .00 59.05 63.52 100.000 '*SECNO 100.000 1.51 4997.81 .00 .00 4997.85 .04 .08 .00 4999.30 140.0 .0 140.0 .0 .0 82.3 .0 .2 .1 4999.30 02 .00 1.70 .00 .000 .060 .000 .000 4996.30 4.47 .003061 25. 25. 25. 0 0 0 .00 59.06 63.53 t*SECNO 125.000 125.000 1.51 4997.89 .00 .00 4997.93 .04 .08 .00 4999.38 140.0 .0 140.0 .0 .0 82.4 .0 .2 .2 4999.38 .00 1.70 .00 .000 .060 .000 .000 4996.38 4.47 '02 .003054 1 25. 25. 25. 0 0 0 .00 59.06 63.53 PAGE 5 0114AR95 10:17:30 PAGE 6 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH OROB ALOB ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 150.000 150.000 1.51 4997.96 .00 .00 4998.01 .04 .08 .00 4999.45 140.0 .0 140.0 .0 .0 82.5 .0 .3 .2 4999.45 .02 .00 1.70 .00 .000 .060 .000 .000 4996.45 4.46 .0030" 25. 25. 25. 0 0 0 .00 59.07 63.54 *SECNO 175.000 175.000 1.51 4998.04 .00 .00 4998.08 .04 .08 .00 4999.53 140.0 .0 140.0 .0 .0 82.5 .0 .3 .2 4999.53 .03 .00 1.70 .00 .000 .060 .000 .000 4996.53 4.46 .003041 25. 25. 25. 0 0 0 .00 59.08 63.54 *SECNO 200.000 200.000 1.52 4998.12 .00 .00 4998.15 .03 .06 .00 4999.60 109.0 .0 109.0 .0 .0 82.6 .0 .4 .3 4999.60 .03 .00 1.32 .00 .000 .060 .000 .000 4996.60 4.46 .001839 25. 25. 25. 0 0 0 .00 59.08 63.54 *SECNO 225.000 225.000 1.49 4998.17 .00 .00 4998.19 .03 .05 .00 4999.68 109.0 .0 109.0 .0 .0 81.5 .0 .4 .3 4999.68 .04 .00 1.34 .00 .000 .060 .000 .000 4996.68 4.51 .001914 25. 25. 25. 1 0 0 .00 58.98 63.49 *SECNO 250.000 250.000 1.46 4998.21 .00 .00 4998.24 .03 .05 .00 4999.75 109.0 .0 109.0 .0 .0 79.4 .0 .5 .3 4999.75 . .04 .00 1.37 .00 .000 .060 .000 .000 4996.75 4.62 .002079 25. 25. 25. 0 0 0 .00 58.76 63.38 *SECNO 275.000 275.000 1.44 4998.27 .00 .00 4998.30 .04 .06 .00 4999.83 109.0 .0 109.0 .0 .0 70.7 .0 .5 .4 4999.83 .05 .00 1.54 .00 .000 .060 .000 .000 4996.83 4.70 .002713 25. 25. 25. 0 0 0 .00 53.60 58.30 0114AR95 1 10:17:30 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O GLOB OCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 300.000 300.000 1.43 4998.34 .00 .00 4998.37 .04 .07 .00 4999.91 ' 109.0 .0 109.0 .0 .0 70.1 .0 .6 .4 4999.91 .05 .00 1.56 .00 .000 .060 .000 .000 4996.91 4.73 .002786 25. 25. 25. 0 0 0 .00 53.53 58.27 *SECNO 325.000 325.000 1.42 4998,41 .00 .00 4998.44 .04 .07 .00 4999.911 ' 109.0 .0 109.0 .0 .0 70.2 .0 .6 .4 4999.98 .06 .00 1.55 .00 .000 .060 .000 .000 4996.98 4.73 .002773 1 25. 25. 25. 0 0 0 .00 53.55 58.27 *SECNO 350.000 350.000 1.42 4998.48 .00 .00 4998.51 .04 .07 .00 5000.06 ' 109.0 .0 109.0 .0 .0 69.9 .0 .6 .5 5000.06 .06 .00 1.56 .00 .000 .060 .000 .000 4997.06 4.74 .002809 25. 25. 25. 0 0 0 .00 53.51 58.26 *SECNO 375.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 375.000 1.42 4998.55 .00 .00 4998.62 .07 .10 .01 4999.63 109.0 .0 109.0 .0 .0 50.5 .0 .7 .5 4999.63 .07 .00 2.16 .00 .000 .060 .000 .000 4997.13 4.34 .005893 25. 25. 25. 0 0 0 .00 41.32 45.66 *SECNO 400.000 400.000 1.49 4998.69 .00 .00 4998.76 .06 .13 .00 4999.71 109.0 .0 109.0 .0 .0 53.5 .0 .7 .5 4999.71 .07 .00 2.04 .00 .000 .060 .000 .000 4997.21 4.05 004952 25. 25, 25, 2 0 0 .00 41.90 45.95 *SECNO 425.000 ' 425.000 1.53 4998.81 .00 .00 4998.87 .06 .12 .00 4999.78 109.0 .0 109.0 .0 .0 55.7 .0 .7 .5 4999.78 .07 .00 1.96 .00 .000 .060 .000 .000 4997.28 3.84 004374 25. 25. 25. 1 0 0 .00 42.33 46.16 OIKAR95 10:17:30 PAGE 8 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM1N SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 450.000 450.000 1.57 4998.92 .00 .00 4998.98 .06 .11 .00 4999.86 109.0 .0 109.0 .0 .0 57.2 .0 .8 .6 4999.86 .08 .00 1.91 .00 .000 .060 .000 .000 4997.36 3.70 .004045 25. 25. 25. 0 0 0 .00 42.61 46.30 *SECNO 475.000 475.000 1.59 4999.02 .00 .00 4999.08 .05 .10 .00 4999.93 109.0 .0 109.0 .0 .0 58.1 .0 .8 .6 4999.93 .08 .00 1.87 .00 .000 .060 .000 .000 4997.43 3.61 .003853 25. 25. 25. 0 0 0 .00 42.78 46.39 *SECNO 500.000 500.000 1.61 4999.12 .00 .00 4999.17 .05 .09 .00 5000.01 109.0 .0 109.0 .0 .0 58.9 .0 .8 .6 5000.01 .08 .00 1.85 .00 .000 .060 .000 .000 4997.51 3.54 .003700 25. 25. 25. 0 0 0 .00 42.93 46.46 'SECNO 525.000 525.000 1.63 4999.21 .00 .00 4999.26 .05 .09 .00 5000.08 109.0 .0 109.0 .0 .0 59.6 .0 .9 .6 5000.08 .09 .00 1.83 .00 .000 .060 .000 .000 , 4997.58 3.47 .003570 25. 25. 25. 0 0 0 .00 43.06 46.53 •SECNO 550.000 550.000 1.64 4999.30 .00 .00 4999.35 .05 .09 .00 5000.16 109.0 .0 109.0 .0 .0 60.2 .0 .9 .7 5000.16 .09 .00 1.81 .00 .000 .060 .000 .000 4997.66 3.41 .003466 25. 25. 25. 0 0 0 .00 43.17 46.59 •SECNO 575.000 575.000 1.66 4999.39 .00 .00 4999.44 .05 .09 .00 5000.23 109.0 .0 109.0 .0 .0 60.7 .0 .9 .7 5000.23 .09 .00 1.80 .00 .000 .060 .000 .000 4997.73 3.37 .003388 25. 25. 25. 0 0 0 .00 43.26 46.63 01MAR95 10:17:30 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB OCH GROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC '*SECNO 600.000 600.000 1.67 4999.47 .00 .00 4999.52 109.0 .0 109.0 .0 .0 61.1 ' .10 .00 1.78 .00 .000 .060 .003325 25. 25. 25. 0 0 '*SECNO 625.000 625,000 1.67 4999,56 .00 .00 4999,60 109.0 .0 109.0 .0 .0 61.4 .10 .00 1.77 .00 .000 .060 .003268 25. 25. 25. 0 0 *SECNO 650.000 650,000 1.68 4999.64 .00 .00 4999.69 ' 109.0 .0 109.0 .0 .0 61.7 .11 .00 1.77 .00 .000 .060 .003225 25. 25. 25. 0 0 *SECNO 675.000 675.000 1.68 4999.72 .00 .00 4999.77 ' 109.0 .0 109.0 .0 .0 61.9 .11 .00 1.76 .00 .000 .060 ' .003192 25. 25, 25, 0 0 *SECNO 700.000 ' 700.000 1.69 4999.80 .00 .00 4999.84 109.0 .0 109.0 .0 .0 62.1 ..11 .00 1.76 .00 .000 .060 ' 003166 25. 25. 25. 0 0 *SECNO 721.000 _ ' 725.000 1.69 4999.88 .00 .00 4999.92 109.0 .0 109.0 .0 .0 62.3 .12 .00 1.75 .00 .000 .060 ' .003137 t 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WIN ELMIN SSTA ICONT CORAR TOPWID ENDST .05 .08 .00 5000.31 .0 1.0 .7 5000.31 000 .000 4997.81 3.34 0 .00 43.33 46.66 .05 .08 .00 5000.38 .0 1.0 .7 5000.38 .000 .000 4997.88 3.30 0 .00 43.39 46.70 .05 .08 .00 5000.46 .0 1.0 .8 5000.46 .000 .000 4997.96 3.28 0 .00 43.45 46.72 .05 .08 .00 5000.53 .0 1.1 .8 5000.53 000 .000 4998.03 3.26 0 .00 43.48 46.74 .05 .08 .00 5000.61 .0 1.1 .8 5000.61 .000 .000 4998.11 3.24 0 .00 43.52 46.76 .05 .08 .00 5000.68 .0 1.1 .8 5000.68 .000 .000 4998.18 3.22 0 .00 43.55 46.78 PAGE 9 01MAR95 10:17:30 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 CLOB OCH OROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 750.000 750.000 1.71 4999.96 .00 .00 5000.00 .04 .07 .00 5000.75 84.0 .0 84.0 .0 .0 54.2 .0 1.2 .9 5000.75 .12 .00 1.55 .00 .000 .060 .000 .000 4998.25 3.18 .002524 25. 25. 25. 0 0 0 .00 38.64 41.82 *SECNO 775.000 775.000 1.70 5000.02 84.0 .0 84.0 .13 .00 1.55 .002526 25. 25. *SECNO 800.000 800.000 1.68 5000.08 84.0 .0 84.0 .13 .00 1.57 .002635 25. 25. *SECNO 825.000 .00 .0 .00 25. .00 .0 .00 25. .00 5000.06 .04 .06 .00 5000.83 .0 54.2 .0 1.2 .9 5000.83 000 .060 .000 .000 4998.33 3.18 0 0 0 .00 38.63 41.82 .00 5000.12 .04 .0 53.4 .0 000 .060 .000 0 0 0 .06 .00 5000.90 1.2 .9 5000.90 000 4998.40 3.26 .00 38.47 41.74 825.000 1.68 5000.15 .00 .00 5000.19 .04 .07 .00 5000.98 84.0 .0 84.0 .0 .0 53.1 .0 1.3 .9 5000.98 .14 .00 1.58 .00 .000 .060 .000 .000 4998.48 3.30 .002693 25. 25. 25. 0 0 0 .00 38.39 41.70 *SECNO 850.000 850.000 1.67 5000.22 .00 .00 5000.26 .04 .07 .00 5001.05 84.0 .0 84.0 .0 .0 52.8 .0 1.3 .9 5001.05 .14 .00 1.59 .00 .000 .060 .000 .000 4998.55 3.33 .002733 25. 25. 25. 0 0 0 .00 38.34 41.67 *SECNO 875.000 875.000 1.66 5000.29 .00 .00 5000.33 .04 .07 .00 5001.13 84.0 .0 84.0 .0 .0 52.5 .0 1.3 1.0 5001.13 .14 .00 1.60 .00 .000 .060 .000 .000 4998.63 3.36 .002770 25. 25. 25. 0 0 0 .00 38.29 41.64 1 01MAR95 10:17:30 SECNO DEPTH CWSEL CRIWS WSELK EG 0 OL08 OCH OROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC ' *SECNO 900.000 900.000 1.66 5000.36 .00 .00 5000.40 ' 84.0 .0 84.0 .0 .0 52.3 .15 .00 1.60 .00 .000 .060 .002802 25. 25. 25. 0 0 *SECNO 925.000 925.000 1.65 5000,43 .00 .00 5000.47 ' 84.0 .0 84.0 .0 .0 52.2 .15 .00 1.61 .00 .000 .060 .002832 25. 25. 25. 0 0 *SECNO 950.000 950.000 1.65 5000.50 .00 .00 5000.54 ' 84.0 .0 84.0 .0 .0 52.0 .16 .00 1.62 .00 .000 .060 ' 002859 25. 25. 25, 0 0 *SECNO 975.000 975.000 1.64 5000.57 .00 .00 5000.61 ' 84.0 .0 84.0 .0 .0 51.9 .16 .00 1.62 .00 .000 .060 t002880 25. 25. 25. 0 0 *SECNO 1000.000 ' 1000.000 1.64 5000.64 .00 .00 5000.68 84.0 .0 84.0 .0 .0 51.7 .17 .00 1.62 .00 .000 .060 ' 002899 25. 25. 25. 0 0 1025,000 '*SECNO 1025.000 1.64 5000.71 .00 .00 5000.76 84.0 .0 84.0 .0 .0 51.6 .17 .00 1.63 .00 .000 .060 ' 002917 1 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .04 .07 .00 5001.20 .0 1.4 1.0 5001.20 .000 .000 4998.70 3.38 0 .00 38.24 41.62 .04 .07 .00 5001.28 .0 1.4 1.0 5001.28 .000 .000 4998.78 3.40 0 .00 38.20 41.60 .04 .07 .00 5001.35 .0 1.4 1.0 5001.35 .000 .000 4998.85 3.42 0 .00 38.17 41.58 .04 .07 .00 5001.43 .0 1.5 1.1 5001.43 000 .000 4998.93 3.43 0 .00 38.14 41.57 .04 .07 .00 5001.50 .0 1.5 1.1 5001.50 .000 .000 4999.00 3.44 0 .00 38.12 41.56 .04 .07 .00 5001.58 .0 1.5 1.1 5001.58 .000 .000 4999.08 3.45 0 .00 38.09 41.55 PAGE 11 0114AR95 10:17:30 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 GLOB OCH OROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 1050.000 1050.000 1.64 5000.79 .00 .00 5000.83 .04 .07 .00 5001.65 84.0 .0 84.0 .0 .0 51.6 .0 1.5 1.1 5001.65 .17 .00 1.63 .00 .000 .060 .000 .000 4999.15 3.46 .002929 25. 25. 25. 0 0 0 .00 38.08 41.54 *SECNO 1075.000 1075.000 1.63 5000.86 .00 .00 5000.90 .04 .07 .00 5001.73 84.0 .0 84.0 .0 .0 51.5 .0 1.6 1.1 5001.73 .18 .00 1.63 .00 .000 .060 .000 .000 4999.23 3.47 .002939 25. 25. 25. 0 0 0 .00 38.07 41.53 *SECNO 1100.000 1100.000 1.63 5000.93 .00 .00 5000.98 .04 .07 .00 5001.80 84.0 .0 84.0 .0 .0 51.4 .0 1.6 1.2 5001.80 .18 .00 1.63 .00 .000 .060 .000 .000 4999.30 3.48 .002954 25. 25. 25. 0 0 0 .00 38.05 41.52 *SECNO 1125.000 1125.000 1.63 5001.01 .00 .00 5001.05 .04 .07 .00 5001.88 84.0 .0 84.0 .0 .0 51.4 .0 1.6 1.2 5001.88 .19 .00 1.64 .00 .000 .060 .000 .000 4999.38 3.48 .002961 25. 25. 25. 0 0 0 .00 38.04 41.52 *SECNO 1150.000 1150.000 1.63 5001.08 .00 .00 5001.12 .04 .07 .00 5001.95 84.0 .0 84.0 .0 .0 51.3 .0 1.7 1.2 5001.95 19 .00 1.64 .00 .000 .060 .000 .000 4999.45 3.49 .002970 25. 25. 25. 0 0 0 .00 38.03 41.51 *SECNO 1175.000 1175.000 1.63 5001.16 .00 .00 5001.20 .04 .07 .00 5002.03 84.0 .0 84.0 .0 .0 51.3 .0 1.7 1.2 5002.03 .20 .00 1.64 .00 .000 .060 .000 .000 4999.53 3.49 .002973 25. 25. 25. 0 0 0 .00 38.02 41.51 PAGE 12 01MAR95 10:17:30 SECNO DEPTH CWSEL CRIWS WSELK EG 0 OLDS OCH OROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC t*SECNO 1200.000 1200.000 1.63 5001.23 .00 .00 5001.27 84.0 .0 84.0 .0 .0 51.3 ' .20 .00 1.64 .00 .000 .060 .002980 25. 25. 25. 0 0 ' *SECNO 1225.000 1225.000 1.63 5001.30 .00 .00 5001.35 84.0 .0 84.0 .0 .0 51.2 .20 .00 1.64 .00 .000 .060 .002986 25. 25. 25. 0 0 *SECNO 1234.000 1234.000 1.63 5001.33 .00 .00 5001.38 83.0 t .0 83.0 .0 .0 43.3 .21 .00 1.92 .00 .000 .060 .004255 9. 9. 9. 0 0 *SECNO 1250.000 1250.000 1.56 5001.40 .00 .00 5001.46 ' 83.0 .0 83.0 .0 .0 40.9 .21 .00 2.03 .00 .000 .060 ' 005006 16. 16, 16. 1 0 *SECNO 1275.000 1275.000 1.50 5001.53 .00 .00 5001.60 83.0 .0 83.0 .0 .0 38.6 .21 .00 2.15 .00 .000 .060 ' 005924 25. 25. 25. 1 0 *SECNO 1300.000 ' 1300.000 1.45 5001.68 .00 .00 5001.76 83.0 .0 83.0 .0 .0 37.1 .21 .00 2.24 .00 .000 .060 006661 25. 25. 25. 1 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .04 .07 .00 5002.10 .0 1.7 1.3 5002.10 .000 .000 4999.60 3.49 0 .00 38.02 41.51 .04 .07 .00 5002.18 .0 1.7 1.3 5002.18 .000 .000 4999.68 3.50 0 .00 38.01 41.50 .06 .03 .00 5002.20 .0 1.8 1.3 5002.20 000 .000 4999.70 3.47 0 .00 33.05 36.53 .06 .07 .00 5002.33 .0 1.8 1.3 5002.33 000 .000 4999.83 3.76 0 .00 32.48 36.24 .07 .14 .00 5002.53 .0 1.8 1.3 5002.53 .000 .000 5000.03 4.05 0 .00 31.91 35.95 .08 .16 .00 5002.73 .0 1.8 1.3 5002.73 .000 .000 5000.23 4.24 0 .00 31.52 35.76 PAGE 13 0114AR95 10:17:30 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV G GLOB GCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 1325.000 1325.000 1.42 5001.85 .00 .00 5001.93 .08 .17 .00 5002.93 83.0 .0 83.0 .0 .0 36.2 .0 1.8 1.3 5002.93 .22 .00 2.29 .00 .000 .060 .000 .000 5000.43 4.36 .007169 25. 25. 25. 1 0 0 .00 31.29 35.64 *SECNO 1350.000 1350.000 1.40 5002.03 .00 .00 5002.11 .08 .18 .00 5003.13 83.0 .0 83.0 .0 .0 35.5 .0 1.9 1.4 5003.13 .22 .00 2.34 .00 .000 .060 .000 .000 5000.63 4.44 .007564 25. 25. 25. 0 0 0 .00 31.12 35.56 *SECNO 1375.000 1375.000 1.39 5002.22 .00 .00 5002.31 .09 .19 .00 5003.33 83.0 .0 83.0 .0 .0 35.3 .0 1.9 1.4 5003.33 .22 .00 2.35 .00 .000 .060 .000 .000 5000.83 4.47 .007708 25. 25. 25. 0 0 0 .00 31.06 35.53 *SECNO 1404.000 1404.000 1.38 5002.44 .00 .00 5002.53 .09 .22 .00 5003.56 83.0 .0 83.0 .0 .0 35.2 .0 1.9 1.4 5003.56 .23 .00 2.36 .00 .000 .060 .000 .000 5001.06 4.48 .007756 29. 29. 29. 0 0 0 .00 31.04 35.52 T1 WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA,INC. 3/1/1995 T2 SWALE RE -ANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT 8 SPRING CREEK T3 S=0.30% G100*1.33=186 cfs FILE: WTRS-WTO.DAT J1 ICHECK ING NINV IDIR STRT METRIC HVINS G WSEL FG 3 0 0 4997.82 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 01KAR95 10:17:30 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB OCH OR08 ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC ' *PROF 2 0 CCHV= .100 CEHV= .300 *SECNO 1.000 1.000 1.82 4997.82 .00 4997.82 4997.87 ' 186.0 .0 186.0 .0 .0 100.9 .00 .00 1.84 .00 .000 .060 ' .002861 0. 0. 0. 0 0 *SECNO 25.000 ' 25.000 1.82 4997.89 .00 .00 4997.94 186.0 .0 186.0 .0 .0 100.7 .00 .00 1.85 .00 - .000 .060 ' 002882 25. 25. 25. 0 0 *SECNO 50.000 ' 50.000 1.81 4997.96 .00 .00 4998.02 186.0 .0 186.0 .0 .0 100.5 .01 .00 1.85 .00 .000 .060 t002901 25. 25. 25. 0 0 *SECND 75.000 ' 75.000 1.81 4998.04 .00 .00 4998.09 186.0 .0 186.0 .0 .0 100.3 .01 .00 1.85 .00 .000 .060 ' 002914 25. 25. 25. 0 0 *SECNO 100.000 100.000 1.81 4998.11 .00 .00 4998.16 186.0 .0 186.0 .0 .0 100.2 .00 1.86 .00 .000 .060 '01 .002925 25. 25. 25. 0 0 '*SECNO 125.000 125.000 1.81 4998.18 .00 .00 4998.24 186.0 .0 186.0 .0 .0 100.1 .00 1.86 .00 .000 .060 '02 .002938 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .05 .00 .00 4999.00 .0 .0 .0 4999.00 000 .000 4996.00 3.54 0 .00 60.92 64.46 .05 .07 .00 4999.08 .0 .1 .0 4999.08 000 .000 4996.08 3.55 0 .00 60.90 64.45 .05 .07 .00 4999.15 .0 .1 .1 4999.15 000 .000 4996.15 3.56 0 .00 60.88 64.44 .05 .07 .00 4999.23 .0 .2 .1 4999.23 000 .000 4996.23 3.57 0 .00 60.86 64.43 .05 .07 .00 4999.30 .0 .2 .1 4999.30 000 .000 4996.30 3.58 0 .00 60.85 64.42 .05 .07 .00 4999.38 .0 .3 .2 4999.38 000 .000 4996.38 3.58 0 .00 60.83 64.42 PAGE 15 01MAR95 10:17:50 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWIO ENDST *SECNO 150.000 150.000 1.80 4998.26 .00 .00 4998.31 .05 .07 .00 4999.45 186.0 .0 186.0 .0 .0 100.0 .0 .3 .2 4999.45 .02 .00 1.86 .00 .000 .060 .000 .000 4996.45 3.59 .002946 25. 25. 25. 0 0 0 .00 60.83 64.41 *SECNO 175.000 175.000 1.80 4998.33 .00 .00 4998.38 .05 .07 .00 4999.53 186.0 .0 186.0 .0 .0 99.9 .0 .4 .2 4999.53 .03 .00 1.86 .00 .000 .060 .000 .000 4996.53 3.59 .002952 25. 25. 25. 0 0 0 .00 60.82 64.41 *SECNO 200.000 200.000 1.81 4998.41 .00 .00 4998.44 .03 .06 .00 4999.60 144.0 .0 144.0 .0 .0 99.8 .0 .5 .3 4999.60 .03 .00 1.44 .00 .000 .060 .000 .000 4996.60 3.59 .001774 25. 25. 25. 0 0 0 .00 60.81 64.41 *SECNO 225.000 225.000 1.78 4998.46 .00 .00 4998.49 .03 .04 .00 4999.68 144.0 .0 144.0 .0 .0 98.9 .0 .5 .3 4999.68 .04 .00 1.46 .00 .000 .060 .000 .000 4996.68 3.64 .001826 25. 25. 25. 1 0 0 .00 60.72 64.36 *SECNO 250.000 250.000 1.75 4998.50 .00 .00 4998.54 .03 .05 .00 4999.75 144.0 .0 144.0 .0 .0 96.7 .0 .6 .3 4999.75 .04 .00 1.49 .00 .000 .060 .000 .000 4996.75 3.75 .001961 25. 25. 25. 0 0 0 .00 60.50 64.25 *SECNO 275.000 275.000 1.72 4998.55 .00 .00 4998.60 .04 .06 .00 4999.83 144.0 .0 1".0 .0 .0 86.3 .0 .6 .4 4999.83 .04 .00 1.67 .00 .000 .060 .000 .000 4996.83 3.84 .002546 25. 25. 25. 0 0 0 .00 55.32 59.16 PAGE 16 01MAR95 10:17:30 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O GLOB OCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWID ENDST ' *SECNO 300.000 300.000 1.71 4998.62 .00 .00 4998.66 .04 .06 .00 4999.91 144.0 .0 144.0 .0 .0 85.3 .0 .7 .4 4999.91 ' .05 .00 1.69 .00 .000 .060 .000 .000 4996.91 3.89 .002635 25. 25. 25. 0 0 0 .00 55.22 59.11 *SECNO 325.000 325.000 1.70 4998.611 .00 .00 4998.73 .04 .07 .00 4999.98 144.0 .0 1".0 .0 .0 85.2 .0 .7 .4 4999.98 .05 .00 1.69 .00 .000 .060 .000 .000 4996.98 3.90 .002648 25. 25. 25. 0 0 0 .00 55.20 59.10 *SECNO 350.000 350.000 1.69 4998.75 .00 .00 4998.79 .04 .07 .00 5000.06 ' 144.0 .0 144.0 .0 .0 84.7 .0 .8 .5 5000.06 .06 .00 1.70 .00 .000 .060 .000 .000 4997.06 3.92 .002692 1 25. 25, 25, 0 0 0 .00 55.15 59.08 *SECNO 375.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 375.000 1.68 4998.81 .00 .00 4998.90 .08 .09 .01 4999.63 ' 1".0 .0 1".0 .0 .0 61.9 .0 .8 .5 4999.63 .06 .00 2.33 .00 .000 .060 .000 .000 4997.13 3.26 .005576 25. 25. 25. 0 0 0 .00 43.48 46.74 *SECNU 400.000 400.000 1.75 4998.95 .00 .00 4999.03 .08 .13 .00 4999.71 ' 144.0 .0 1".0 .0 .0 64.6 .0 .9 .5 4999.71 .06 .00 2.23 .00 .000 .060 .000 .000 4997.21 3.01 ' 004914 25, 25. 25, 2 0 0 .00 43.97 46.99 *SECNO 425.000 1� 425.000 1.79 4999.08 .00 .00 4999.15 .07 .12 .00 4999.78 ' 144.0 .0 144.0 .0 .0 67.1 .0 .9 .6 4999.78 .07 .00 2.15 .00 .000 .060 .000 .000 4997.28 2.79 ' 004386 25. 25. 25. 0 0 0 .00 44.43 47.21 0114AR95 10:17:30 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 GLOB OCH OROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 450.000 450.000 1.83 4999.18 .00 .00 4999.25 .07 .11 .00 4999.86 144.0 .0 144.0 .0 .0 68.6 .0 .9 .6 4999.86 .07 .00 2.10 .00 .000 .060 .000 .000 4997.36 2.66 .004119 25. 25. 25. 0 0 0 .00 44.69 47.34 *SECNO 475.000 475.000 1.86 4999.29 .00 .00 4999.35 .07 .10 .00 4999.93 144.0 .0 144.0 .0 .0 69.7 .0 1.0 .6 4999.93 .07 .00 2.07 .00 .000 .060 .000 .000 4997.43 2.56 .003931 25. 25. 25. 0 0 0 .00 44.88 47.44 *SECNO 500.000 500.000 1.88 4999.39 .00 .00 4999.45 .06 .10 .00 5000.01 144.0 .0 144.0 .0 .0 70.6 .0 1.0 .6 5000.01 .08 .00 2.04 .00 .000 .060 .000 .000 4997.51 2.47 .003774 25. 25. 25. 0 0 0 .00 45.05 47.53 *SECNO 525.000 525.000 1.90 4999.48 .00 .00 4999.54 .06 .09 .00 5000.08 144.0 .0 1".0 .0 .0 71.5 .0 1.0 .7 5000.08 .08 .00 2.01 .00 .000 .060 .000 .000 4997.58 2.40 .003641 25. 25. 25. 0 0 0 .00 45.21 47.60 *SECNO 550.000 550.000 1.91 4999.57 .00 .00 4999.63 .06 .09 .00 5000.16 144.0 .0 144.0 .0 .0 72.2 .0 1.1 .7 5000.16 . .08 .00 1.99 .00 .000 .060 .000 .000 4997.66 2.33 .003537 25. 25. 25. 0 0 0 .00 45.33 47.67 *SECNO 575.000 575.000 1.93 4999.66 .00 .00 4999.72 .06 .09 .00 5000.23 144.0 .0 144.0 .0 .0 72.8 .0 1.1 .7 5000.23 .09 .00 1.98 .00 .000 .060 .000 .000 4997.73 2.28 .003455 25. 25. 25. 0 0 0 .00 45.43 47.72 01KAR95 10:17:30 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB OCH OROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IN *SECNO 600.000 600.000 1.94 4999.75 .00 .00 4999.81 1".0 .0 1".0 .0 .0 73.3 ' .09 .00 1.97 .00 .000 .060 .003388 25. 25. 25. 0 0 ' *SECNO 625.000 625.000 1.95 4999.83 .00 .00 4999.89 ' 1".0 .0 144.0 .0 .0 73.7 .09 .00 1.95 .00 .000 .060 .003331 25. 25. 25. 0 0 *SECNO 650.000 650.000 1.96 4999,91 .00 .00 4999.97 ' 1".0 .0 1".0 .0 .0 74.1 .10 .00 1.94 .00 .000 .060 .003281 25. 25. 25. 0 0 *SECNO 675.000 675.000 1.96 5000.00 .00 .00 5000.05 ' 1".0 .0 144.0 .0 .0 74.3 .10 .00 1.94 .00 .000 .060 003243 25, 25. 25, 0 0 *SECNO 700.000 700.000 1.97 5000.08 .00 .00 5000.13 144.0 .0 1".0 .0 .0 74.6 . .10 .00 1.93 .00 .000 .060 ' 003209 25. 25. 25. 0 0 *SECNO 725.000 ' 725.000 1.97 5000.16 .00 .00 5000.21 1".0 .0 1".0 .0 .0 74.8 .11 .00 1.92 .00 .000 .060 ' 003181 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .06 .09 .00 5000.31 .0 1.2 .7 5000.31 .000 .000 4997.81 2.24 0 .00 45.52 47.76 .06 .08 .00 5000.38 .0 1.2 .8 5000.38 .000 .000 4997.88 2.20 0 .00 45.59 47.80 .06 .08 .00 5000.46 .0 1.3 .8 5000.46 000 .000 4997.96 2.17 0 .00 45.66 47.83 .06 .08 .00 5000.53 .0 1.3 .8 5000.53 .000 .000 4998.03 2.14 0 .00 45.71 47.86 .06 .08 .00 5000.61 .0 1.3 .8 5000.61 .000 .000 4998.11 2.12 0 .00 45.76 47.88 .06 .08 .00 5000.68 .0 1.4 .9 5000.68 000 .000 4998.18 2.10 0 .00 45.80 47.90 PAGE 19 01MAR95 10:17:30 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLDS OCH OROS ALOB ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOSL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 750.000 750.000 1.99 5000.24 .00 .00 5000.29 .05 .07 .00 5000.75 112.0 .0 112.0 .0 .0 65.5 .0 1.4 .9 5000.75 .11 .00 1.71 .00 .000 .060 .000 .000 4998.25 2.05 .002589 25. 25. 25. 0 0 0 .00 40.89 42.95 *SECNO 775.000 775.000 1.98 5000.31 .00 .00 5000.35 .05 .06 .00 5000.83 112.0 .0 112.0 .0 .0 65.6 .0 1.5 .9 5000.83 .12 .00 1.71 .00 .000 .060 .000 .000 4998.33 2.04 .002576 25. 25. 25. 0 0 0 .00 40.92 42.96 *SECNO 800.000 800.000 1.97 5000.37 .00 .00 5000.42 .05 .07 .00 5000.90 112.0 .0 112.0 .0 .0 64.8 .0 1.5 .9 5000.90 .12 .00 1.73 .00 .000 .060 .000 .000 4998.40 2.12 .002664 25. 25. 25. 0 0 0 .00 40.77 42.88 *SECNO 825.000 825.000 1.96 5000." .00 .00 5000.49 .05 .07 .00 5000.98 112.0 .0 112.0 .0 .0 64.4 .0 1.5 1.0 5000.98 .12 .00 1.74 .00 .000 .060 .000 .000 4998.48 2.15 .002710 25. 25. 25. 0 0 0 .00 40.70 42.85 *SECNO 850.000 850.000 1.96 5000.51 .00 .00 5000.55 .05 .07 .00 5001.05 112.0 .0 112.0 .0 .0 64.2 .0 1.6 1.0 5001.05 . .13 .00 1.74 .00 .000 .060 .000 .000 4998.55 2.18 .002742 25. 25. 25. 0 0 0 .00 40.64 42.82 *SECNO 875.000 875.000 1.95 5000.58 .00 .00 5000.62 .05 .07 .00 5001.13 112.0 .0 112.0 .0 .0 63.9 .0 1.6 1.0 5001.13 .13 .00 1.75 .00 .000 .060 .000 .000 4998.63 2.20 .002774 25. 25. 25. 0 0 0 .00 40.59 42.80 01MAR95 1 10:17:30 SECNO DEPTH CWSEL O OLDS OCH ' TIME VLOB VCH SLOPE XLOBL XLCH ' *SECNO 900.000 900.000 1.94 5000.65 112.0 .0 112.0 ' .14 .00 1.76 .002807 25. 25. t*SECNO 925.000 925.000 1.94 5000.71 112.0 .0 112.0 .14 .00 1.76 .002830 25. 25. *SECNO 950.000 950.000 1.93 5000.79 ' 112.0 .0 112.0 .14 .00 1.77 .002856 25. 25. *SECNO 975.000 975.000 1.93 5000.86 ' 112.0 .0 112.0 .15 .00 1.77 ' 002874 25. 25. *SECNO 1000.000 ' 1000.000 1.93 5000.93 112.0 .0 112.0 ..15 .00 1.78 002890 25. 25. 1025.000 '*SECNO 1025.000 1.92 5001.00 112.0 .0 112.0 .16 .00 1.78 ' 002903 25. 25. CRIWS WSELK EG HV HL OLOSS L-BANK ELEV OROB ALOE ACH ARDS VOL TWA R-BANK ELEV VROB XNL XNCH XNR WTN ELMIN SSTA XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .00 .00 5000.69 .05 .07 .00 5001.20 .0 .0 63.7 .0 1.6 1.0 5001.20 .00 .000 .060 .000 .000 4998.70 2.23 25. 0 0 0 .00 40.54 42.77 .00 .00 5000.76 .05 .07 .00 5001.28 .0 .0 63.5 .0 1.7 1.1 5001.28 .00 .000 .060 .000 .000 4998.78 2.25 25. 0 0 0 .00 40.51 42.75 .00 .00 5000.83 .05 .07 .00 5001.35 .0 .0 63.3 .0 1.7 1.1 5001.35 .00 .000 .060 .000 .000 4998.85 2.27 25. 0 0 0 .00 40.47 42.73 .00 .00 5000.91 .05 .07 .00 5001.43 .0 .0 63.2 .0 1.8 1.1 5001.43 .00 .000 .060 .000 .000 4998.93 2.28 25. 0 0 0 .00 40.44 42.72 .00 .00 5000.98 .05 .07 .00 5001.50 .0 .0 63.0 .0 1.8 1.1 5001.50 .00 .000 .060 .000 .000 4999.00 2.29 25. 0 0 0 .00 40.42 42.71 .00 .00 5001.05 .05 .07 .00 5001.58 .0 .0 62.9 .0 1.8 1.1 5001.58 .00 .000 .060 .000 .000 4999.08 2.30 25. 0 0 0 .00 40.40 42.70 PAGE 21 01MAR95 10:17:30 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH OROB ALOB ACH AR08 VOL TWA R-BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 1050.000 1050.000 1.92 5001.07 .00 .00 5001.12 .05 .07 .00 5001.65 112.0 .0 112.0 .0 .0 62.8 .0 1.9 1.2 5001.65 .16 .00 1.78 .00 .000 .060 .000 .000 4999.15 2.31 .002922 25. 25. 25. 0 0 0 .00 40.37 42.69 *SECNO 1075.000 1075.000 1.92 5001.15 .00 .00 5001.20 .05 .07 .00 5001.73 112.0 .0 112.0 .0 .0 62.7 .0 1.9 1.2 5001.73 .16 .00 1.79 .00 .000 .060 .000 .000 4999.23 2.32 .002932 25. 25. 25. 0 0 0 .00 40.36 42.68 *SECNO 1100.000 1100.000 1.92 5001.22 112.0 .0 112.0 .17 .00 1.79 .002940 25. 25. *SECNO 1125.000 1125.000 1.92 5001.29 112.0 .0 112.0 .17 .00 1.79 .002954 25. 25. *SECNO 1150.000 1150.000 1.91 5001.37 112.0 .0 112.0 18 .00 1.79 .002959 25. 25. *SECNO 1175.000 1175.000 1.91 5001.44 112.0 .0 112.0 .18 .00 1.79 .002967 25. 25. .00 .00 5001.27 .05 .0 .0 62.7 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 5001.34 .05 .0 .0 62.6 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 5001.42 .05 .0 .0 62.5 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 5001.49 .05 .0 .0 62.5 .0 .00 .000 .060 .000 25. 0 0 0 .07 .00 5001.80 1.9 1.2 5001.80 000 4999.30 2.33 .00 40.34 42.67 .07 .00 5001.88 2.0 1.2 5001.88 000 4999.38 2.34 .00 40.32 42.66 .07 .00 5001.95 2.0 1.3 5001.95 000 4999.45 2.34 .00 40.32 42.66 .07 .00 5002.03 2.0 1.3 5002.03 .000 4999.53 2.35 .00 40.30 42.65 2 I 0114AR95 10:17:30 1 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB CCH GROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1 *SECNO 1200.000 1200.000 1.91 5001.52 .00 .00 5001.57 112.0 .0 112.0 .0 .0 62.4 ' .18 .00 1.79 .00 .000 .060 .002970 25. 25. 25. 0 0 ' *SECNO 1225.000 1225.000 1.91 5001.59 .00 .00 5001.64 ' 112.0 .0 112.0 .0 .0 62.4 .19 .00 1.79 .00 .000 .060 .002976 25. 25. 25. 0 0 1 *SECNO 1234.000 1234,000 1.91 5001,61 .00 .00 5001,68 ' 110.0 .0 110.0 .0 .0 53.0 .19 .00 2.07 .00 .000 .060 .004153 1 9. 9. 9. 0 0 *SECNO 1250.000 1250.000 1.85 5001.68 .00 .00 5001.75 ' 110.0 .0 110.0 .0 .0 50.2 .19 .00 2.19 .00 .000 .060 .004855 16. 16, 16, 0 0 *SECNO 1275.000 1275.000 1.77 5001.80 .00 .00 5001.88 110.0 .0 110.0 .0 .0 47.8 ' .19 .00 2.30 .00 .000 .060 t005609 25. 25. 25. 1 0 *SECNO 1300.000 1300.000 1.71 5001.95 .00 .00 5002.03 110.0 .0 110.0 .0 .0 45.8 .20 .00 2.40 .00 .000 .060 ' 006322 1 1 1 25. 25. 25. 1 0 HV HL GLOSS L-BANK ELEV ARDS VOL TWA R-BANK ELEV XNR WIN ELMIN SSTA ICONT CORAR TOPWID ENDST .05 .07 .00 5002.10 .0 2.1 1.3 5002.10 .000 .000 4999.60 2.35 0 .00 40.30 42.65 .05 .07 .00 5002.18 .0 2.1 1.3 5002.18 .000 .000 4999.68 2.35 0 .00 40.29 42.65 .07 .03 .01 5002.20. .0 2.1 1.3 5002.20 000 .000 4999.70 2.33 0 .00 35.34 37.67 .07 .07 .00 5002.33 .0 2.1 1.4 5002.33 .000 .000 4999.83 2.65 0 .00 34.70 37.35 .08 .13 .00 5002.53 .0 2.2 1.4 5002.53 .000 .000 5000.03 2.94 0 .00 34.13 37.06 .09 .15 .00 5002.73 .0 2.2 1.4 5002.73 000 .000 5000.23 3.17 0 .00 33.67 36.83 PAGE 23 01MAR95 10:17:30 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OL08 OCH OROS ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 1325.000 1325.000 1.68 5002.11 .00 .00 5002.20 .09 .16 .00 5002.93 110.0 .0 110.0 .0 .0 44.6 .0 2.2 1.4 5002.93 .20 .00 2.47 .00 .000 .060 .000 .000 5000.43 3.32 .006868 25. 25. 25. 1 0 0 .00 33.36 36.68 "SECNO 1350.000 1350.000 1.65 5002.28 .00 .00 5002.38 .10 .18 .00 5003.13 110.0 .0 110.0 .0 .0 43.6 .0 2.3 1.4 5003.13 .20 .00 2.53 .00 .000 .060 .000 .000 5000.63 3.44 .007331 25. 25. 25. 0 0 0 .00 33.12 36.56 'SECNO 1375.000 1375.000 1.63 5002.46 .00 .00 5002.57 .10 .19 .00 5003.33 110.0 .0 110.0 .0 .0 43.1 .0 2.3 1.5 5003.33 .20 .00 2.55 .00 .000 .060 .000 .000 5000.83 3.49 .007556 25. 25. 25. 0 0 0 .00 33.01 36.51 •SECNO 1404.000 1404.000 1.62 5002.69 .00 .00 5002.79 .10 .22 .00 5003.56 110.0 .0 110.0 .0 .0 42.9 .0 2.3 1.5 5003.56 .21 .00 2.56 .00 .000 .060 .000 .000 5001.06 3.52 .007672 29. 29. 29. 0 0 0 .00 32.96 36.48 01MAR95 1 10:17:30 PAGE 25 ' THIS RUN EXECUTED 01MAR95 10:17:35 ►►►f►►►►:fffffffffffff►►►ffffffeff:fe HEC-2 WATER SURFACE PROFILES ' Version 4.6.0; February 1991 f f ff►ffff►Nf f ffffft►tf f fff f f fffNff f NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST S=0.30% C=140 cfs ' SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN O CWSEL CRIWS EG 10*KS VCH AREA .01K 1.000 .00 .00 .00 4996.00 140.00 4997.50 .00 4997.55 31.29 1.71 81.75 25.03 1.000 .00 .00 .00 4996.00 186.00 4997.82 .00 4997.87 28.61 1.84 100.93 34.77 25.000 25.00 .00 .00 4996.08, 140.00 4997.58 .00 4997.62 31.09 1.71 81.92 25.11 25.000 25.00 .00 .00 4996.08 . 186.00 4997.89 .00 4997.94 28.82 1.85 100.69 34.65 ' 50.000 25.00 .00 .00 4996.15 140.00 4997.66 .00 4997.70 30.88 1.71 82.10 25.19 50.000 25.00 .00 .00 4996.15 186.00 4997.96 .00 4998.02 29.01 1.85 100.48 34.54 ' 75.000 25.00 .00 .00 4996.23 140.00 4997.73 .00 4997.78 30.71 1.70 82.24 25.26 75.000 25.00 .00 .00 4996.23 186.00 4998.04 .00 4998.09 29.14 1.85 100.33 34.46 ' 100.000 25.00 .00 .00 4996.30 140.00 4997.81 .00 4997.85 30.61 1.70 82.33 25.30 100.000 25.00 .00 .00 4996.30 186.00 4998.11 .00 4998.16 29.25 1.86 100.21 34.39 ' 125.000 25.00 .00 .00 4996.38 140.00 4997.89 .00 4997.93 30.54 1.70 82.38 25.33 125.000 25.00 .00 .00 4996.38 186.00 4998.18 .00 4998.24 29.38 1.86 100.06 34.31 150.000 25.00 .00 .00 4996.45 140.00 4997.96 .00 4998.01 30.44 1.70 82.47 25.37 150.000 25.00 .00 .00 4996.45 186.00 4998.26 .00 4998.31 29.46 1.86 99.98 34.27 175.000 25.00 .00 .00 4996.53 140.00 4998.04 .00 4998,08 30.41 1.70 82.50 25.39 175.000 t 25.00 .00 .00 4996.53 186.00 4998.33 .00 4998.38 29.52 1.86 99.92 34.23 200.000 25.00 .00 .00 4996.60 109.00 4998.12 .00 4998.15 18.39 1.32 82.56 25.42 t200.000 25.00 .00 .00 4996.60 144.00 4998.41 .00 4998.44 17.74 1.44 99.83 34.19 225.000 25.00 .00 .00 4996.68 109.00 4998.17 .00 4998.19 19.14 1.34 81.52 24.92 ' 225.000 25.00 .00 .00 4996.68 144.00 4998.46 .00 4998.49 18.26 1.46 98.91 33.70 250.000 25.00 .00 .00 4996.75 109.00 4998.21 .00 4998.24 20.79 1.37 79.39 23.90 t250.000 1 25.00 .00 .00 4996.75 144.00 4998,50 .00 4998,54 19.61 1.49 96.66 32.51 01MAR95 10:17:30 SECNO XLCH 275.000 275.000 300.000 300.000 325.000 325.000 350.000 350.000 * 375.000 * 375.000 400.000 400.000 425.000 425.000 450.000 450.000 475.000 475.000 500.000 500.000 525.000 525.000 550.000 550.000 575.000 575.000 600.000 600.000 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 ELTRD .00 .00 00 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 00 00 00 00 00 00 00 00 625.000 25.00 .00 625.000 25.00 .00 650.000 25.00 .00 650.000 25.00 .00 675.000 25.00 .00 675.000 25.00 .00 ELLC ELMIN 0 CWSEL .00 4996.83 109.00 4998.27 .00 4996.83 144.00 4998.55 .00 4996.91 109.00 4998.34 .00 4996.91 144.00 4998.62 .00 4996.98 109.00 4998.41 .00 4996.98 144.00 4998.68 .00 4997.06 109.00 4998.48 .00 4997.06 144.00 4998.75 .00 4997.13 109.00 4998.55 .00 4997.13 144.00 4998.81 .00 4997.21 109.00 4998.69 .00 4997.21 144.00 4998.95 .00 4997.28 109.00 4998.81 .00 4997.28 144.00 4999.08 .00 4997.36 109.00 4998.92 .00 4997.36 144.00 4999.18 .00 4997.43 109.00 4999.02 .00 4997.43 144.00 4999.29 .00 4997.51 109.00 4999.12 .00 4997.51 144.00 4999.39 .00 4997.58 109.00 4999.21 .00 4997.58 144.00 4999.48 .00 4997.66 109.00 4999.30 .00 4997.66 144.00 4999.57 .00 4997.73 109.00 4999.39 .00 4997.73 144.00 4999.66 .00 4997.81 109.00 4999.47 .00 4997.81 144.00 4999.75 .00 4997.88 109.00 4999.56 .00 4997.88 144.00 4999.83 .00 4997.96 109.00 4999.64 .00 4997.96 144.00 4999.91 .00 4998.03 109.00 4999.72 .00 4998.03 144.00 5000.00 PAGE 26 CRIWS EG 10*KS VCH AREA .01K .00 4998.30 27.13 1.54 70.68 20.93 .00 4998.60 25.46 1.67 86.26 28.54 , .00 4998.37 27.86 1.56 70.08 20.65 .00 4998.66 26.35 1.69 85.32 28.05 ' .00 4998.44 27.73 1.55 70.18 20.70 .00 4998.73 26.48 1.69 85.18 27.99 ' .00 4998.51 28.09 1.56 69.89 20.57 .00 4998.79 26.92 1.70 84.72 27.75 ' .00 4998.62 58.93 2.16 50.46 14.20 .00 4998.90 55.76 2.33 61.91 19.28 ' .00 4998.76 49.52 2.04 53.47 15.49 .00 4999.03 49.14 2.23 64.60 20.54 .00 4998.87 43.74 1.96 55.73 16.48 ' .00 4999.15 43.86 2.15 67.12 21.74 .00 4998.98 40.45 1.91 57.20 17.14 ' .00 4999.25 41.19 2.10 68.56 22.44 .00 4999.08 38.53 1.87 58.14 17.56 , .00 4999.35 39.31 2.07 69.65 22.97 .00 4999.17 37.00 1.85 58.93 17.92 ' .00 4999.45 37.74 2.04 70.62 23.44 .00 4999.26 35.70 1.83 59.65 18.24 .00 4999.54 36.41 2.01 71.48 ' 23.86 .00 4999.35 34.66 1.81 60.24 18.51 .00 4999.63 35.37 1.99 72.19 24.21 ' .00 4999.44 33.88 1.80 60.70 18.73 .00 4999.72 34.55 1.98 72.76 24.50 ' .00 4999.52 33.25 1.78 61.08 18.90 .00 4999.81 33.88 1.97 73.25 24.74 ' .00 4999.60 32.68 1.77 61.44 19.07 .00 4999.89 33.31 1.95 73.67 24.95 .00 4999.69 32.25 1.T7 61.72 19.20 ' .00 4999.97 32.81 1.94 74.05 25.14 .00 4999.77 31.92 1.76 61.93 19.29 t .00 5000.05 32.43 1.94 74.34 25.29 01HAR95 10:17:30 PAGE 27 SECNO XLCH ELTRD ELLC ELKIN 0 CWSEL CRIWS EG 10`KS VCH AREA .01K 700.000 25.00 .00 .00 4998.11 109.00 4999.80 .00 4999.84 31.66 1.76 62.10 19.37 700.000 25.00 .00 .00 4998.11 144.00 5000.08 .00 5000.13 32.09 1.93 74.61 25.42 725.000 25.00 .00 .00 4998.18 109.00 4999.88 .00 4999.92 31.37 1.75 62.29 19.46 725.000 25.00 .00 .00 4998.18 144.00 5000.16 .00 5000.21 31.81 1.92 74.83 25.53 750.000 25.00 .00 .00 4998.25 84.00 4999.96 .00 5000.00 25.24 1.55 54.24 16.72 750.000 25.00 .00 .00 4998.25 112.00 5000.24 .00 5000.29 25.89 1.71 65.46 22.01 775.000 25.00 .00 .00 4998.33 84.00 5000.02 .00 5000.06 25.26 1.55 54.22 16.71 775.000 25.00 .00 .00 4998.33 112.00 5000.31 .00 5000.35 25.76 1.71 65.58 22.07 800.000 25.00 .00 .00 4998.40 84.00 5000.08 .00 5000.12 26.35 1.57 53.45 16.36 800.000 25.00 .00 .00 4998.40 112.00 5000.37 .00 5000.42 26.64 1.73 64.82 21.70 825.000 25.00 .00 .00 4998.48 84.00 5000.15 .00 5000.19 26.93 1.58 53.05 16.19 825.000 25.00 .00 .00 4998.48 112.00 5000.44 .00 5000.49 27.10 1.74 64.44 21.51 850.000 25.00 .00 .00 4998.55 84.00 5000.22 .00, 5000.26 27.33 1.59 52.79 16.07 850.000 25.00 .00 .00 4998.55 112.00 5000.51 .00 5000.55 27.42 1.74 64.19 21.39 875.000 25.00 .00 .00 4998.63 84.00 5000.29 .00 5000.33 27.70 1.60 52.55 15.96 875.000 25.00 .00 .00 4998.63 112.00 5000.58 .00 5000.62 27.74 1.75 63.93 21.26 900.000 25.00 .00 .00 4998.70 84.00 5000.36 .00 5000.40 28.02 1.60 52.34 15.87 900.000 25.00 .00 .00 4998.70 112.00 5000.65 .00 5000.69 28.07 1.76 63.67 21.14 925.000 25.00 .00 .00 4998.78 84.00 5000.43 .00 5000.47 28.32 1.61 52.15 15.78 925.000 25.00 .00 .00 4998.78 112.00 5000.71 .00 5000.76 28.30 1.76 63.49 21.05 950.000 25.00 .00 .00 4998.85 84.00 5000.50 .00 5000.54 28.59 1.62 51.99 15.71 950.000 25.00 .00 .00 4998.85 112.00 5000.79 .00 5000.83 28.56 1.77 63.29 20.96 975.000 25.00 .00 .00 4998.93 84.00 5000.57 .00 5000.61 28.80 1.62 51.86 15.65 975.000 25.00 .00 .00 4998.93 112.00 5000.86 .00 5000.91 28.74 1.77 63.16 20.89 1000.000 25.00 .00 .00 4999.00 84.00 5000.64 .00 5000.68 28.99 1.62 51.74 15.60 1000.000 25.00 .00 .00 4999.00 112.00 5000.93 .00 5000.98 28.90 1.78 63.04 20.83 1025.000 25.00 .00 .00 4999.08 84.00 5000.71 .00 5000.76 29.17 1.63 51.63 15.55 1025.000 25.00 .00 .00 4999.08 112.00 5001.00 .00 5001.05 29.03 1.78 62.94 20.79 1050.000 25.00 .00 .00 4999.15 84.00 5000.79 .00 5000.83 29.29 1.63 51.56 15.52 1050.000 25.00 .00 .00 4999.15 112.00 5001.07 .00 5001.12 29.22 1.78 62.80 20.72 1075.000 25.00 .00 .00 4999.23 84.00 5000.86 .00 5000.90 29.39 1.63 51.50 15.50 1075.000 25.00 .00 .00 4999.23 112.00 5001.15 .00 5001.20 29.32 1.79 62.72 20.68 1100.000 25.00 .00 .00 4999.30 84.00 5000.93 .00 5000.98 29.54 1.63 51.41 15.45 1100.000 25.00 .00 .00 4999.30 112.00 5001.22 .00 5001.27 29.40 1.79 62.66 20.65 01MAR95 10:17:30 PAGE 28 SECNO KLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10`KS VCH 1125.000 25.00 .00 .00 4999.38 84.00 5001.01 .00 5001.05 29.61 1.64 1125.000 25.00 .00 .00 4999.38 112.00 5001.29 .00 5001.34 29.54 1.79 1150.000 25.00 .00 .00 4999.45 84.00 5001.08 .00 5001.12 29.70 1.64 1150.000 25.00 .00 .00 4999.45 112.00 5001.37 .00 5001.42 29.59 1.79 1175.000 25.00 .00 .00 4999.53 84.00 5001.16 .00 5001.20 29.73 1.64 1175.000 25.00 .00 .00 4999.53 112.00 5001.44 .00 5001.49 29.67 1.79 1200.000 25.00 .00 .00 4999.60 84.00 5001.23 .00 5001.27 29.80 1.64 1200.000 25.00 .00 .00 4999.60 112.00 5001.52 .00 5001.57 29.70 1.79 1225.000 25.00 .00 .00 4999.68 84.00 5001.30 .00 5001.35 29.86 1.64 1225.000 25.00 .00 .00 4999.68 112.00 5001.59 .00 5001.64 29.76 1.79 1234.000 9.00 .00 .00 4999.70 83.00 5001.33 .00 5001.38 42.55 1.92 1234.000 9.00 .00 .00 4999.70 110.00 5001.61 .00 5001.68 41.53 2.07 1250.000 16.00 .00 .00 4999.83 83.00 5001.40 .00 5001.46 50.06 2.03 1250.000 16.00 .00 .00 4999.83 110.00 5001.68 .00 5001.75 48.55 2.19 1275.000 25.00 .00 .00 5000.03 83.00 5001.53 .00 5001.60 59.24 2.15 1275.000 25.00 .00 .00 5000.03 110.00 5001.80 .00 5001.88 56.09 2.30 1300.000 25.00 .00 .00 5000.23 83.00 5001.68 .00 5001.76 66.61 2.24 1300.000 25.00 .00 .00 5000.23 110.00 5001.95 .00 5002.03 63.22 2.40 1325.000 25.00 .00 .00 5000.43 83.00 5001.85 .00 5001.93 71.69 2.29 1325.000 25.00 .00 .00 5000.43 110.00 5002.11 .00 5002.20 68.68 2.47 1350.000 25.00 .00 .00 5000.63 83.00 5002.03 .00 5002.11 75.64 2.34 1350.000 25.00 .00 .00 5000.63 110.00 5002.28 .00 5002.38 73.31 2.53 1375.000 25.00 .00 .00 5000.83 83.00 5002.22 .00 5002.31 77.08 2.35 1375.000 25.00 .00 .00 5000.83 110.00 5002.46 .00 5002.57 75.56 2.55 1404.000 29.00 .00 .00 5001.06 83.00 5002.44 .00 5002.53 77.56 2.36 1404.000 29.00 .00 .00 5001.06 110.00 5002.69 .00 5002.79 76.72 2.56 AREA .01K 51.37 15.44 , 62.57 20.61 51.32 15.41 t 62.53 20.59 51.30 15.40 62.47 20.56 ' 51.26 15.39 62.45 20.55 ' 51.22 15.37 62.41 20.53 ' 43.27 12.72 53.04 17.07 40.92 11.73 ' 50.24 15.79 38.63 10.78 ' 47.78 14.69 37.11 10.17 ' 45.85 13.83 36.19 9.80 ' 44.55 13.27 35.53 9.54 ' 43.56 12.85 35.30 9.45 43.11 12.65 ' 35.23 9.42 42.89 12.56 ' t 01MAR95 10:17:30 1 S=0.30% 0=140 cfs ' SUMMARY PRINTOUT TABLE 150 ' SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1.000 140.00 4997.50 .00 .00 .00 59.00 .00 1.000 186.00 4997.82 .32 .00 .00 60.92 .00 25.000 140.00 4997.58 .00 .08 .00 59.02 25.00 ' 25.000 186.00 4997.89 .31 .07 .00 60.90 25.00 50.000 140.00 4997.66 .00 .08 .00 59.04 25.00 50.000 1116.00 4997,96 .31 .07 .00 60.88 25.00 ' 75.000 140.00 4997.73 .00 .08 .00 59.05 25.00 75.000 186.00 4998.04 .30 .07 .00 60.86 25.00 ' 100.000 140.00 4997.81 .00 .08 .00 59.06 25.00 100.000 186.00 4998.11 .30 .07 .00 60.85 25.00 ' 125.000 140.00 4997.89 .00 .08 .00 59.06 25.00 125.000 186.00 4998.18 .30 .07 .00 60.83 25.00 t 150.000 140.00 4997.96 .00 .08 .00 59.07 25.00 150.000 186.00 4998.26 .29 .07 .00 60.83 25.00 175.000 140.00 4998.04 .00 .08 .00 59.08 25.00 ' 175.000 186.00 4998.33 .29 .07 .00 60.82 25.00 200.000 109.00 4998.12 .00 .08 .00 59.08 25.00 200.000 144.00 4998.41 .29 .08 .00 60.81 25.00 225.000 109.00 4998.17 .00 .05 .00 58.98 25.00 ' 225.000 144.00 4998.46 .29 .04 .00 60.72 25.00 250.000 109.00 4998.21 .00 .05 .00 58.76 25.00 ' 250.000 144.00 4998.50 .29 .05 .00 60.50 25.00 275.000 109.00 4998.27 .00 .05 .00 53.60 25.00 275,000 144.00 4998,55 .28 .05 .00 55.32 25.00 300.000 109.00 4998.34 .00 .07 .00 53.53 25.00 300.000 144.00 4998.62 .28 .06 .00 55.22 25.00 325.000 109.00 4998.41 .00 .07 .00 53.55 25.00 325.000 144.00 4998.68 .28 .07 .00 55.20 25.00 ' 350.000 109.00 4998.48 .00 .07 .00 53.51 25.00 350.000 144.00 4998.75 .27 .07 .00 55.15 25.00 '* 375.000 109.00 4998.55 .00 .07 .00 41.32 25.00 * 375.000 144.00 4998.81 .27 .07 .00 43.48 25.00 PAGE 29 0114AR95 10:17:30 PAGE 30 SECNO 0 CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 400.000 109.00 4998.69 .00 .14 .00 41.90 25.00 400.000 144.00 4998.95 .26 .14 .00 43.97 25.00 425.000 109.00 4998.81 .00 .12 .00 42.33 25.00 425.000 144.00 4999.08 .26 .12 .00 44.43 25.00 450.000 109.00 4998.92 .00 .11 .00 42.61 25.00 450.000 144.00 4999.18 .26 .11 .00 44.69 25.00 475.000 109.00 4999.02 .00 .10 .00 42.78 25.00 475.000 144.00 4999.29 .26 .10 .00 44.88 25.00 500.000 109.00 4999.12 .00 .10 .00 42.93 25.00 500.000 144.00 4999.39 .27 .10 .00 45.05 25.00 525.000 109.00 4999.21 .00 .09 .00 43.06 25.00 525.000 144.00 4999.48 .27 .09 .00 45.21 25.00 550.000 109.00 4999.30 .00 .09 .00 43.17 25.00 550.000 144.00 4999.57 .27 .09 .00 45.33 25.00 575.000 109.00 4999.39 .00 .09 .00 43.26 25.00 575.000 144.00 4999.66 .27 .09 .00 45.43 25.00 600.000 109.00 4999.47 .00 .08 .00 43.33 25.00 600.000 144.00 4999.75 .27 .09 .00 45.52 25.00 625.000 109.00 4999.56 .00 .08 .00 43.39 25.00 625.000 144.00 4999.83 .28 .08 .00 45.59 25.00 650.000 109.00 4999.64 .00 .08 .00 43.45 25.00 650.000 144.00 4999.91 .28 .08 .00 45.66 25.00 675.000 109.00 4999.72 .00 .08 .00 43.48 25.00 675.000 144.00 5000.00 .28 .08 .00 45.71 25.00 700.000 109.00 4999.80 .00 .08 .00 43.52 25.00 700.000 144.00 5000.08 .28 .08 .00 45.76 25.00 725.000 109.00 4999.88 .00 .08 .00 43.55 25.00 725.000 144.00 5000.16 .28 .08 .00 45.80 25.00 750.000 84.00 4999.96 .00 .08 .00 38.64 25.00 750.000 112.00 5000.24 .28 .09 .00 40.89 25.00 775.000 84.00 5000.02 .00 .06 .00 38.63 25.00 775.000 112.00 5000.31 .29 .06 .00 40.92 25.00 800.000 84.00 5000.08 .00 .06 .00 38.47 25.00 800.000 112.00 5000.37 .29 .06 .00 40.77 25.00 0114AR95 10:17:30 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 825.000 84.00 5000.15 .00 .07 .00 38.39 25.00 825.000 112.00 5000.44 .29 .07 .00 40.70 25.00 850.000 84.00 5000.22 .00 .07 .00 38.34 25.00 850.000 112.00 5000.51 .29 .07 .00 40.64 25.00 875.000 84.00 5000.29 .00 .07 .00 38.29 25.00 875.000 112.00 5000.58 .29 .07 .00 40.59 25.00 900.000 84.00 5000.36 .00 .07 .00 38.24 25.00 900.000 112.00 5000.65 .29 .07 .00 40.54 25.00 925.000 84.00 5000.43 .00 .07 .00 38.20 25.00 925.000 112.00 5000.71 .29 .07 .00 40.51 25.00 950.000 84.00 5000.50 .00 .07 .00 38.17 25.00 950.000 112.00 5000.79 .29 .07 .00 40.47 25.00 975.000 84.00 5000.57 .00 .07 .00 38.14 25.00 975.000 112.00 5000.86 .29 .07 .00 40.44 25.00 1000.000 84.00 5000.64 .00 .07 .00 38.12 25.00 1000.000 112.00 5000.93 .29 .07 .00 40.42 25.00 1025.000 84.00 5000.71 .00 .07 .00 38.09 25.00 1025.000 112.00 5001.00 .29 .07 .00 40.40 25.00 1050.000 84.00 5000.79 .00 .07 .00 38.08 25.00 1050.000 112.00 5001.07 .29 .07 .00 40.37 25.00 1075.000 84.00 5000.86 .00 .07 .00 38.07 25.00 1075.000 112.00 5001.15 .29 .07 .00 40.36 25.00 1100.000 84.00 5000.93 .00 .07 .00 38.05 25.00 1100.000 112.00 5001.22 .29 .07 .00 40.34 25.00 1125.000 84.00 5001.01 .00 .07 .00 38.04 25.00 1125.000 112.00 5001.29 .29 .07 .00 40.32 25.00 1150.000 84.00 5001.08 .00 .07 .00 38.03 25.00 1150.000 112.00 5001.37 .29 .07 .00 40.32 25.00 1175.000 84.00 5001.16 .00 .07 .00 38.02 25.00 1175.000 112.00 5001.44 .29 .07 .00 40.30 25.00 1200.000 84.00 5001.23 .00 .07 .00 38.02 25.00 1200.000 112.00 5001.52 .29 .07 .00 40.30 25.00 1225.000 84.00 5001.30 .00 .07 .00 38.01 25.00 1225.000 112.00 5001.59 .29 .07 .00 40.29 25.00 0 PAGE 31 O1NAR95 10:17:30 PAGE 32 SECNO G CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1234.000 83.00 5001.33 .00 .02 .00 33.05 9.00 1234.000 110.00 5001.61 .28 .02 .00 35.34 9.00 1250.000 M.00 5001.40 .00 .07 .00 32.48 16.00 1250.000 110.00 5001.68 .28 .07 .00 34.70 16.00 1275.000 83.00 5001.53 .00 .13 .00 31.91 25.00 1275.000 110.00 5001.60 .28 .12 .00 34.13 25.00 1300.000 83.00 5001.68 .00 .15 .00 31.52 25.00 1300.000 110.00 5001.95 .27 .14 .00 33.67 25.00 1325.000 83.00 5001.85 .00 .17 .00 31.29 25.00 1325.000 110.00 5002.11 .26 .16 .00 33.36 25.00 1350.000 83.00 5002.03 .00 .18 .00 31.12 25.00 1350.000 110.00 5002.28 .25 .17 .00 33.12 25.00 1375.000 83.00 5002.22 .00 .19 .00 31.06 25.00 1375.000 110.00 5002.46 .24 .18 .00 33.01 25.00 1404.000 83.00 5002." .00 .22 .00 31.04 29.00 1404.000 110.00 5002.69 .24 .22 .00 32.96 29.00 ' 01MAR95 10:17:30 PAGE 33 ' SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 375.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' WARNING SECND= 375.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE APPENDIX C DISCHARGE EVALUATION LETTER FROM MULHERN MRE ' PATRICK F. MULHERN. P.E. - E DRIVE PRESIDENT ENGLEWOOD. COLORADO 303/649-9857 FAX 799-6361 w� 80112 (�1=CEI�'ED December 1, 1994 DEC 0 2'94 ' -EST, kNC. VIA TELECOPIER - 1-303-223-9115 AND REGULAR MAIL Mr. Steve Human ' TST, Inc. 748 Whalers Way Fort Collins, Colorado 80522 ' Re: CSURF/McCoy Land Swap Dear Steve: ' In follow-up to our recent conversation, I have attached my calculations of drainage design flows with allowances for the discharge of fully developed flows from the McCoy swap parcel and portions of CSURF Site J. All my calculations relate to the Overall Drainage Plan ' map for Windtrail on Spring Creek PUD and the Final Drainage Report for Windtrail PUD, Townhome Site, both prepared by Lidstone and Anderson. ' These calculations provide our best estimates of future fully developed flow conditions and the required channel width to discharge that flow across the easement at McCoy single family home sites. We understand that plan approval for the single family home sites will be based ' upon the estimated discharges contained herein which may vary with actual development. If the actual development creates discharges in excess of these numbers, we understand that detention will be necessary on -site to limit discharges to these peaks. ' I hope this information is sufficient to meet your needs. We would appreciate the opportunity to review the final design for the drainage channel across the single family home ' sites. In addition to this issue, there are a few others that need to be addressed. First, as we discussed, we need to review the location of the proposed sanitary sewer easement across a portion of CSURF Site J. We would prefer that this easement be located on the edge of the drainageway so that the future roadway location is not constrained by this easement. I ' understood you to say that the City would not allow this alternative, but with your permission we would like to pursue this option with the City. Secondly, CSURF has agreed to allow for additional detention area on Site J to accommodate spill -over drainage from the CSURF swap 1 I N C ' Mr. Steve Human December 1, 1994 ' Page 2 parcel. We need to see a document that shows the limits and a plan of the proposed detention, ' and documentation which identifies this area as a wetland per City criteria. Finally, we have previously discussed that drainage swales will be constructed on the ' McCoy swap parcel as part of the requirements for the development of the single family home sites. We would like to provide specific input as to the location of these swales across the swap parcel. If you would provide us with a copy of your design sheet in this area, we will be happy ' to locate the alignment that we desire. -Thank you for your assistance in all of these matters. We look forward to hearing from ' you at your earliest convenience. Sincerely, ' MULHERN MRE, INC. Patrick F. Mulhern, P.E. ' President PFM/lhl ' Attachment cc: Ms. Kathleen Byington (via telecopier and regular mail) ' Mr. John McCoy (via regular mail) ' CSURF/McCOY SWAP DRAINAGE REVIEW ' November 30, 1994 ' ASSUMPTIONS 1. Drainage basin boundaries are the same as contained in the Overall Drainage Plan Map ' for the Windtrail on Spring Creek PUD as prepared by Lidstone and Anderson, Inc., dated 9/6/94. ' 2. 13 acres on the west side of Basin A is to be detained. This west basin has been renamed A2. The C value for Basin A2 is 0.20. The remaining portion of Basin A is renamed Basin Al. ' 3. Basins Al, F, and G will be developed in the future with no detention. No plan currently exists. The C value for these basins is assumed at 0.60. 1 4. Design points evaluated are DP(5) and DP(8) (located upstream of contributions from Basin J. ' Since Basin A2 is detained, it seems that the critical time of concentration would be for Basin B, plus channel flow to the design points. ' DP(5): tc (Basin B) = 17.9 minutes (per Lidstone-Anderson) ' tc (channel to DP(5)) = 9.2 minutes (1,050 feet at 1.9 fps per Lidstone Anderson Design) tc (total to DP5) = 27 minutes i (27.2 minutes) = 4.4 in/hr C Factor: ' Basin Area C Al 9.5 0.60 A2 13.0 0.20 ' B 12.3 0.60 C 4.5 0.60 D 2.0 0.71 E 5.6 0.56 F 8.2 0.60 G 10.5 0.60 ' Total 65.6 Total Weighted 0.52 Q100 = 1.25 (0.52) (65.6) (4.4) = 187.6 Q100 + Freeboard = 1.3 x 187.6 = 243.9 cfs Estimate Channel Width from Section E-E in Lidstone Anderson Report Normal Depth = 1.98 ft Ave Velocity = 2.19 fps Flow Per Foot of Width = 4.33 cfs Additional Flow = 243.9 - 185.9 = 58.0 Additional Width = 58.0/4.33 = 13.4' DP8: tc = tc (DP(5)) + t. (channel) tc (channel) = 2.65 minutes (350 feet at 2.2 fps) tc = 27.1 + 2.65 = 29.7 minutes i (29.7 minutes) = 4.2 in/hr C Factor: Basin Area C A-6 65.6 0.52 H 3.6 0.30 I 4.7 0.50 TOTAL 73.9 TOTAL WEIGHTED 0.51 Q100 = 1.25 (.51) (73.9) (4.2) = 197.9 Q100 + Freeboard = 197.9 x 1.3 = 257.3 cfs Estimate Channel Width from Section E-E (same as above) Additional Flow = 257.3 - 185.9 = 71.4 Additional Width = 71.4 + 4.33 = 16.5 feet -2- Basin J then enters channel upstream of the bike trail culvert: tc = 29.7 minutes i (29.7 minutes) = 4.2 in/hr C Factor: Basin Area C A -I 73.9 0.51 J 6.8 0.50 TOTAL 80.7 TOTAL WEIGHTED 0.51 Q100 = 1.25 (0.51) (80.7) (4.2) = 216.1 cfs -3- APPENDIX D HY-S ANALYSIS FOR SWALE OVERSIZING ' 1 'CURRENT DATE: 01-31-1995 FILE DATE: 01-31-1995 ��� CURRENT TIME: 15:39:23 FILE NAME: WINDTRS yl-Nb1 7 . *0 -a^.Ardyytio of aaaaad6aaaaAaAAa6aaaaeaaag66a5g66a666A66g6&6&g66�6�e�AAgg6a6g6A65AAa66A6A6g6g6Ag aaaaaaaAeaaaAAaAaaaa56AAaa FHWA CULVERT ANALYSIS aAg3AgAaAAAaaAgA3a3AAAggAB Fox 6kgf �y aaaaaag5aaaaa3AAA3aaaaaAaA HY-8, VERSION 4.0 58AAa3egAaAgaeAgAgbAAAAAgA 63Aa63AAAaAAaa3AAAaggA66aA6a666bAASgg66g666a65ggAAg6A.6AAAagAA6AAAA6A6AAA6g6B66a J 5� Q/Q/ SIZI�iQ�S�� J ' e C SITE DATA CULVERT SHAPE, MATERIAL, INLET ° U ugggA53aa3333AAAg&65AAAAgAg6AAgA6AAAAAAAAgAAgBaaAeg66g55gAg�g36aaa3A6AgggfA� ° L ° INLET OUTLET CULVERT ° BARRELS ° V ° ELEV. ELEV. LENGTH ° SHAPE SPAN RISE MANNING INLET ° ° (FT) (FT) (FT) ° MATERIAL (FT) (FT) n TYPE ° ° 1 04996.00 4995.50 35.00 2 RC8 12.00 4.00 .013 CONVENTIONAL° e 2 e o e ' ° 3 ° o e e 4 ° 5 e e e e 6 ° o 0 aaaa@aaaaaaaaaa33aaaaAaaaaaaaAaea&aAAAAAaaAaSae666aaaaaaaaaa3AAaaaaaa5aa5aaa5661 aaaaaaaaAaaaaaa3aaaaa3a5aaaaaAaaaaaa&A&3A&aAaa656aaaa6aa6aaaa6aaaaaaa5aaa5eaa55& SUMMARY OF CULVERT FLOWS (CFS) FILE: WINDTRS DATE: 01-31-1995 (FT) TOTAL 1 2 3 4 5 6 ROADWAY ITR 'ELEV 4997.40 0 0 0 0 0 0 0 0 1 4997.51 29 29 0 0 0 0 0 0 1 4997.55 58 58 0 0 0 0 0 0 1 4997.52 86 86 0 0 0 0 0 0 1 4997.62 115 115 0 0 0 0 0 0 1 4997.53 144 144 0 0 0 0 0 0 1 173 173 0 0 0 0 0 0 1 '4997.73 4997.92 202 202 0 0 0 0 0 0 1 Q (00 5,21(ocA , k6ma = 4gl8,0l 4, 4998.01 216 216 0 0 0 0 0 0 1 259 259 0 0 0 0 0 0 1 q��(( r QIOD><1'33 •aPiUL{`l ws s�iq� �(/ �i. '4998.29 4998.46 288 288 D D D D D / 5001.50 819 819 0 0 0 0 0 OVERTOPPING aaaaaa5&aaaaaaaaaaaaaaaaabaaa5aa53Aaaa�5Aa3aa�g&AA333AAAaaA333AA3aaaaAAAaa3AA&A6 'aaaaaaaaa5a&aaaaaaaaaaaaaaa&aaa5aaa5aa53�a5aa53a5aaaaaaaaaaa555555a&aaAaaaaAagSS SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: WINDTR5 DATE: 01-31-1995 ' HEAD HEAD TOTAL FLOW % FLOW ELEV(FT) ERROR(FT) FLOW(CFS) ERROR(CFS) ERROR 4997.40 0.00 0 0 0.00 4997.51 0.00 29 0 0.00 4997.55 0.00 58 0 0.00 4997.52 0.00 86 0 0.00 ' 4997.62 0.00 115 0 0.00 4997.53 0.00 144 0 0.00 4997.73 0.00 173 0 0.00 4997.92 0.00 202 0 0.00 ' 4998.01 0.00 216 0 0.00 4998.29 0.00 259 0 0.00 4998.46 0.00 288 0 0.00 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa55'a5aaaaa55gaaaaa555aaaa5aaaaaaaaSfiAaa33Ag <1> TOLERANCE (FT) = 0.010 <2> TOLERANCE M = 1.000 aaaaaaaaaaaaaaaaaeaaaaa33aaaaa3aa3aaa5A3Aaaaaa3aaaAaaa3aAA3aaaaaAaaaaaaa5aaa`a6&a t 2 'CURRENT DATE: 01-31-1995 FILE DATE: 01-31-1995 CURRENT TIME: 15:39:23 FILE NAME: WINDTRS 88888888888888888888888888888888888888888888888888888888888888888888888888888888 PERFORMANCE CURVE FOR CULVERT # 1 - 2 ( 12 BY 4 ) RCB aaaaaaaaaaaaaaaaaaaaaaaa88888888888888888888888888888888888888888888888888888888 DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL CRITICAL OUTLET TAILWATER 'FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTH (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (fps) (ft) (fps) (ft) 88888888888888888888888888888888888888888888888888888888888888888888888888888888 '0 4997.40 0.00 1.40 0-NF 0.00 0.00 0.00 0.00 0.00 1.90 29 4997.51 0.52 1.51 3-M1t 0.17 0.36 0.63 1.90 0.00 1.90 58 4997.55 0.83 1.55 3-M1t 0.34 0.56 1.26 1.90 0.00 1.90 86 4997.52 1.09 1.51 3-141t 0.45 0.74 1.89 1.90 0.00 1.90 115 4997.62 1.32 1.62 3-M1t 0.53 0.90 2.53 1.90 0.00 1.90 144 4997.53 1.53 1.53 1-S2n 0.62 1.04 8.39 0.71 0.00 1.90 '173 4997.73 1.73 1.73 1-12n 0.70 1.17 8.80 0.82 0.00 1.90 202 4997.92 1.92 1.92 1-S2n 0.78 1.30 9.16 0.92 0.00 1.90 216 4998.01 2.01 2.01 1-S2n 0.82 1.36 9.35 0.96 0.00 1.90 259 4998.29 2.29 2.29 1-S2n 0.91 1.54 9.79 1.10 0.00 1.90 288 4998.46 2.47 2.47 1-S2n 0.97 1.65 10.06 1.19 0.00 1.90 88888888888888888888888888888888888888888888888888888888888888888888888888888888 El. inlet face invert 4996.00 ft EL. outlet invert 4995.50 ft El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft aaaaaaaaaaaaaaaaa888888888888888888888888888888888888888888888888888888888888888 ................. ***" SITE DATA ***** CULVERT INVERT ' INLET STATION (FT) 0.00 INLET ELEVATION (FT) 4996.00 OUTLET STATION (FT) 35.00 OUTLET ELEVATION (FT) 4995.50 ' NUMBER OF BARRELS 2 SLOPE (V-FT/H-FT) 0.0143 CULVERT LENGTH ALONG SLOPE (FT) 35.00 �rwwx CULVERT DATA SUMMARY ********xwwx:xxxxxxxxxww BARREL SHAPE BOX ' BARREL SPAN 12.00 FT BARREL RISE 4.00 FT BARREL MATERIAL CONCRETE BARREL MANNING'S N 0.013 INLET TYPE t CONVENTIONAL INLET EDGE AND WALL 1:1 BEVEL (45 DEG. FLARE) INLET DEPRESSION NONE 3 'CURRENT DATE: 01-31-1995 FILE DATE: 01-31-1995 CURRENT TIME: 15:39:23 FILE NAME: WINDTR5 SAAaAAAAAAAAA�agAAAAaAAA3AAA3A3AgAAA33A33AA3AAAAgAgggggAAAABgAAgA8�Aa53gggA��4gg �eAaAAAgAAgAAAaAgAaAAAaggA TAILWATER 5a����Aeagg��aaAAAAAgg6��g aASeaaAA�a�aAAA�A��aa�A�g���a&a�AAgaaS��gg�aaa�AggAgAeaA�gAg6A�3A&g&AA���b��g��� ' SBg��g4�gg�g��4�g3�&��AggAgAAAAAAAAab��&gAg�A�gAggggAgAAAAAAAAgAAAgA�����&�&gAl;g CONSTANT WATER SURFACE ELEVATION 4997.40 SAAeAAAAaAAAAAAgAg$�Ag�AAgAIiAAAg��g$AAAAgAAAAAAAAA�AAAAAAAAAAAAAg�gAA8B�8g�gg��� 5a5agagAg&�g3��AAAAAA&A&gA ROADWAY OVERTOPPING DATA 3aa�gA��fgAAAAA�gAAAAg81♦B� ' gA3aaAAAeAAAAAAAA��AAA�AAAAAAdAA�A�AaAAASAAAAAAAgAAAAAAAAAAAAAAAAAAg�AS�B���g�gg s ROADWAY SURFACE PAVED EMBANKMENT TOP WIDTH (FT) 35.00 CREST LENGTH (FT) 35.00 OVERTOPPING CREST ELEVATION (FT) 5001.50 ' SBaaaa558a3�aaaS�3AaaaaaA3�33a5aag35aaaa�5&aaa535�gAga5b3�g3Saaa�S��AA3AAAAgAA�A I 1 APPENDIX E IIEC-2 INPUT AND OUTPUT FOR SWALE OVERSIZING AC 11 WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA, INC. 3/1/1995 2 SWALE REANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT 8 SPRING CREEK T3 S=0.30% 0=216 cfs FILE: WTRS-FDC.DAT 1 2 0 0 4998.01 rl2 1 -1 ' DISCHARGE FOR FULLY DEVELOPED CONDITION THROUGH EASTERN PORTION PER CSURF IT 2 216 288 C 0.060 0.060 0.060 0.1 0.3 • SWALE SECTION E-E (ENLARGED TO A 50-FOOT BOTTOM WIDTH THROUGH EASTERN REACH) BOTTOM WIDTH= 50 FEET, SLOPE= 0.3 PERCENT 1 1 4 0 68 0 0 0 4996 GR 3 0 0.0 9 0.0 59 3 68 25 0 0 0 25 25 25 0.075 01 1 50 0 0 0 25 25 25 0.075 1 75 0 0 0 25 25 25 0.075 X1 100 0 0 0 25 25 25 0.075 1 125 0 0 0 25 25 25 0.075 1 150 0 0 0 25 25 25 0.075 X1 175 0 0 0 25 25 25 0.075 DISCHARGE FOR FULLY DEVELOPED CONDITION THROUGH EASTERN PORTION PER CSURF T 2 188 250 X1 200 0 0 0 25 25 25 0.075 225 0 0 0 25 25 25 0.075 �1 1 250 0 0 0 25 25 25 0.075 TRANSITION TO A 45-FOOT BOOTOM WIDTH * BOTTOM WIDTH= 45 FEET, SLOPE= 0.3 PERCENT '1 275 4 0 63 25 25 25 4996.83 R 3 0 0.0 9 0.0 54 3 63 X1 300 0 0 0 25 25 25 0.075 1 325 0 0 0 25 25 25 0.075 1 350 0 0 0 25 25 25 0.075 * DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-G) 2 109 144 �T SWALE SECTION D-D (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) BOTTOM WIDTH= 30 FEET, SLOPE= 0.3 PERCENT X1 375 4 0 50 25 25 25 4997.13 2.5 0 0.0 10 0.0 40 2.5 50 1 400 0 0 0 25 25 25 0.075 X1 425 0 0 0 25 25 25 0.075 450 0 0 0 25 25 25 0.075 475 0 0 0 25 25 25 0.075 X1 500 0 0 0 25 25 25 0.075 1 525 0 0 0 25 25 25 0.075 550 0 0 0 25 25 25 0.075 575 0 0 0 25 25 25 0.075 X1 600 0 0 0 25 25 25 0.075 625 0 0 0 25 25 25 0.075 650 0 0 0 25 25 25 0.075 X1 675 0 0 0 25 25 25 0.075 il 700 0 0 0 25 25 25 0.075 725 0 0 0 25 25 25 0.075 DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-D,F) OT 2 84 112 SWALE SECTION B-B (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) BOTTOM WIDTH= 25 FEET, SLOPE= 0.3 PERCENT X1 750 4 0 45 25 25 25 4998.25 1 2.5 0 0.0 10 0.0 35 2.5 45 wrRs - rbeI DRT d Iiy fiai / 5wAle eeu15� 5�'bfe Ovel-51rlir grc- a T,?p-.4 . X1 775 0 0 0 25 25 25 0.075 X1 800 0 0 0 25 25 25 0.075 X1 825 0 0 0 25 25 25 0.075 X1 850 0 0 0 25 25 25 0.075 X1 875 0 0 0 25 25 25 0.075 x1 900 0 0 0 25 25 25 0.075 x1 925 0 0 0 25 25 25 0.075 x1 950 0 0 0 25 25 25 0.075 x1 975 0 0 0 25 25 25 0.075 X1 1000 0 0 0 25 25 25 0.075 X1 1025 0 0 0 25 25 25 0.075 X1 1050 0 0 0 25 25 25 0.075 X1 1075 0 0 0 25 25 25 0.075 X1 1100 0 0 0 25 25 25 0.075 X1 1125 0 0 0 25 25 25 0.075 xt 1150 0 0 0 25 25 25 0.075 X1 1175 0 0 0 25 25 25 0.075 X1 1200 0 0 0 25 25 25 0.075 x1 1225 0 0 0 25 25 25 0.075 * DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS B,C,D) OT 2 83 110 * SWALE SECTION TO HILL POND ROAD TERMINUS • BOTTOM WIDTH= 20 FEET, SLOPE= 0.8 PERCENT X1 1234 4 0 40 9 9 9 4999.70 GR 2.5 0 0.0 10 0.0 30 2.5 40 X1 1250 0 0 0 16 16 16 0.130 X1 1275 0 0 0 25 25 25 0.200 xt 1300 0 0 0 25 25 25 0.200 X1 1325 0 0 0 25 25 25 0.200 X1 1350 0 0 0 25 25 25 0.200 X1 1375 0 0 0 25 25 25 0.200 * U/S END OF SWALE AT HILL POND ROAD TERMINUS X1 1404 0 0 0 29 29 29 0.230 EJ T1 WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA,INC. 3/1/1995 T2 SWALE RE -ANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT & SPRING CREEK T3 S=0.30% 0100*1.33=288 cfs FILE: WTRS-FDC.DAT 11 3 0 0 4998.46 J2 15 .1 ER I 01MAR95 10:16:37 ljy5- FDc . ov f khrr7fiar 1 5wale koh5w? Scx+(e MVP/51 Zin' ++rrrfifififffflffffffffflw++rrffiffi ' NEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 erffffwwffr»»:rrrrrfwrrr+rririri:» ' THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC PAGE 1 THIS RUN EXECUTED 01MAR95 10:16:37 T1 WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA,INC. 3/1/1995 T2 SWALE RE -ANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT & SPRING CREEK T3 S=0.30% 0=216 cfs FILE: WTRS-FDC.DAT ' J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 WSEL FO 2 0 0 4998.01 ' J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ' 1 -1 DISCHARGE FOR FULLY DEVELOPED CONDITION THROUGH EASTERN PORTION PER CSURF 10T 2 216 288 NC 0.060 0.060 0.060 0.1 0.3 SWALE SECTION E-E (ENLARGED TO A 50-FOOT BOTTOM WIDTH THROUGH EASTERN REACH) BOTTOM WIDTH= 50 FEET, SLOPE= 0.3 PERCENT X1 1 4 0 68 0 0 0 4996 3 0 0.0 9 0.0 59 3 68 'GR x1 25 0 0 0 25 25 25 0.075 'xi 50 0 0 0 25 25 25 0.075 X1 75 0 0 0 25 25 25 0.075 txi 100 0 0 0 25 25 25 0.075 X1 125 0 0 0 25 25 25 0.075 1X1 150 0 0 0 25 25 25 0.075 175 0 0 0 25 25 25 0.075 ,xi DISCHARGE FOR FULLY DEVELOPED CONDITION THROUGH EASTERN PORTION PER CSURF 2 188 250 ,OT xi 1 200 0 0 0 25 25 25 0.075 01MAR95 10:16:37 PAGE 2 x1 225 0 0 0 25 25 25 0.075 x1 250 0 0 0 25 25 25 0.075 TRANSITION TO A 45-FOOT BOTTOM WIDTH BOTTOM WIDTH= 45 FEET, SLOPE= 0.3 PERCENT x1 275 4 0 63 25 25 25 4996.83 GR 3 0 0.0 9 0.0 54 3 63 X1 300 0 0 0 25 25 25 0.075 X1 325 0 0 0 25 25 25 0.075 x1 350 0 0 0 25 25 25 0.075 DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-G) OT 2 109 1" SWALE SECTION D-D (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) BOTTOM WIDTH= 30 FEET, SLOPE= 0.3 PERCENT x1 375 4 0 50 25 25 25 4997.13 GR 2.5 0 0.0 10 0.0 40 2.5 50 x1 400 0 0 0 25 25 25 0.075 x1 425 0 0 0 25 25 25 0.075 x1 450 0 0 0 25 25 25 0.075 xi 475 0 0 0 25 25 25 0.075 xi 500 0 0 0 25 25 25 0.075 xi 525 0 0 0 25 25 25 0.075 x1 550 0 0 0 25 25 25 0.075 x1 575 0 0 0 25 25 25 0.075 xi 600 0 0 0 25 25 25 0.075 x1 625 0 0 0 25 25 25 0.075 X1 650 0 0 0 25 25 25 0.075 x1 675 0 0 0 25 25 25 0.075 x1 700 0 0 0 25 25 25 0.075 01MAR95 10:16:37 x1 725 0 D 0 25 25 ' DISCHARGE FOR DEVELOPED CONDITION (WITH WINDTRAIL ONLY, BASINS A-D,F) OT 2 84 112 SWALE SECTION 8-8 (PER WINDTRAIL TOWNHOMES FINAL DRAINAGE REPORT) BOTTOM WIDTH= 25 FEET, SLOPE= 0.3 PERCENT x1 750 4 0 45 25 25 GR 2.5 0 0.0 10 0.0 35 X1 775 0 0 0 25 25 ' X1 800 0 0 0 25 25 X1 825 0 0 0 25 25 ' X1 850 0 0 0 25 25 X1 875 0 0 0 25 25 X1 900 0 0 0 25 25 ' X1 925 0 0 0 25 25 X1 950 0 0 0 25 25 X1 975 0 0 0 25 25 ' X1 1000 0 0 0 25 25 X1 1025 0 0 0 25 25 ' x1 1050 0 0 0 25 25 X1 1075 0 0 0 25 25 xi 1100 0 0 0 25 25 ' x1 1125 0 0 0 25 25 X7 1150 0 0 0 25 25 xi 1175 0 0 0 25 25 xi 1200 0 0 0 25 25 ' x1 1225 O 0 0 25 25 DISCHARGE FOR DEVELOPED 1 CONDITION (WITH WINDTRAIL ONLY, BASINS B,C,D) 25 25 2.5 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 45 0.075 4998.25 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 PAGE 3 0114AR95 10:16:37 PAGE 4 OT 2 83 110 SWALE SECTION TO HILL POND ROAD TERMINUS BOTTOM WIDTH= 20 FEET, SLOPE= 0.8 PERCENT x1 1234 4 0 40 GR 2.5 0 0.0 10 xi 1250 0 0 0 x1 1275 0 0 0 x1 1300 0 0 0 x1 1325 0 0 0 x1 1350 0 0 0 xi 1375 0 0 0 U/S END OF SWALE AT HILL POND ROAD TERMINUS x1 1404 0 0 0 9 9 9 0.0 30 2.5 16 16 16 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 29 29 29 40 4999.70 0.130 0.200 0.200 0.200 0.200 0.200 0.230 0114AR95 10:16:37 SEND DEPTH CWSEL CRIWS WSELK Ed 0 GLOB OCH OROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL 1DC ' *PROF 1 0 ' CCHV= .100 CEHV= .300 *SECNO 1.000 1.000 2.01 4998.01 .00 4998.01 4998.07 216.0 .0 216.0 .0 .0 112.6 .00 .00 1.92 .00 .000 .060 .002748 0. 0. 0. 0 0 *SECNO 25.000 25.000 2.00 4998.08 .00 .00 4998.14 ' 216.0 .0 216.0 .0 .0 112.2 .00 .00 1.92 .00 .000 .060 ' 0027M 25. 25, 25, 0 0 *SECNO 50.000 ' 50.000 2.00 4998.15 .00 .00 4998.21 216.0 .0 216.0 .0 .0 111.8 .01 .00 1.93 .00 .000 .060 002809 25. 25. 25. 0 0 *SECNO 75.000 ' 75.000 1.99 4998.22 .00 .00 4998.28 216.0 .0 216.0 .0 .0 111.5 .01 .00 1.94 .00 .000 .060 002832 25. 25. 25. 0 0 100.000 '*SECNO 100.000 1.99 4998.29 .00 .00 4998.35 216.0 .0 216.0 .0 .0 111.3 .00 1.94 .00 .000 .060 '01 .002851 25. 25. 25. 0 0 125.000 '*SECNO 125.000 1.99 4998.36 .00 .00 4998.42 216.0 .0 216.0 .0 .0 111.0 02 .00 1.95 .00 .000 .060 .002871 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV ARDS VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .06 .00 .00 4999.00 .0 .0 .0 4999.00 000 .000 4996.00 2.97 0 .00 62.06 65.03 .06 .07 .00 4999.08 .0 .1 .0 4999.08 .000 .000 4996.08 2.99 0 .00 62.02 65.01 .06 .07 .00 4999.15 .0 .1 .1 4999.15 .000 .000 4996.15 3.01 0 .00 61.98 64.99 .06 .07 .00 4999.23 .0 .2 .1 4999.23 .000 .000 4996.23 3.02 0 .00 61.95 64.98 .06 .07 .00 4999.30 .0 .3 .1 4999.30 .000 .000 4996.30 3.04 0 .00 61.93 64.96 .06 .07 .00 4999.38 .0 .3 .2 4999.38 .000 .000 4996.38 3.05 0 .00 61.91 64.95 PAGE 5 01KAR95 10:16:37 PAGE 6 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 GLOB OCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 150.000 150.000 1.98 4998.43 .00 .00 4998.49 .06 .07 .00 4999.45 216.0 .0 216.0 .0 .0 110.9 .0 .4 .2 4999.45 .02 .00 1.95 .00 .000 .060 .000 .000 4996.45 3.06 .002885 25. 25. 25. 0 0 0 .00 61.89 64.94 *SECNO 175.000 175.000 1.98 4998.50 .00 .00 4998.56 .06 .07 .00 4999.53 216.0 .0 216.0 .0 .0 110.6 .0 .4 .2 4999.53 .03 .00 1.95 .00 .000 .060 .000 .000 4996.53 3.07 .002902 25. 25. 25. 0 0 0 .00 61.87 64.93 *SECNO 200.000 200.000 1.98 4998.58 188.0 .0 188.0 .03 .00 1.70 .002208 25. 25. *SECNO 225.000 225.000 1.96 4998.64 188.0 .0 188.0 .03 .00 1.71 .002225 25. 25. *SECNO 250.000 250.000 1.94 4998.70 188.0 .0 188.0 ..04 .00 1.73 .002340 25. 25. *SECNO 275.000 275.000 1.92 4998.75 188.0 .0 188.0 .04 .00 1.93 .002964 25. 25. .00 .00 4998.63 .0 .0 110.5 .00 .000 .060 25. 0 0 .04 .06 .00 4999.60 .0 .5 .3 4999.60 .000 .000 4996.60 3.07 0 .00 61.85 64.93 .00 .00 4998.68 .05 .06 .00 4999.68 .0 .0 110.2 .0 .6 .3 4999.68 .00 .000 .060 .000 .000 4996.68 3.09 25. 0 0 0 .00 61.83 64.91 .00 .00 4998.74 .05 .06 .00 4999.75 .0 .0 108.4 .0 .6 .4 4999.75 .00 .000 .060 .000 .000 4996.75 3.17 25. 0 0 0 .00 61.65 64.83 .00 .00 4998.81 .06 .07 .00 4999.83 .0 .0 97.6 .0 .7 .4 4999.83 .00 .000 .060 .000 .000 4996.83 3.23 25. 0 0 0 .00 56.53 59.77 01MAR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG D GLOB GCH OROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XL08L XLCH XLOBR ITRIAL IDC *SECNO 300.000 300.000 1.92 4998.83 .00 .00 4998.89 188.0 .0 188.0 .0 .0 97.2 .04 t .00 1.94 .00 .000 .060 .003006 25. 25. 25. 0 0 *SECNO 325.000 325.000 1.92 4998.90 .00 .00 4998.96 188.0 .0 188.0 .0 .0 97.6 .05 .00 1.93 .00 .000 .060 .002967 25. 25. 25. 0 0 *SECNO 350.000 310.000 1.92 4998,98 .00 .00 4999,03 ' 188.0 .0 188.0 .0 .0 97.6 .05 .00 1.93 .00 .000 .060 .002967 25. 25. 25. 0 0 *SECNO 375.000 375.000 1.94 4999.07 .00 .00 4999.10 109.0 .0 109.0 .0 .0 72.7 .06 .00 1.50 .00 .000 .060 ' 001981 25, 25, 25. 1 0 *SECNO 400.000 400.000 1.91 4999.11 .00 .00 4999.15 ' 109.0 .0 109.0 .0 .0 72.2 ..06 .00 1.51 .00 .000 .060 ' 002028 25. 25. 25. 1 0 *SECNO 425.000 ' 425.000 1.89 4999.17 .00 .00 4999.20 109.0 .0 109.0 .0 .0 70.8 .07 .00 1.54 .00 .000 .060 ' 002150 1 1 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV. ARDS VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .06 .07 .00 4999.91 .0 .8 .4 4999.91 .000 .000 4996.91 3.26 0 .00 56.49 59.74 .06 .07 .00 4999.98 .0 .8 .5 4999.98 000 .000 4996.98 3.23 0 .00 56.53 59.77 .06 .07 .00 5000.06 .0 .9 .5 5000.06 .000 .000 4997.06 3.23 0 .00 56.53 59.77 .03 .06 .00 4999.63 .0 .9 .5 4999.63 .000 .000 4997.13 2.29 0 .00 45.43 47.71 .04 .05 .00 4999.71 .0 1.0 .5 4999.71 000 .000 4997.21 2.34 0 .00 45.33 47.66 .04 .05 .00 4999.78 .0 1.0 .6 4999.78 .000 .000 4997.28 2.46 0 .00 45.08 47.54 PAGE 7 0114AR95 10:16:37 PAGE 8 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH OROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 450.000 450.000 1.86 4999.22 .00 .00 4999.26 .04 .05 .00 4999.86 109.0 .0 109.0 .0 .0 69.8 .0 1.0 .6 4999.86 .07 .00 1.56 .00 .000 .060 .000 .000 4997.36 2.55 .002240 25. 25. 25. 0 0 0 .00 44.91 47.45 *SECNO 475.000 475.000 1.85 4999.28 .00 .00 4999.32 .04 .06 .00 4999.93 109.0 .0 109.0 .0 .0 68.9 .0 1.1 .6 4999.93 .07 .00 1.58 .00 .000 .060 .000 .000 4997.43 2.62 .002323 25. 25. 25. 0 0 0 .00 44.75 47.38 *SECNO 500.000 500.000 1.83 4999.33 .00 .00 4999.37 .04 .06 .00 5000.01 109.0 .0 109.0 .0 .0 68.2 .0 1.1 .6 5000.01 .08 .00 1.60 .00 .000 .060 .000 .000 4997.51 2.69 .002398 25. 25. 25. 0 0 0 .00 44.62 47.31 *SECNO 525.000 525.000 1.81 4999.40 .00 .00 4999.44 .04 .06 .00 5000.08 109.0 .0 109.0 .0 .0 67.5 .0 1.2 .7 5000.08 .08 .00 1.61 .00 .000 .060 .000 .000 4997.58 2.75 .002468 25. 25. 25. 0 0 0 .00 44.50 47.25 *SECNO 550.000 550.000 1.80 4999.46 .00 .00 4999.50 .04 .06 .00 5000.16 109.0 .0 109.0 .0 .0 67.0 .0 1.2 .7 5000.16 .09 .00 1.63 .00 .000 .060 .000 .000 4997.66 2.80 .002532 25. 25. 25. 0 0 0 .00 44.40 47.20 *SECNO 575.000 575.000 1.79 4999.52 .00 .00 4999.56 .04 .06 .00 5000.23 109.0 .0 109.0 .0 .0 66.4 .0 1.2 .7 5000.23 .09 .00 1.64 .00 .000 .D60 .000 .000 4997.73 2.85 .002591 25. 25. 25. 0 0 0 .00 44.30 47.15 I 0114AR95 1 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG O GLOB OCH NOR ALOB ACH TIME 1 VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1 *SECNO 600.000 600.000 1.78 4999.59 .00 .00 4999.63 109.0 .0 109.0 .0 .0 66.0 .10 .00 1.65 .00 .000 .060 .0026" 25. 25. 25. 0 0 1 *SECNO 625.000 615,000 1.77 4999.65 .00 .00 4999,69 109.0 .0 109.0 .0 .0 65.6 .10 .00 1.66 .00 .000 .060 .002691 25. 25. 25. 0 0 1 *SECNO 650.000 650.000 1.76 4999.72 .00 .00 4999.76 109.0 1 .0 109.0 .0 .0 65.3 .10 .00 1.67 .00 .000 .060 .002731 1 25. 25. 25. 0 0 *SECNO 675.000 675.000 1.76 4999.79 .00 .00 4999.83 109.0 1 .0 109.0 .0 .0 65.0 .11 .00 1.68 .00 .000 .060 1 .002769 25. 25, 25. 0 0 *SECNO 700.000 1 700.000 1.75 4999.86 .00 .00 4999.90 109.0 .0 109.0 .0 .0 64.7 .11 .00 1.68 .00 .000 .060 1 .002802 25. 25. 25. 0 0 725.000 1*SECNO 725.000 1.74 4999.93 .00 .00 4999.97 109.0 .0 109.0 .0 .0 64.5 .12 .00 1.69 .00 .000 .060 ' .002827 25. 25. 25. 0 0 HV HL GLOSS L-BANK ELEV ARDS VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .04 .07 .00 5000.31 .0 1.3 .7 5000.31 .000 .000 4997.81 2.89 0 .00 44.22 47.11 .04 .07 .00 5000.38 .0 1.3 .8 5000.38 .000 .000 4997.88 2.92 0 .00 44.15 47.08 .04 .07 .00 5000.46 .0 1.3 .8 5000.46 000 .000 4997.96 2.95 0 .00 44.09 47.05 .04 .07 .00 5000.53 .0 1.4 .8 5000.53 .000 .000 4998.03 2.98 0 .00 44.04 47.02 .04 .07 .00 5000.61 .0 1.4 .8 5000.61 .000 .000 4998.11 3.00 0 .00 43.99 47.00 .04 .07 .00 5000.68 .0 1.5 .9 5000.68 .000 .000 4998.18 3.02 0 .00 43.96 46.98 PAGE 9 I 0114AR95 10:16:37 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLDS OCH OROB ALOB ACH ARDS VOL TWA R-BANK ELEV TIME ADS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 750.000 750.000 1.75 5000.00 .00 .00 5000.04 .04 .06 .00 5000.75 84.0 .0 84.0 .0 .0 55.9 .0 1.5 .9 5000.75 .12 .00 1.50 .00 .000 .060 .000 .000 4998.25 3.01 .002309 25. 25. 25. 0 0 0 .00 38.98 41.99 *SECNO 775.000 775.000 1.73 5000.06 .00 .00 5000.10 .04 .06 .00 5000.83 84.0 .0 84.0 .0 .0 55.6 .0 1.5 .9 5000.83 .13 .00 1.51 .00 .000 .060 .000 .000 4998.33 3.04 .002342 25. 25. 25. 0 0 0 .00 38.93 41.96 *SECNO 800.000 800.000 1.72 5000.12 .00 .00 5000.16 .04 .06 .00 5000.90 84.0 .0 84.0 .0 .0 54.7 .0 1.6 .9 5000.90 .13 .00 1.53 .00 .000 .060 .000 .000 4998.40 3.13 .002455 25. 25. 25. 0 10 0 .00 38.74 41.87 *SECNO 825.000 825.000 1.71 5000.18 84.0 .0 84.0 .13 .00 1.55 .002532 25. 25. *SECNO 850.000 850.000 1.69 5000.24 84.0 .0 84.0 .14 .00 1.56 .002589 25. 25. *SECNO 875.000 875.000 1.68 5000.31 84.0 .0 84.0 .14 .00 1.57 .002649 25. 25. .00 .00 5000.22 .04 .06 .00 5000.98 .0 .0 54.2 .0 1.6 1.0 5000.98 .00 .000 .060 .000 .000 4998.48 3.19 25. 0 0 0 .00 38.63 41.81 .00 .00 5000.28 .04 .06 .00 5001.05 .0 .0 53.8 .0 1.6 1.0 5001.05 .00 .000 .060 .000 .000 4998.55 3.23 25. 0 0 0 .00 38.54 41.77 .00 .00 5000.35 .04 .07 .00 5001.13 .0 .0 53.4 .0 1.6 1.0 5001.13 .00 .000 .060 .000 .000 4998.63 3.27 25. 0 0 0 .00 38.45 41.73 rl 1 0114AR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB GCH GROB ALOB ACH ' TIME ROB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL 1DC *SECNO 900.000 900.000 1.67 5000.38 .00 .00 5000.41 ' 84.0 .0 84.0 .0 .0 53.0 .15 .00 1.58 .00 .000 .060 .002699 25. 25. 25. 0 0 ' *SECNO 925.000 925,000 1,67 5000.44 .00 .00 5000.48 ' 84.0 .0 84.0 .0 .0 52.7 .15 .00 1.59 .00 .000 .060 .002741 25. 25. 25. 0 0 *SECNO 950.000 950.000 1.66 5000.51 .00 .00 5000.55 ' 84.0 .0 84.0 .0 .0 52.5 .16 .00 1.60 .00 .000 .060 .002779 1 25. 25. 25. 0 0 *SECNO 975.000 975.000 1.65 5000.58 .00 .00 5000.62 ' 84.0 .0 84.0 .0 .0 52.3 .16 .00 1.61 .00 .000 .060 ' .002808 25. 25. 25. 0 0 *SECNO 1000.000 ' 1000.000 1.65 5000.65 .00 .00 5000.69 84.0 .0 84.0 .0 .0 52.1 .17 .00 1.61 .00 .000 .066 002838 25. 25. 25. 0 0 *SECNO 1025.100 ' 1025.000 1.65 5000.72 .00 .00 5000.76 84.0 .0 84.0 .0 .0 52.0 .17 .00 1.62 .00 .000 .060 ' .002U2 25. 25. 25. 0 0 HV HL GLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .04 .07 .00 5001.20 .0 1.7 1.0 5001.20 .000 .000 4998.70 3.31 0 .00 38.38 41.69 .04 .07 .00 5001.28 .0 1.7 1.1 5001.28 .000 .000 4998.78 3.34 0 .00 38.32 41.66 .04 .07 .00 5001.35 .0 1.7 1.1 5001.35 .000 .000 4998.85 3.36 0 .00 38.27 41.64 .04 .07 .00 5001.43 .0 1.8 1.1 5001.43 .000 .000 4998.93 3.38 0 .00 38.23 41.62 .04 .07 .00 5001.50 .0 1.8 1.1 5001.50 .000 .000 4999.00 3.40 0 .00 38.20 41.60 .04 .07 .00 5001.58 .0 1.8 1.1 5001.58 .000 .000 4999.08 3.42 0 .00 38.16 41.58 PAGE 11 01MAR95 10:16:37 PAGE 12 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 GLOB OCH GROB ALOB ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XL08R ITRIAL IDC ICONT CORAR TOPWID ENOST *SECNO 1050.000 1050.000 1.64 5000.79 .00 .00 5000.84 .04 84.0 .0 84.0 .0 .0 51.8 .0 .17 .00 1.62 .00 .000 .060 .000 .002883 25. 25. 25. 0 0 0 *SECNO 1075.000 1075.000 1.64 5000.87 .00 .00 5000.91 .04 84.0 .0 84.0 .0 .0 51.7 .0 .18 .00 1.62 .00 .000 .060 .000 .002905 25. 25. 25. 0 0 0 *SECNO 1100.000 1100.000 1.64 5000.94 84.0 .0 84.0 .18 .00 1.63 .002920 25. 25. *SECNO 1125.000 1125.000 1.63 5001.01 84.0 .0 84.0 .19 .00 1.63 .002933 25. 25. *SECNO 1150.000 1150.000 1.63 5001.09 84.0 .0 84.0 .19 .00 1.63 .002942 25. 25. *SECNO 1175.000 1175.000 1.63 5001.16 84.0 .0 84.0 .19 .00 1.63 .002958 25. 25. .00 .0 .00 25. .00 .0 .00 25. .00 .0 .00 25. .00 5000.98 .04 .0 51.6 .0 000 .060 .000 0 0 0 .00 5001.05 .04 .0 51.5 .0 000 .060 .000 0 0 0 .00 5001.13 .04 .0 51.5 .0 000 .060 .000 0 0 0 .07 .00 5001.65 1.9 1.2 5001.65 000 4999.15 3.43 .00 38.14 41.57 .07 .00 5001.73 1.9 1.2 5001.73 000 4999.23 3.45 .00 38.11 41.55 .07 .00 5001.80 1.9 1.2 5001.80 .000 4999.30 3.46 .00 38.09 41.54 .07 .00 5001.88 1.9 1.2 5001.88 .000 4999.38 3.46 .00 38.07 41.54 .07 .00 5001.95 2.0 1.2 5001.95 .000 4999.45 3.47 .00 38.06 41.53 .00 .00 5001.20 .04 .07 .00 5002.03 .0 .0 51.4 .0 2.0 1.3 5002.03 .00 .000 .060 .000 .000 4999.53 3.48 25. 0 0 0 .00 38.04 41.52 i 0114AR95 10:16:37 1 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB OCH OROB ALOB ACH ' TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC ' *SECNO 1200.000 1200.000 1.63 5001.23 .00 .00 5001.27 84.0 .0 84.0 .0 .0 51.4 .20 .00 1.64 .00 .000 .060 .002964 25. 25. 25. 0 0 1 'SECNO 1225.000 1225.000 1.63 5001,31 .00 .00 5001,35 ' 84.0 .0 84.0 .0 .0 51.3 .20 .00 1.64 .00 .000 .060 .002967 25. 25. 25. 0 0 1 *SECNO 1234.000 1234.000 1.63 5001.33 .00 .00 5001.39 ' 83.0 .0 83.0 .0 .0 43.4 .20 .00 1.91 .00 .000 .060 .004228 9. 9. 9. 0 0 1 *SECNO 1250.000 1250.000 1.57 5001.40 .00 .00 5001.46 t 83.0 .0 83.0 .0 .0 41.0 .21 .00 2.03 .00 .000 .060 ' .004984 16. 16, 16. 1 0 *SECNO 1275.000 ' 1275.000 1.50 5001.53 .00 .00 5001.60 83.0 .0 83.0 .0 .0 38.7 .21 .00 2.15 .00 .000 .060 ' 005910 25. 25. 25. 1 0 1300.000 '*SECNO 1300.000 1.45 5001.68 .00 .00 5001.76 83.0 .0 83.0 .0 .0 37.1 .21 .00 2.24 .00 .000 .060 ' 1 1 1 006652 25. 25. 25. 1 0 HV HL OLOSS L-BANK ELEV ARDS VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .04 .07 .00 5002.10 .0 2.0 1.3 5002.10 000 .000 4999.60 3.48 0 .00 38.04 41.52 .04 .07 .00 5002.18 .0 2.1 1.3 5002.18 000 .000 4999.68 3.48 0 .00 38.03 41.52 .06 .03 .00 5002.20 .0 2.1 1.3 5002.20 .000 .000 4999.70 3.46 0 .00 33.07 36.54 .06 .07 .00 5002.33 .0 2.1 1.3 5002.33 .000 .000 4999.83 3.75 0 .00 32.49 36.25 .07 .14 .00 5002.53 .0 2.1 1.4 5002.53 000 .000 5000.03 4.04 0 .00 31.91 35.96 .08 .16 .00 5002.73 .0 2.1 1.4 5002.73 .000 .000 5000.23 4.24 0 .00 31.53 35.76 PAGE 13 01MAR95 10:16:37 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 GLOB OCH GROB ALOE ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 1325.000 1325.000 1.42 . 5001.85 .00 .00 5001.93 .08 .17 .00 5002.93 83.0 .0 83.0 .0 .0 36.2 .0 2.2 1.4 5002.93 .22 .00 2.29 .00 .000 .060 .000 .000 5000.43 4.35 .007151 25. 25. 25. 1 0 0 .00 31.30 35.65 *SECNO 1350.000 1350.000 1.40 5002.03 .00 .00 5002.11 .08 .18 .00 5003.13 83.0 .0 83.0 .0 .0 35.5 .0 2.2 1.4 5003.13 .22 .00 2.34 .00 .000 .060 .000 .000 5000.63 4.44 .007573 25. 25. 25. 0 0 0 .00 31.12 35.56 *SECNO 1375.000 1375.000 1.39 5002.22 .00 .00 5002.31 .09 .19 .00 5003.33 83.0 .0 83.0 .0 .0 35.3 .0 2.2 1.4 5003.33 .22 .00 2.35 .00 .000 .060 .000 .000 5000.83 4.47 .007708 25. 25. 25. 0 0 0 .00 31.06 35.53 *SECNO 1404.000 1404.000 1.38 5002.44 .00 .00 5002.53 .09 .22 .00 5003.56 83.0 .0 83.0 .0 .0 35.2 .0 2.2 1.4 5003.56 .23 .00 2.35 .00 .000 .060 .000 .000 5001.06 4.48 .007747 29. 29. 29. 0 0 0 .00 31.05 35.52 T1 WINDTRAIL P.U.D.-- OUTFALL SWALE BACKWATER ANALYSIS LA,INC. 3/1/1995 T2 SWALE REANALYSIS -- WITH BACKWATER EFFECTS FROM CULVERT 8 SPRING CREEK T3 S=0.30% 0100*1.33=288 cf5 FILE: WTRS-FDC.DAT J1 ICHECK ING NINV IDIR STRT METRIC HVINS 0 WSEL FO 3 0 0 4998.46 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 I 01MAR95 10:16:37 1 SECNO DEPTH CWSEL CRIWS WSELK 1 EG 0 GLOB OCH OROB ALOE ACH TIME 1 VLOS VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOSR ITRIAL IDC 1 *PROF 2 0 ' CCHV= .100 CEHV= .300 *SECNO 1.000 1.000 2.46 4998.46 .00 4998,46 4998.52 288.0 1 .0 288.0 .0 .0 141.2 .00 .00 2.04 .00 .000 .060 .002441 0. 0. 0. 0 0 *SECNO 25.000 25.000 2.45 4998.52 .00 .00 4998.59 - 288.0 1 .0 288.0 .0 .0 140.2 .00 .00 2.05 .00 .000 .060 1 .002490 25. 25, 25. 0 0 *SECNO 50.000 50.000 2.43 4998.58 .00 .00 4998.65 1 288.0 .0 288.0 .0 .0 139.4 .01 .00 2.07 .00 .000 .060 1 .002539 25. 25. 25. 0 0 *SECNO 75.000 1 75.000 2.42 4998.65 .00 .00 4998.71 288.0 .0 288.0 .0 .0 138.6 .01 .00 2.08 .00 .000 .060 ' 002581 25. 25. 25. 0 0 100.000 1*SECNO 100.000 2.41 4998.71 .00 .00 4998.78 288.0 .0 288.0 .0 .0 137.9 .01 .00 2.09 .00 .000 .060 1 .002619 25. 25. 25. 0 0 125.000 1*SECNO 125.000 2.40 4998.78 .00 .00 4998.85 288.0 .0 288.0 .0 .0 137.3 .00 2.10 .00 .000 .060 '.02 .002656 1 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV ARCS VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .06 .00 .00 4999.00 .0 .0 .0 4999.00 .000 .000 4996.00 1.62 0 .00 64.76 66.38 .07 .06 .00 4999.08 .0 .1 .0 4999.08 .000 .000 4996.08 1.66 0 .00 64.67 66.34 .07 .06 .00 4999.15 .0 .2 .1 4999.15 000 .000 4996.15 1.70 0 .00 64.59 66.30 .07 .06 .00 4999.23 .0 .2 .1 4999.23 000 .000 4996.23 1.74 0 .00 64.52 66.26 .07 .07 .00 4999.30 .0 .3 .1 4999.30 .000 .000 4996.30 1.77 0 .00 64.46 66.23 .07 .07 .00 4999.38 .0 .4 .2 4999.38 .000 .000 4996.38 1.80 0 .00 64.40 66.20 PAGE 15 01MAR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV G GLO8 OCH OR08 ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 150.000 150.000 2.39 4998.84 .00 .00 4998.91 .07 .07 .00 4999.45 288.0 .0 288.0 .0 .0 136.7 .0 .5 .2 4999.45 .02 .00 2.11 .00 .000 .060 .000 .000 4996.45 1.83 .002690 25. 25. 25. 0 0 0 .00 64.35 66.17 *SECNO 175.000 175.000 2.38 4998.91 .00 .00 4998.98 .07 .07 .00 4999.53 288.0 .0 288.0 .0 .0 136.2 .0 .6 .3 4999.53 .02 .00 2.11 .00 .000 .060 .000 .000 4996.53 1.85 .002720 25. 25. 25. 0 0 0 .00 64.30 66.15 *SECNO 200.000 200.000 2.39 4998.99 .00 .00 4999.04 .05 .06 .00 4999.60 250.0 .0 250.0 .0 .0 136.1 .0 .6 .3 4999.60 .03 .00 1.84 .00 .000 .060 .000 .000 4996.60 1.85 .002056 25. 25. 25. 1 0 0 .00 64.29 66.15 *SECNO 225.000 225.000 2.36 4999.04 .00 .00 4999.09 .05 .05 .00 4999.68 250.0 .0 250.0 .0 .0 135.5 .0 .7 .3 4999.68 .03 .00 1.85 .00 .000 .060 .000 .000 4996.68 1.89 .002086 25. 25. 25. 0 0 0 .00 64.23 66.11 *SECNO 250.000 250.000 2.34 4999.09 .00 .00 4999.15 .05 .05 .00 4999.75 250.0 .0 250.0 .0 .0 133.4 .0 .8 .4 4999.75 .03 .00 1.87 .00 .000 .060 .000 .000 4996.75 1.98 .002185 25. 25. 25. 0 0 0 .00 64.04 66.02 *SECNO 275.000 275.000 2.31 4999.14 .00 .00 4999.21 .07 .06 .00 4999.83 250.0 .0 250.0 .0 .0 120.2 .0 .9 .4 4999.83 .04 .00 2.08 .00 .000 .060 .000 .000 4996.83 2.06 .002766 25. 25. 25. 0 0 0 .00 58.89 60.94 PAGE 16 i 01MAR95 1 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB OCH GR08 ALOB ACH TIME 1 VLOB VCH VROB XNL XNCH SLOPE XL08L XLCH XLOBR (TRIAL IDC 1 *SECNO 300.000 300.000 2.31 4999.21 .00 .00 4999.28 1 250.0 .0 250.0 .0 .0 119.4 .04 .00 2.09 .00 .000 .060 .002823 25. 25. 25. 0 0 1 *SECNO 325.000 325.000 2.30 4999.28 .00 .00 4999.35 250.0 .0 250.0 .0 .0 119.6 .04 .00 2.09 .00 .000 .060 .002815 25. 25. 25. 0 0 1 *SECNO 350.000 350.000 2.30 4999.35 .00 .00 4999.42 ' 250.0 .0 250.0 .0 .0 119.3 .05 .00 2.10 .00 .000 .060 .002834 1 25. 25. 25. 0 0 *SECNO 375.000 375.000 2.32 4999.45 .00 .00 4999.48 1 144.0 .0 1".0 .0 .0 90.9 .05 .00 1.58 .00 .000 .060 1 .001798 25. 25. 25. 2 0 *SECNO 400.000 400.000 2.29 4999.49 .00 .00 4999.53 1".0 .0 144.0 .0 .0 89.8 .06 .00 1.60 .00 .000 .060 1 .001865 25. 25. 25. 1 0 425.000 1*SECNO 425.000 2.26 4999.54 .00 .00 4999.58 1".0 .0 144.0 .0 .0 88.1 .06 .00 1.64 .00 .000 .060 1 .001974 1 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV ARDS VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .07 .07 .00 4999.91 .0 .9 .4 4999.91 .000 .000 4996.91 2.10 0 .00 58.81 60.90 .07 .07 .00 4999.98 .0 1.0 .5 4999.98 .000 .000 4996.98 2.09 0 .00 58.82 60.91 .07 .07 .00 5000.06 .0 1.1 .5 5000.06 .000 .000 4997.06 2.10 0 .00 58.79 60.90 .04 .06 .00 4999.63 .0 1.1 .5 4999.63 .000 .000 4997.13 .74 0 .00 48.53 49.26 .04 .05 .00 4999.71 .0 1.2 .6 4999.71 .000 .000 4997.21 .83 0 .00 48.34 49.17 .04 .05 .00 4999.78 .0 1.2 .6 4999.78 .000 .000 4997.28 .97 0 .00 48.05 49.03 PAGE 17 0114AR95 10:16:37 PAGE 18 SEND DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH OROB ALOB ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST *SECNO 450.000 450.000 2.23 4999.59 1".0 .0 1".0 .06 .00 1.66 .002059 25. 25. *SECNO 475.000 475.000 2.21 4999.64 1".0 .0 144.0 .07 .00 1.68 .002139 25. 25. *SECNO 500.000 500.000 2.19 4999.69 144.0 .0 1".0 .07 .00 1.70 .002215 25. 25. *SECNO 525.000 525.000 2.17 4999.75 144.0 .0 144.0 .08 .00 1.72 .002288 25. 25. *SECNO 550.000 .00 .00 4999.63 .04 .0 .0 86.8 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 4999.68 .04 .0 .0 85.7 .0 .00 .000 .060 .000 25. 0 0 0 .05 .00 4999.86 1.3 .6 4999.66 000 4997.36 1.08 .00 47.84 48.92 .05 .00 4999.93 1.3 .6 4999.93 000 4997.43 1.17 .00 47.65 48.83 .00 .00 4999.74 .04 .05 .00 5000.01 .0 .0 84.6 .0 1.4 .7 5000.01 .00 .000 .060 .000 .000 4997.51 1.26 25. 0 0 0 .00 47.48 48.74 .00 .00 4999.79 .05 .06 .00 5000.08 .0 .0 83.7 .0 1.4 .7 5000.08 .00 .000 .060 .000 .000 4997.58 1.34 25. 0 0 0 .00 47.32 48.66 550.000 2.15 4999.81 .00 .00 4999.85 .05 .06 .00 5000.16 1".0 .0 1".0 .0 .0 82.9 .0 1.5 .7 5000.16 " .08 .00 1.74 .00 .000 .060 .000 .000 4997.66 1.41 .002356 25. 25. 25. 0 0 0 .00 47.18 48.59 *SECNO 575.000 575.000 2.13 4999.86 .00 .00 4999.91 .05 .06 .00 5000.23 144.0 .0 144.0 .0 .0 82.1 .0 1.5 .8 5000.23 .09 .00 1.75 .00 .000 .060 .000 .000 4997.73 1.47 .002420 25. 25. 25. 0 0 0 .00 47.05 48.53 0114AR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB OCH OROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC *SECNO 600.000 600.000 2.12 4999.93 .00 .00 4999.97 144.0 .0 1".0 .0 .0 81.4 ' .09 .00 1.77 .00 .000 .060 .002"0 25. 25. 25. 0 0 ' *SECNO 625.000 625.000 2.11 4999.99 .00 .00 5000.04 144.0 .0 144.0 .0 .0 80.9 .09 .00 1.78 .00 .000 .060 .002534 25. 25. 25. 0 0 1 *SECNo 650.000 650,000 2.09 5000.05 .00 .00 5000.10 ' 1".0 .0 1".0 .0 .0 80.3 .10 .00 1.79 .00 .000 .060 .002585 25. 25. 25. 0 0 *SECNO 675.000 675.000 2.08 5000.12 .00 .00 5000.17 ' 1".0 .0 144.0 .0 .0 79.8 .10 .00 1.80 .00 .000 .060 .002631 25. 25. 25. 0 0 *SECNO 700.000 700.000 2.07 5000.18 .00 .00 5000.23 ' 1".0 .0 1".0 .0 .0 79.4 .10 .00 1.81 .00 .000 .060 .002671 25. 25. 25, 0 0 *SECNO 725.000 725.000 2.07 5000.25 .00 .00 5000.30 144.0 .0 1".0 .0 .0 79.0 .11 .00 1.82 .00 .000 .060 ' 002712 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .05 .06 .00 5000.31 .0 1.6 .8 5000.31 .000 .000 4997.81 1.53 0 .00 46.94 48.47 .05 .06 .00 5000.38 .0 1.6 .8 5000.38 .000 .000 4997.88 1.58 0 .00 46.84 48.42 .05 .06 .00 5000.46 .0 1.7 .8 5000.46 .000 .000 4997.96 1.63 0 .00 46.74 48.37 .05 .07 .00 5000.53 .0 1.7 .9 5000.53 .000 .000 4998.03 1.67 0 .00 46.66 48.33 .05 .07 .00 5000.61 .0 1.8 .9 5000.61 000 .000 4998.11 1.71 0 .00 46.59 48.29 .05 .07 .00 5000.68 .0 1.8 .9 5000.68 .000 .000 4998.18 1.74 0 .00 46.52 48.26 PAGE 19 OIKAR95 10:16:37 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 GLOB OCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR [TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 750.000 750.000 2.07 5000.32 .00 .00 5000.36 .04 .06 .00 5000.75 112.0 .0 112.0 .0 .0 68.7 .0 1.8 .9 5000.75 .11 .00 1.63 .00 .000 .060 .000 .000 4998.25 1.74 .002250 25. 25. 25. 0 0 0 .00 41.52 43.26 *SECNO 775.000 775.000 2.05 5000.38 112.0 .0 112.0 .12 .00 1.64 .002278 25. 25. *SECNO 800.000 800.000 2.04 5000.44 112.0 .0 112.0 .12 .00 1.66 .002376 25. 25. *SECNO 825.000 825.000 2.02 5000.50 112.0 .0 112.0 .13 .00 1.68 .002447 25. 25. *SECNO 850.000 850.000 2.01 5000.56 112.0 .0 112.0 .13 .00 1.69 .002508 25. 25. *SECNO 875.000 875.000 1.99 5000.62 112.0 .0 112.0 .13 .00 1.70 .002562 25. 25. .00 .00 5000.42 .04 .0 .0 68.4 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 5000.48 .04 .0 .0 67.4 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 5000.54 .04 .0 .0 66.7 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 5000.60 .04 .0 .0 66.2 .0 .00 .000 .060 .000 25. 0 0 0 .00 .00 5000.66 .05 .0 .0 65.7 .0 .00 .000 .060 .000 25. 0 0 0 .06 .00 5000.83 1.9 1.0 5000.83 .000 4998.33 1.77 .00 41.47 43.23 .06 .00 5000.90 1.9 1.0 5000.90 .000 4998.40 1.86 .00 41.28 43.14 .06 .00 5000.98 2.0 1.0 5000.98 .000 4998.48 1.93 .00 41.14 43.07 .06 .00 5001.05 2.0 1.0 5001.05 000 4998.55 1.98 .00 41.04 43.02 .06 .00 5001.13 2.0 1.1 5001.13 .000 4998.63 2.03 .00 40.94 42.97 01MAR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB GCH OROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL 1DC '*SECNO 900.000 900.000 1.98 5000.68 .00 .00 5000.73 112.0 .0 112.0 .0 .0 65.3 ' .14 .00 1.72 .00 .000 .060 .002612 25. 25. 25. 0 0 *SECNO 925.000 925.000 1.97 5000.75 .00 .00 5000.80 ' 112.0 .0 112.0 .0 .0 64.8 .14 .00 1.73 .00 .000 .060 .002662 25. 25. 25. 0 0 *SECNO 950.000 950,000 1.96 1000.82 .00 .00 5000.86 112.0 .0 112.0 .0 .0 64.5 .15 .00 1.74 .00 .000 .060 .002703 25. 25. 25. 0 0 *SECNO 975.000 975.000 1.96 5000.88 .00 .00 5000.93 ' 112.0 .0 112.0 .0 .0 64.2 .15 .00 1.74 .00 .000 .060 ' .002739 25. 25. 25. 0 0 *SECNO 1000.000 ' 1000.000 1.95 5000.95 .00 .00 5001.00 112.0 .0 112.0 .0 .0 63.9 • .15 .00 1.75 .00 .000 .060 ' 002772 25. 25. 25. 0 0 SECNO 1025.000 1025.000 1.94 5001.02 .00 .00 5001.07 112.0 .0 112.0 .0 .0 63.7 .16 .00 1.76 .00 .000 .060 ' .002802 25. 25. 25. 0 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .05 .06 .00 5001.20 .0 2.1 1.1 5001.20 000 .000 4998.70 2.07 0 .00 40.86 42.93 .05 .07 .00 5001.28 .0 2.1 1.1 5001.28 000 .000 4998.78 2.11 0 .00 40.77 42.89 .05 .07 .00 5001.35 .0 2.1 1.1 5001.35 .000 .000 4998.85 2.15 0 .00 40.71 42.85 .05 .07 .00 5001.43 .0 2.2 1.2 5001.43 .000 .000 4998.93 2.18 0 .00 40.65 42.82 .05 .07 .00 5001.50 .0 2.2 1.2 5001.50 .000 .000 4999.00 2.20 0 .00 40.60 42.80 .05 .07 .00 5001.58 .0 2.3 1.2 5001.58 000 .000 4999.08 2.22 0 .00 40.55 42.78 . PAGE 21 01MAR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV G GLOB OCH GROB ALOB ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 1050.000 1050.000 1.94 5001.09 .00 .00 5001.14 .05 .07 .00 5001.65 112.0 .0 112.0 .0 .0 63.5 .0 2.3 1.2 5001.65 .16 .00 1.76 .00 .000 .060 .000 .000 4999.15 2.24 .002825 25. 25. 25. 0 0 0 .00 40.52 42.76 *SECNO 1075.000 1075.000 1.94 5001.16 .00 .00 5001.21 .05 .07 .00 5001.73 112.0 .0 112.0 .0 .0 63.3 .0 2.3 1.2 5001.73 .17 .00 1.77 .00 .000 .060 .000 .000 4999.23 2.26 .002851 25. 25. 25. 0 0 0 .00 40.48 42.74 *SECNO 1100.000 1100.000 1.93 5001.23 .00 .00 5001.28 .05 .07 .00 5001.80 112.0 .0 112.0 .0 .0 63.2 .0 2.4 1.3 5001.80 .17 .00 1.77 .00 .000 .060 .000 .000 4999.30 2.28 .002871 25. 25. 25. 0 0 0 .00 40.45 42.72 *SECNO 1125.000 1125.000 1.93 5001.31 .00 .00 5001.35 .05 .07 .00 5001.88 112.0 .0 112.0 .0 .0 63.0 .0 2.4 1.3 5001.88 .17 .00 1.78 .00 .000 .060 .000 .000 4999.38 2.29 .002890 25. 25. 25. 0 0 0 .00 40.42 42.71 *SECNO 1150.000 1150.000 1.92 5001.38 .00 .00 5001.43 .05 .07 .00 5001.95 112.0 .0 112.0 .0 .0 62.9 .0 2.4 1.3 5001.95 .18 .00 1.78 .00 .000 .060 .000 .000 4999.45 2.30 .002903 25. 25. 25. 0 0 0 .00 40.40 42.70 *SECNO 1175.000 1175.000 1.92 5001.45 .00 .00 5001.50 .05 .07 .00 5002.03 112.0 .0 112.0 .0 .0 62.8 .0 2.5 1.3 5002.03 .18 .00 1.78 .00 .000 .060 .000 .000 4999.53 2.31 .002919 25. 25. 25. 0 0 0 .00 40.38 42.69 PAGE 22 O1MAR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG 0 GLOB OCH GROB ALOB ACH ' TIME VLOS VCH VROB XNL XNCH SLOPE XL08L XLCH XLOBR (TRIAL IDC ' *SECNO 1200.000 1200.000 1.92 5001.52 .00 .00 5001.57 112.0 .0 112.0 .0 .0 62.7 ' .18 .00 1.79 .00 .000 .060 .002930 25. 25. 25. 0 0 ' *SECNO 1225.000 1225.000 1.92 5001.60 .00 .00 5001.65 112.0 .0 112.0 .0 .0 62.7 .19 .00 1.79 .00 .000 .060 .002938 25. 25. 25. 0 0 ' *SECNO 1234.000 1234.000 1.92 5001.62 .00 .00 5001.68 ' 110.0 .0 110.0 .0 .0 53.2 .19 .00 2.07 .00 .000 .060 .004107 9. 9. 9. 0 0 *SECNO 1250.000 1250.000 1.85 5001.68 .00 .00 5001.76 ' 110.0 .0 110.0 .0 .0 50.4 .19 .00 2.18 .00 .000 .060 .004804 1 16. 16. 16. 0 0 *SECNO 1275.000 1275.000 1.77 5001.81 .00 .00 5001.89 ' 110.0 .0 110.0 .0 .0 47.9 .19 .00 2.30 .00 .000 .060 ' 005564 25, 25, 25. 1 0 *SECNO 1300.000 ' 1300.000 1.72 5001.95 .00 .00 5002.04 110.0 .0 110.0 .0 .0 45.9 .20 .00 2.40 .00 .000 .060 ' 006289 1 25. 25. 25. 1 0 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .05 .07 .00 5002.10 .0 2.5 1.4 5002.10 .000 .000 4999.60 2.32 0 .00 40.36 42.68 .05 .07 .00 5002.18 .0 2.5 1.4 5002.18 .000 .000 4999.68 2.33 0 .00 40.35 42.67 .07 .03 .01 5002.20 .0 2.6 1.4 5002.20 .000 .000 4999.70 2.31 0 .00 35.38 37.69 .07 .07 .00 5002.33 .0 2.6 1.4 5002.33 .000 .000 4999.83 2.63 0 .00 34.74 37.37 .08 .13 .00 5002.53 .0 2.6 1.4 5002.53 .000 .000 5000.03 2.92 0 .00 34.16 37.08 .09 .15 .00 5002.73 .0 2.6 1.4 5002.73 000 .000 5000.23 3.16 0 .00 33.69 36.84 PAGE 23 01MAR95 10:16:37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLDS OCH OROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO8L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 1325.000 1325.000 1.68 5002.11 .00 .00 5002.20 .09 .16 .00 5002.93 110.0 .0 110.0 .0 .0 44.6 .0 2.7 1.5 5002.93 .20 .00 2.47 .00 .000 .060 .000 .000 5000.43 3.31 .006839 25. 25. 25. 1 0 0 .00 33.38 36.69 *SECNO 1350.000 1350.000 1.65 5002.28 .00 .00 5002.38 .10 .18 .00 5003.13 110.0 .0 110.0 .0 .0 43.6 .0 2.7 1.5 5003.13 .20 .00 2.52 .00 .000 .060 .000 .000 5000.63 3.43 .007307 25. 25. 25. 0 0 0 .00 33.13 36.57 *SECNO 1375.000 1375.000 1.63 5002.47 .00 .00 5002.57 .10 .19 .00 5003.33 110.0 .0 110.0 .0 .0 43.2 .0 2.7 1.5 5003.33 .21 .00 2.55 .00 .000 .060 .000 .000 5000.83 3.49 .007531 25. 25. 25. 0 0 0 .00 33.02 36.51 *SECNO 1404.000 1404.000 1.62 5002.69 .00 .00 5002.79 .10 .22 .00 5003.56 110.0 .0 110.0 .0 .0 42.9 .0 2.7 1.5 5003.56 .21 .00 2.56 .00 .000 .060 .000 .000 5001.06 3.52 .007664 29. 29. 29. 0 0 0 .00 32.96 36.48 PAGE 24 J t 1 1 01MAR95 1 10:16:37 PAGE 25 THIS RUN EXECUTED 01MAR95 10:16:42 rrrrrff ff rf f►rrrrrrrf r»rrrrrref fr» HEC-2 WATER SURFACE PROFILES 1 Version 4.6.0; February 1991 ff►ff•fflffffftftrrtffffffffffffff►ff 1 NOTE- ASTERISK (f) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ' S=0.30% 0=216 cfs ' SUMMARY PRINTOUT TABLE 150 ' SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10rKS VCH AREA .01K 1.000 .00 .00 .00 4996.00 216.00 4998.01 .00 4998.07 27.48 1.92 112.61 41.20 1.000 .00 .00 .00 4996,00 288.00 4998.46 .00 4998,52 24.41 2.04 141.15 58.29 ' 25.000 25.00 .00 .00 4996.08 216.00 4998.08 .00 4998.14 27.78 1.92 112.21 40.98 25.000 25.00 .00 .00 4996.08 288.00 4998.52 .00 4998.59 24.90 2.05 140.24 57.72 ' 50.000 25.00 .00 .00 4996.15 216.00 4998.15 .00 4998.21 28.09 1.93 111.82 40.76 50.000 25.00 .00 .00 4996.15 288.00 4998.58 .00 4998.65 25.39 2.07 139.35 57.16 75.000 25.00 .00 .00 4996.23 216.00 4998.22 .00 4998.28 28.32 1.94 111.52 40.59 75.000 25.00 .00 .00 4996.23 288.00 4998.65 .00 4998.71 25.81 2.08 138.60 56.69 ' 100.000 25.00 .00 .00 4996.30 216.00 4998.29 .00 4998.35 28.51 1.94 111.27 40.45 100.000 25.00 .00 .00 4996.30 288.00 4998.71 .00 4998.78 26.19 2.09 137.93 56.27 125.000 25.00 .00 .00 4996.38 216.00 4998.36 .00 4998.42 28.71 1.95 111.03 40.32 125.000 25.00 .00 .00 4996.38 288.00 4998.78 .00 4998.85 26.56 2.10 137.31 55.88 150.000 25.00 .00 .00 4996.45 216.00 4998.43 .00 4998.49 28.85 1.95 110.85 40.21 ' 150.000 25.00 .00 .00 4996.45 288.00 4998.84 .00 4998.91 26.90 2.11 136.74 55.53 175.000 25.00 .00 .00 4996.53 216.00 4998.50 .00 4998.56 29.02 1.95 110.64 40.10 175.000 25.00 .00 .00 4996.53 288.00 4998.91 .00 4998.98 27.20 2.11 136.24 55.22 200.000 25.00 .00 .00 4996.60 188.00 4998.58 .00 4998.63 22.08 1.70 110.49 40.01 ' 200.000 25.00 .DO .00 4996.60 250.00 4998.99 .00 4999.04 20.56 1.84 136.11 55.14 225.000 25.00 .00 .00 4996.68 188.00 4998.64 .00 4998.68 22.25 1.71 110.22 39.86 225,000 25.00 .00 .00 4996,68 250.00 4999,04 .00 4999.09 20.86 1.85 135.45 54.73 ' 250.000 25.00 .00 .00 4996.75 188.00 4998.70 .00 4998.74 23.40 1.73 108.44 38.87 250.000 1 25.00 .00 .00 4996.75 250.00 4999.09 .00 4999.15 21.85 1.87 133.42 53.48 O1MAR95 10:16:37 PAGE 26 ' SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10•KS VCH AREA .01K 275.000 25.00 .00 .00 4996.83 188.00 4998.75 .00 4998.81 29.64 1.93 97.59 34.53 275.000 25.00 .00 .00 4996.83 250.00 4999.14 .00 4999.21 27.66 2.08 120.25 47.53 300.000 25.00 .00 .00 4996.91 188.00 4998.83 .00 4998.89 30.06 1.94 97.15 34.29 300.000 25.00 .00 .00 4996.91 250.00 4999.21. .00 4999.28 28.23 2.09 119.44 47.05 1 325.000 25.00 .00 .00 4996.98 188.00 4998.90 .00 4998.96 29.67 1.93 97.57 34.51 325.000 25.00 .00 .00 4996.98 250.00 4999.28 .00 4999.35 28.15 2.09 119.56 47.12 , 350.000 25.00 .00 .00 4997.06 188.00 4998.98 .00 4999.03 29.67 1.93 97.57 34.51 350.000 25.00 .00 .00 4997.06 250.00 4999.35 .00 4999.42 28.34 2.10 119.30 46.96 ' 375.000 25.00 .00 .00 4997.13 109.00 4999.07 .00 4999.10 19.81 1.50 72.74 24.49 375.000 25.00 .00 .00 4997.13 144.00 4999.45 .00 4999.48 17.98 1.58 90.93 33.96 400.000 25.00 .00 .00 4997.21 109.00 4999.11 .00 4999.15 20.28 1.51 72.16 24.20 ' 400.000 25.00 .00 .00 4997.21 144.00 4999.49 .00 4999.53 18.65 1.60 89.80 33.35 425.000 25.00 .00 .00 4997.28 109.00 4999.17 .00 4999.20 21.50 1.54 70.75 23.51 , 425.000 25.00 .00 .00 4997.28 144.00 4999.54 .00 4999.58 19.74 1.64 88.05 32.41 450.000 25.00 .00 .00 4997.36 109.00 4999.22 .00 4999.26 22.40 1.56 69.79 23.03 ' 450.000 25.00 .00 .00 4997.36 144.00 4999.59 .00 4999.63 20.59 1.66 86.79 31.73 475.000 25.00 .00 .00 4997.43 109.00 4999.28 .00 4999.32 23.23 1.58 68.93 22.62 , 475.000 25.00 .00 .00 4997.43 144.00 4999.64 .00 4999.68 21.39 1.68 85.67 31.14 500.000 25.00 .00 .00 4997.51 109.00 4999.33 .00 4999.37 23.98 1.60 68.19 22.26 500.000 25.00 .00 .00 4997.51 144.00 4999.69 .00 4999.74 22.15 1.70 84.65 30.59 1 525.000 25.00 .00 .00 4997.58 109.00 4999.40 .00 4999.44 24.68 1.61 67.54 21.94 525.000 25.00 .00 .00 4997.58 144.00 4999.75 .00 4999.79 22.88 1.72 83.72 30.11 ' 550.000 25.00 .00 .00 4997.66 109.00 4999.46 .00 4999.50 25.32 1.63 66.95 21.66 550.000 25.00 .00 .00 4997.66 144.00 4999.81 .00 4999.85 23.56 1.74 82.89 29.67 , 575.000 25.00 .00 .00 4997.73 109.00 4999.52 .00 4999.56 25.91 1.64 66.43 21.41 575.000 25.00 .00 .00 4997.73 144.00 4999.86 .00 4999.91 24.20 1.75 82.13 29.27 ' 600.000 25.00 .00 .00 4997.81 109.00 4999.59 .00 4999.63 26.44 1.65 65.98 21.20 600.000 25.00 .00 .00 4997.81 144.00 4999.93 .00 4999.97 24.80 1.77 81.45 28.91 625.000 25.00 .00 .00 4997.88 109.00 4999.65 .00 4999.69 26.91 1.66 65.59 21.01 ' 625.000 25.00 .00 .00 4997.88 144.00 4999.99 .00 5000.04 25.34 1.78 80.85 28.60 650.000 25.00 .00 .00 4997.96 109.00 4999.72 .00 4999.76 27.31 1.67 65.27 20.86 ' 650.000 25.00 .00 .00 4997.96 144.00 5000.05 .00 5000.10 25.85 1.79 80.30 28.32 675.000 25.00 .00 .00 4998.03 109.00 4999.79 .00 4999.83 27.69 1.68 64.96 20.72 ' 675.000 25.00 .00 .00 4998.03 144.00 5000.12 .00 5000.17 26.31 1.80 79.82 28.07 1 01MAR95 10:16:37 PAGE 27 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10`KS VCH AREA .01K ' 700.000 25.00 .00 .00 4998.11 109.00 4999.86 .00 4999.90 28.02 1.68 64.71 20.59 700.000 25.00 .00 .00 4998.11 144.00 5000.18 .00 5000.23 26.71 1.81 79.41 27.86 ' 725.000 25.00 .00 .00 4998.18 109.00 4999.93 .00 4999.97 28.27 1.69 64.51 20.50 725.000 25.00 .00 .00 4998.18 144.00 5000.25 .00 5000.30 27.12 1.82 79.00 27.65 750.000 25.00 .00 .00 4998.25 84.00 5000.00 .00 5000.04 2.3.09 1.50 55.90 17.48 ' 750.000 25.00 .00 .00 4998.25 112.00 5000.32 .00 5000.36 22.50 1.63 68.70 23.61 ' 775.000 775.000 25.00 25.00 .00 .00 4998.33 4998.33 84.00 112.00 5000.06 5000.38 .00 5000.10 5000.42 23.42 22.78 1.51, 1.64 55.64 68.42 17.36 23.47 .00 .00 .00 800.000 25.00 .00 .00 4998.40 84.00 5000.12 .00 5000.16 24.55 1.53 54.75 16.95 800.000 25.00 .00 .00 4998.40 112.00 5000.44 .00 5000.48 23.76 1.66 67.43 22.98 825.000 25.00 .00 .00 4998.48 84.00 5000.18 .00 5000.22 25.32 1.55 54.18 16.69 ' 825.000 25.00 .00 .00 4998.48 112.00 5000.50 .00 5000.54 24.47 1.68 66.74 22.64 850.000 25.00 .00 .00 4998.55 84.00 5000.24 .00 5000.28 25.89 1.56 53.77 16.51 850,000 25.00 .00 .00 4998.55 112.00 5000.56 .00 5000.60 25.08 1.69 66.18 22.36 875.000 25.00 .00 .00 4998.63 84.00 5000.31 .00 5000.35 26.49 1.57 53.35 16.32 875.000 25.00 .00 .00 4998.63 112.00 5000.62 .00 5000.66 25.62 1.70 65.70 22.13 ' 900.000 25.00 .00 .00 4998.70 84.00 5000.38 .00 5000.41 26.99 1.58 53.02 16.17 900.000 25.00 .00 .00 4998.70 112.00 5000.68 .00 5000.73 26.12 1.72 65.26 21.91 ' 925.000 25.00 .00 .00 4998.78 84.00 5000." .00 5000.48 27.41 1.59 52.73 16.04 925.000 25.00 .00 .00 4998.78 112.00 5000.75 .00 5000.80 26.62 1.73 64.84 21.71 ' 950.000 25.00 .00 .00 4998.85 84.00 5000.51 .00 5000.55 27.79 1.60 52.49 15.93 950.000 25.00 .00 .00 4998.85 112.00 5000.82 .00 5000.86 27.03 1.74 64.50 21.54 ' 975.000 25.00 .00 .00 4998.93 84.00 5000.58 .00 5000.62 28.08 1.61 52.30 15.85 975.000 25.00 .00 .00 4998.93 112.00 5000.88 .00 5000.93 27.39 1.74 64.21 21.40 25.00 .00 .00 4999.00 84.00 5000.65 .00 5000.69 28.38 1.61 52.12 15.77 '1000.000 1000.000 25.00 .00 .00 4999.00 112.00 5000.95 .00 5001.00 27.72 1.75 63.95 21.27 25.00 .00 .00 4999.08 84.00 5000.72 .00 5000.76 28.62 1.62 51.97 15.70 '1025.000 1025.000 25.00 .00 .00 4999.08 112.00 5001.02 .00 5001.07 28.02 1.76 63.71 21.16 1050.000 25.00 .00 .00 4999.15 84.00 5000.79 .00 5000.84 28.83 1.62 51.84 15.64 ' 1050.000 25.00 .00 .00 4999.15 112.00 5001.09 .00 5001.14 28.25 1.76 63.53 21.07 1075.000 25.00 .00 .00 4999.23 84.00 5000.87 .00 5000.91 29.05 1.62 51.71 15.59 ' 1075.000 25.00 .00 .00 4999.23 112.00 5001.16 .00 5001.21 28.51 1.77 63.33 20.98 1100.000 25.00 .00 .00 4999.30 84.00 5000.94 .00 5000.98 29.20 1.63 51.61 15.54 1 1100.000 25.00 .00 .00 4999.30 112.00 5001.23 .00 5001.28 28.71 1.77 63.18 20.90 0114AR95 10:16:37 PAGE 28 ' SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10•KS VCH AREA .01K 1125.000 25.00 .00 .00 4999.38 84.00 5001.01 .00 5001.05 29.33 1.63 51.54 15.51 1125.000 25.00 .00 .00 4999.38 112.00 5001.31 .00 5001.35 28.90 1.78 63.04 20.83 ' 1150.000 25.00 .00 .00 4999.45 84.00 5001.09 .00 5001.13 29.42 1.63 51.48 15.49 1150.000 25.00 .00 .00 4999.45 112.00 5001.38 .00 5001.43 29.03 1.78 62.94 20.79 ' 1175.000 25.00 .00 .00 4999.53 84.00 5001.16 .00 5001.20 29.58 1.63 51.39 15.45 1175.000 25.00 .00 .00 4999.53 112.00 5001.45 .00 5001.50 29.19 1.78 62.82 20.73 ' 1200.000 25.00 .00 .00 4999.60 84.00 5001.23 .00 5001.27 29.64 1.64 51.35 15.43 1200.000 25.00 .00 .00 4999.60 112.00 5001.52 .00 5001.57 29.30 1.79 62.74 20.69 ' 1225.000 25.00 .00 .00 4999.68 84.00 5001.31 .00 5001.35 29.67 1.64 51.34 15.42 1225.000 25.00 .00 .00 4999.68 112.00 5001.60 .00 5001.65 29.38 1.79 62.68 20.66 ' 1234.000 9.00 .00 .00 4999.70 83.00 5001.33 .00 5001.39 42.28 1.91 43.37 12.76 1234.000 9.00 .00 .00 4999.70 110.00 5001.62 .00 5001.68 41.07 2.07 53.25 17.17 1250.000 16.00 .00 .00 4999.83 83.00 5001.40 .00 5001.46 49.84 2.03 40.98 11.76 ' 1250.000 16.00 .00 .00 4999.83 110.00 5001.68 .00 5001.76 48.04 2.18 50.42 15.87 1275.000 25.00 .00 .00 5000.03 83.00 5001.53 .00 5001.60 59.10 2.15 38.66 10.80 ' 1275.000 25.00 .00 .00 5000.03 110.00 5001.81 .00 5001.89 55.64 2.30 47.92 14.75 1300.000 25.00 .00 .00 5000.23 63.00 5001.68 .00 5001.76 66.52 2.24 37.12 10.18 1300.000 25.00 .00 .00 5000.23 110.00 5001.95 .00 5002.04 62.89 2.40 45.93 13.87 1325.000 25.00 .00 .00 5000.43 83.00 5001.85 .00 5001.93 71.51 2.29 36.22 9.81 1325.000 25.00 .00 .00 5000.43 110.00 5002.11 .00 5002.20 68.39 2.47 44.62 13.30 ' 1350.000 25.00 .00 .00 5000.63 83.00 5002.03 .00 5002.11 75.73 2.34 35.52 9.54 1350.000 25.00 .00 .00 5000.63 110.00 5002.28 .00 5002.38 73.07 2.52 43.61 12.87 ' 1375.000 25.00 .00 .00 5000.83 83.00 5002.22 .00 5002.31 77.08 2.35 35.30 9.45 1375.000 25.00 .00 .00 5000.83 110.00 5002.47 .00 5002.57 75.31 2.55 43.16 12.68 ' 1404.000 29.00 .00 .00 5001.06 83.00 5002.44 .00 5002.53 77.47 2.35 35.24 9.43 1404.000 29.00 .00 .00 5001.06 110.00 5002.69 .00 5002.79 76.64 2.56 42.90 12.57 , 01MAR95 10:16:37 PAGE 29 S=0.30% 0=216 cfs SUMMARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1.000 216.00 4998.01 .00 .00 .00 62.06 .00 1.000 288.00 4998.46 .45 .00 .00 64.76 .00 25.000 216.00 4998.08 .00 .07 .00 62.02 25.00 25.000 288.00 4998.52 .44 .06 .00 64.67 25.00 ' 50.000 216:00 4998.15 .00 .07 .00 61.98 25.00 50.000 288.00 4998.58 .44 .06 .00 64.59 25.00 t75.000 216.00 4998.22 .00 .07 .00 61.95 25.00 75.000 288.00 4998.65 .43 .06 .00 64.52 25.00 100.000 216.00 4998.29 .00 .07 .00 61.93 25.00 100.000 288.00 4998.71 .42 .06 .00 64.46 25.00 ' 125.000 216.00 4998.36 .00 .07 .00 61.91 25.00 125.000 288.00 4998.78 .42 .07 .00 64.40 25.00 150.000 216.00 4998.43 .00 .07 .00 61.89 25.00 ' 150.000 288.00 4998.84 .41 .07 .00 64.35 25.00 175.000 216.00 4998.50 .00 .07 .00 61.87 25.00 175.000 288.00 4998.91 .41 .07 .00 64.30 25.00 200.000 188.00 4998.58 .00 .08 .00 61.85 25.00 ' 200.000 250.00 4998.99 .40 .08 .00 64.29 25.00 225.000 188.00 4998.64 .00 .06 .00 61.83 25.00 ' 225.000 250.00 4999.04 .40 .05 .00 64.23 25.00 250.000 188.00 4998.70 .00 .06 .00 61.65 25.00 ' 250.000 250.00 4999.09 .40 .05 .00 64.04 25.00 275.000 188.00 4998.75 .00 .06 .00 56.53 25.00 275.000 250.00 4999.14 .39 .05 .00 58.89 25.00 300.000 188.00 4998.83 .00 .07 .00 56.49 25.00 300.000 250.00 4999.21 .39 .07 .00 58.81 25.00 ' 325.000 188.00 4998.90 .00 .08 .00 56.53 25.00 325.000 250.00 4999.28 .38 .07 .00 58.82 25.00 350.000 188.00 4998.98 .00 .07 .00 56.53 25.00 350.000 250.00 49".35 .38 .07 .00 58.79 25.00 375.000 109.00 4999.07 .00 .09 .00 45.43 25.00 ' 1 375.000 144.00 4999.45 .38 .09 .00 48.53 25.00 01KAR95 10:16:37 PAGE 30 SECNO 0 CWSEL DIFWSP DIFWSX DIFWWS TOPWID XLCH 400.000 109.00 4999.11 .00 .05 .00 45.33 25.00 400.000 144.00 4999.49 .38 .04 .00 48.34 25.00 425.000 109.00 4999.17 .00 .05 .00 45.08 25.00 425.000 144.00 4999.54 .37 .05 .00 48.05 25.00 450.000 109.00 4999.22 .00 .05 .00 44.91 25.00 450.000 144.00 4999.59 .37 .05 .00 47.84 25.00 475.000 109.00 4999.28 .00 .06 .00 44.75 25.00 475.000 144.00 4999.64 .36 .05 .00 47.65 25.00 500.000 109.00 4999.33 .00 .06 .00 44.62 25.00 500.000 144.00 4999.69 .36 .05 .00 47.48 25.00 525.000 109.00 4999.40 .00 .06 .00 44.50 25.00 525.000 144.00 4999.75 .35 .06 .00 47.32 25.00 550.000 109.00 4999.46 .00 .06 .00 44.40 25.00 550.000 144.00 4999.81 .35 .06 .00 47.18 25.00 575.000 109.00 4999.52 .00 .06 .00 44.30 25.00 575.000 144.00 4999.86 .34 .06 .00 47.05 25.00 600.000 109.00 4999.59 .00 .06 .00 44.22 25.00 600.000 144.00 4999.93 .34 .06 AD 46.94 25.00 625.000 109.00 4999.65 .00 .07 .00 44.15 25.00 625.000 144.00 4999.99 .34 .06 .00 46.84 25.00 650.000 109.00 4999.72 .00 .07 .00 44.09 25.00 650.000 144.00 5000.05 .33 .06 .00 46.74 25.00 675.000 109.00 4999.79 .00 .07 .00 44.04 25.00 675.000 144.00 5000.12 .33 .06 .00 46.66 25.00 700.000 109.00 4999.86 .00 .07 .00 43.99 25.00 700.000 144.00 5000.18 .32 .07 .00 46.59 25.00 725.000 109.00 4999.93 .00 .07 .00 43.96 25.00 725.000 144.00 5000.25 .32 .07 .00 46.52 25.00 750.000 84.00 5000.00 .00 .07 .00 38.98 25.00 750.000 112.00 5000.32 .32 .07 .00 41.52 25.00 775.000 84.00 5000.06 .00 .06 .00 38.93 25.00 775.000 112.00 5000.38 .32 .06 .00 41.47 25.00 800.000 84.00 5000.12 .00 .06 .00 38.74 25.00 800.000 112.00 5000.44 .32 .06 .00 41.28 25.00 0114AR95 10:16:37 SECNO 0 CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 825.000 84.00 5000.18 .00 .06 .00 38.63 25.00 825.000 112.00 5000.50 .31 .06 .00 41.14 25.00 850.000 84.00 5000.24 .00 .06 .00 38.54 25.00 850.000 112.00 5000.56 .31 .06 .00 41.04 25.00 875.000 84.00 5000.31 .00 .06 .00 38.45 25.00 875.000 112.00 5000.62 .31 .06 .00 40.94 25.00 900.000 84.00 5000.38 .00 .07 .00 38.38 25.00 900.000 112.00 5000.68 .31 .06 .00 40.86 25.00 925.000 84.00 5000." .00 .07 .00 38.32 25.00 925.000 112.00 5000.75 .31 .07 .00 40.77 25.00 950.000 84.00 5000.51 .00 .07 .00 38.27 25.00 950.000 112.00 5000.82 .30 .07 .00 40.71 25.00 975.000 84.00 5000.58 .00 .07 .00 38.23 25.00 975.000 112.00 5000.88 .30 .07 .00 40.65 25.00 1000.000 84.00 5000.65 .00 .07 .00 38.20 25.00 1000.000 112.00 5000.95 .30 .07 AD 40.60 25.00 1025.000 84.00 5000.72 .00 .07 .00 38.16 25.00 1025.000 112.00 5001.02 .30 .07 .00 40.55 25.00 1050.000 84.00 5000.79 .00 .07 .00 38.14 25.00 1050.000 112.00 5001.09 .30 .07 .00 40.52 25.00 1075.000 84.00 5000.87 .00 .07 .00 38.11 25.00 1075.000 112.00 5001.16 .30 .07 .00 40.48 25.00 1100.000 84.00 5000.94 .00 .07 .00 38.09 25.00 1100.000 112.00 5001.23 .29 .07 .00 40.45 25.00 1125.000 84.00 5001.01 .00 .07 .00 38.07 25.00 1125.000 112.00 5001.31 .29 .07 .00 40.42 25.00 1150.000 84.00 5001.09 .00 .07 .00 38.06 25.00 1150.000 112.00 5001.38 .29 .07 .00 40.40 25.00 1175.000 84.00 5001.16 .00 .07 .00 38.04 25.00 1175.000 112.00 5001.45 .29 .07 .00 40.38 25.00 1200.000 84.00 5001.23 .00 .07 .00 38.04 25.00 1200.000 112.00 5001.52 .29 .07 .00 40.36 25.00 1225.000 84.00 5001.31 .00 .07 .00 38.03 25.00 1225.000 112.00 5001.60 .29 .07 .00 40.35 25.00 PAGE 31 01MAR95 10:16:37 PAGE 32 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1234.000 83.00 5001.33 .00 .02 .00 33.07 9.00 1234.000 110.00 5001.62 .29 .02 .00 35.38 9.00 1250.000 83.00 5001.40 .00 .07 .00 32.49 16.00 1250.000 110.00 5001.68 .29 .07 .00 34.74 16.00 1275.000 83.00 5001.53 .00 .13 .00 31.91 25.00 1275.000 110.00 5001.81 .28 .12 .00 34.16 25.00 1300.000 83.00 5001.68 .00 .15 .00 31.53 25.00 1300.000 110.00 5001.95 .27 .14 .00 33.69 25.00 1325.000 83.00 5001.85 .00 .17 .00 31.30 25.00 1325.000 110.00 5002.11 .26 .16 .00 33.38 25.00 1350.000 83.00 5002.03 .00 .18 .00 31.12 25.00 1350.000 110.00 5002.28 .25 .17 .00 33.13 25.00 1375.000 83.00 5002.22 .00 .19 .00 31.06 25.00 1375.000 110.00 5002.47 .25 .18 .00 33.02 25.00 1404.000 83.00 5002.44 .00 .22 .00 31.05 29.00 1404.000 110.00 5002.69 .24 .22 .00 32.96 29.00 ' 01MAR95 10:16:37 PAGE 33 ' SUMMARY OF ERRORS AND SPECIAL NOTES aaio' e, a ,e ��rc,aN.i II Is N% m the �Wma �on�/Au iIh"t � IM HILL POND ON SPRING CREEK ��,��o' 1, I, o nx M, 0 IT; live A� I 100-YEARI� �F�L�OODPLAIN flgM l:DINO C+ H 111ED PLDOD wK� MAW ewaw rasa • APPFDV•LL PExarq w € <\-- - -__�_—j------ _ --- -W/LDERLAND CONDOS �\� ��`— SPR/ - --- — •y W cRE-_— s -- ---- __.------- w Y _ _ o DEVELOPED CONDITION 10�YEAFiF144DP1.AIN_ Wooer Anew sAn,Feiiuv --- -- 6enu AY <I®ctAI9191 ---- OZ =5.9 cfs ,ra. DRAMAOEYIAY R/Jl EPt ie° iP C, r ti e f u 4 \� 2 0Ipp=20.6 cfs - - Oz =37.3 cfs I pl� - - - OPEN SPACE . ' _ O,W- IJ6.7 cfs ARE B4CKL07LE - - - _ — T---T'--T DP --_ �►. UUREB4CKLO.SWALE .� I x I s j m ISI I II 9 I i II W f` •: }\\ a —// 1 \• l \fir0O p 1 Tom\\30 / I '�.l.�• _r!`I=- —. Iti I —\ I Q z Q If 0 LLI '---r�—T— REVEL PHA'= -- -fir— — I I a Z mj I Vie, iBNC FAANL�) I �� _ = r — , m ; } Q 0 7cc cr t w l/ i I I I III ' jll za/!I I DP I I Z p Fee Z °� �. I I SAD D J, ti28 I II II S6 I I IA IA r * MH!j ° rsnx 21 22 M. 25 — } �t i (r//-y' 0141 /� ee°a'e yw LL < Z ' • 20I i IL 0 Lu _ ¢ „r D 1e � WM RE w t 9 D 30 I1 32 ` \� 1 / �5 G \� vl: DP 2 2 D 1 1 . . . . . z Jew / {, '^-,/J, .Sltti�. IY[J eel UP 1 srs_s NAv^ . y 1T .IP ___ i B - of ,4.(f.c/a - - - _ _. — - -RIIQT - F - .. �zr�._. ; - / 0 -Sa.3 c ' — � � I.r•'p' a..e euv an-ggr�am/ m `_ _ _ / IWr nYA15'� --. Iu w[i iC1fP -_ y.4F aw 54FT •' e Z)- t} arrAa. sxrrJ - \3a(LEGEND \ _ I'-37 35eSUBB45/1V LDENT/E/CATION ' 4'^'k� - W""' - - e /_ / �/ — — — —, I I` '�f' - -/• - - • - to SUM45/N AREA `�N•..::.`..::r�.v "w—..�s..:`w".we�'e t7eY/S/ON GYIMRt7L Ak�7F3: • ^ - * DESIGN POINT ' SUNDER/NG TOWNH ES I • r_ _ _ v FLOW DIRECTION ARROW I. _ . . . - saor -- EX/STING CONTOUR i' I I• • • • _ • . . - . ' 2 PROPOSED CONTOUR L NOTE: FOR DELINEATION OF OFF -SITE BASIN I �. _ . . . _ _ . _ . . . . WETLAND BOUNDARIES SEE DRAINAGE II. . REPORT, SHEET 1 OF 3. SILT FENCE — — — — — — . . . . . . _ . . . . . ----- -- ----- —•-- TOWNHOME - - OEIVELOPAIV IT AREA r O ELEVATION CONTROC�- MARKER LOCATION Haan �ea�ti. =2d u w. e'er. exw o-o.r ew �.me mr •N.n scud t--Bo' F a ro a ,wnK e.�°e ,azr D 30 120 Mr 9r M. a.vRx 7 CONTOUR INTERVAL R Fi. Project No CO-TSF-19 fe''A.'+9 a AC wew e= y .we yewt, auv d row,n,.k a """°""'" Dote: 12-03-e3 Design: cm wM mrh°/ mwFw, Mdr a p4rM 5ro /svGvn• ,Ztm Ito ,e°.k Moen °.. m:. M°M ldaenq .wpsi ar I.4 mvlrte/vu mnc�Nw aM/ mamxr .en A.- wsM d ageay%� a �n°r.+'vI Dmvn: CW JHF- Checked: GJK Fwvmy owner pue+n a.,wn,.f memM�Y Revisions: 1-18-81 sweterva ro ,A.ea„I � ro ..an.:.o. .:.e :n. acaD File:wrRnK-1.Owc � I — — � — — — — — J DRAIANOE REPORT SHEET 1979 FIRM BASE ....,. Mee CSU RESEARCH FOUNDATION j0, - FLOOD ELEVATON 2 OF 3