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HomeMy WebLinkAboutDrainage Reports - 12/22/2000FWnal dd S'T,F,PH., E,, TTS,5TR,EE7' P,4RKING L0T DRALV4GE STUDY ANdERSON CONSU[TING ENGINEERS, INC Civil * Water Resources 9 Environmental STEPHENS STREET PARKING LOT DRAINAGE STUDY' PREPARED FOR: Poudre School District R-1 2407 Laporte Avenue Fort Collins, CO 80521-2297 SUBMITTED TO: City of Fort Collins Utilities 700 Wood Street Fort Collins, CO 80521 PREPARED BY: Anderson Consulting Engineers, Inc. 2900 South College Avenue, Suite 3B Fort Collins, Colorado 80525 (,ACE Project No. COPR116) lVarch 7, 1000 C 10PE I(oprl l 61COPR 1 L6-RPF-REV.WPD p.. J -#-%.N Dacembe, m, 2001 ANdERSON CONSULTING ENGINEERS, INC Civil Water Resources Environmental March 7, 2000 Mr. Glen Schlueter ' City of Fort Collins Utilities 700 Wood Street Fort Collins; CO 80521 ' RE: Stephens Street Parking Lot Drainage Study (ACE Project No. COPR116) ' Dear Glen: ' Anderson Consulting Engineers, Inc. is pleased to submit our report documenting the drainage evaluation for the Stephens Street Parking Lot. We have endeavored to address the issues raised in ' the City's Stormwater review comments dated October 7, 1999. All hydrologic modeling and hydraulic analysis documented herein was performed in accordance with the specifications set forth in the City of Fort Collins Storm Drainage Design Criteria Manual. ' If you have any questions or comments concerning any drainage issue related to this project, please do not hesitate to call me. ' Sincerely, ANDERS ON ING ENGINEERS, INC. Gre och, P.E. ' Pr t Manager 1 cc: Mr. Mike Speamak, Poudre School District R-1 1 T:I0PVACopr1161C0PR116-LTR3. tVPD March 6, 2000 2900 South College Avenue. Suite 3B • Fort Collins, CO • 80525 Phone: (970) 226-0120 • Fax: (970) 226-0121 • E-mail: mail@acewater.com TABLE OF CONTENTS I. INTRODUCTION............................................1 1.1 Background ........................................... 1 1.2 Previous Studies ........................................ 2 1.3 Purpose and Scope of Study .................................. 2 II. HYDROLOGIC EVALUATION OF EXISTING CONDITIONS ............. 3 2.1 Previous Hydrologic Models ................................ 3 2.2 Preparation of the Existing Condition Hydrologic Model .............. 3 2.3 Results of the Existing Condition Hydrologic Analysis ................ 4 III. DESIGN OF THE PARKING LOT DETENTION POND .................. 5 3.1 Design Intent ........................................... 5 3.2 Parking Lot Design/Hydrologic Characteristics .................... 5 IV. HYDROLOGIC EVALUATION OF PROPOSED CONDITIONS ............. 7 4.1 Preparation of the Proposed Condition Hydrologic Model ............. 7 4.2 Results of the Proposed Condition Hydrologic Analysis ............... 7 4.3 Floodplain Considerations .................................. 9 TABLES/APPENDICES TABLES Table 2.1 Summary of Results for the Existing Condition Hydrologic Analyses....... 4 Table 4.1 Summary of Results for the Proposed Condition Hydrologic Analyses. ..... 8 FIGURES Figure 4.1 Comparison of Existing and Proposed Ground along South Edge of Proposed Sidewalk ........................ 11 APPENDICES Appendix A: Documentation of Previous Studies Appendix A.1: Documentation for the "West Vine Drainage Basin Major Drainageway Plan," [EPI, 1980] T IOPEMCopr1 /61COPRI 16-RPT-REV, XFPD March 6. 2000 U ' TABLE OF CONTENTS (Continued) ' Appendix A.2: Documentation for the "Final Drainage Plan for the Poudre School ' District R-1 Facility Services Site," [Lidstone & Anderson, 1996] Appendix A.3: Documentation for the "Final Drainage Plan for the Stephens Street ' Retention Pond Reconfiguration and Warehouse #4," [Lidstone & Anderson, 1997] ' Appendix A.4: Documentation for the "Hydrologic Model Update for the West Vine Basin Master Drainage Plan," [Lidstone & Anderson, 1998] ' Appendix A.5: Documentation for the "Transportation Office Grading and Drainage Plan, Poudre R-1 Facilities Site," [Anderson Consulting Engineers, 1999] ' Appendix B: Hydrologic Analyses of Existing Conditions ' Appendix B.1: Background Documentation and MODSWMM Modeling Details, Existing Conditions ' Appendix B.2: MODSWMM Input and Output for the 10-Year Event, Existing Conditions Appendix B.3: MODSWMM Input and Output for the 100-Year Event, Existing Conditions ' Appendix C: Design/Evaluation of the Parking Lot Detention Pond ' Appendix D: Hydrologic Analyses of Proposed Conditions ' Appendix D.1: Background Documentation and MODSWMM Modeling Details, Proposed Conditions ' Appendix D.2: MODSWMM Input and Output for the 10-Year Event, Proposed Conditions 1 Appendix D.3: MODSWMM Input and Output for the 100-Year Event, Proposed Conditions TIOPEMCopr/l61COPRI l6-RPT-RER WPD it Afarth 6. 2000 ' I. INTRODUCTION 1.1 Background ' The Poudre School District R-1 Facility Services Site is located along the south side of Laporte Avenue, between Taft Hill Road and Overland Trail; the site is located within the West ' Vine Drainage Basin. The City of Fort Collins currently owns right-of-way along a short north - south corridor, south of Laporte Avenue (approximately 2,100 feet west of Taft Hill Road), known ' as Stephens Street. The street has not been developed and currently serves, with only one exception, property owned by the School District. The other property served by Stephens Street ' is one which is under contract and will eventually be owned by the School District. Consequently, this right-of-way is in the process of being abandoned by the City and purchased by the School District. The School District is proposing to develop a parking lot within and directly east of Stephens Street, which will be bounded by: a landscape area and sidewalk on the north (along Laporte Avenue); a landscape area along the east (adjacent to a small existing drainage channel which runs along the west side of the School District's Information Technology Center); an ' existing property, including a house, to the south; and the existing Stephens Street Retention Pond to the west. Proposed conditions associated with the parking lot will increase runoff from the site ' due to an increase in the impervious area. In addition, the School District anticipates the eventual rerouting, to the parking lot, runoff from two small areas south of the parking lot site. ' The School District is currently constructing curb and gutter along Laporte Avenue from the Information Technology Center (ITC) to their western property boundary. The curb and gutter will prevent offsite runoff from the west, which collects along Laporte Avenue, from entering the ' Facility Services Site. This runoff currently enters the site and contributes storm flows to the Stephens Street Retention Pond. ' The School District is also in the process of building a Transportation Office in the interior of the Facility Services Site, west of the Custodial Building. The grading associated with the ' Transportation Office will have a minor impact on internal drainage patterns within the site. The School District is proposing to mitigate potential adverse drainage impacts associated ' with development of the parking lot by incorporating detention within the parking lot. The analysis and design of the Stephens Street Parking Lot Detention Pond is the primary subject of this report. ' T.-IOPEMCoprl 161COPR116-RPT-REV. WPD 1 March 6. 2000 ' 1.2 Previous Studies The Facility Services Site and the West Vine Basin have been the subject of several previous studies. Specifically pertinent to the current study are the "West Vine Drainage Basin Major Drainageway Plan," [EPI, 1980]; the "Final Drainage Plan for the Poudre School District R-1 Facility Services Site," [LA, 1995; revised 1996]; the "Final Drainage Plan for the Stephens ' Street Retention Pond Reconfiguration and Warehouse #4," [LA, 1997], and the "Hydrologic Model Update for the West Vine Basin Master Drainage Plan," [LA, 1998]. In addition, the ' recently completed "Transportation Office Grading and Drainage Plan, Poudre R-1 Facilities Site, [ACE, 1999] carries with it minor implications concerning changes to internal drainage patterns ' within the facilities site. ' 1.3 Purpose and Scope of Study ' The primary purpose of the current study is to evaluate and design the Stephens Street Parking Lot Detention Pond in order to minimize the potential for both downstream and onsite ' hydrologic impacts. The scope of the current study includes: (a) the evaluation of existing hydrologic ' conditions for the project area and adjacent areas tributary to Laporte Avenue; (b) the design of detention facilities associated with the parking lot; (c) the evaluation of proposed hydrologic conditions to verify that potential impacts to downstream areas, as well as onsite facilities and structures, are minimized; and (d) the evaluation of floodplain impacts within the West Vine Basin. ' T.IOPEMCoprl 161COPRI16-RPT-REK WPD 2 March 6, 2000 I ' II. HYDROLOGIC EVALUATION OF EXISTING CONDITIONS 2.1 Previous Hydrologic Models ' A SWMM model was prepared for the entire West Vine Basin as part of the 1980 West Vine Master Drainage Plan; this model encompassed the Facility Services Site. The 1980 basin ' map is included in the documentation provided for the Master Plan in Appendix A.1. A master plan of proposed drainage improvements for the Facility Services Site was ' completed by Lidstone & Anderson in 1996. As part of that study, a SWMM model was prepared which included the portions of the 1980 Master Plan SWMM model upstream of the site, as well as a detailed hydrologic description of the Facilities Site itself. The 1996 study included preliminary design information for the Stephens Street Retention Pond. Upstream and onsite basin ' maps, as well as a schematic of the 1996 hydrologic model, are provided in Appendix A.2. In 1997, Lidstone & Anderson finalized the design of the Stephens Street Retention Pond, in conjunction with the preparation of a grading and drainage plan associated with the construction ' of Warehouse #4. Pursuant to the site changes proposed as part of the 1997 study, it was necessary to revise internal basin boundaries within the Facilities Site. Consequently, the 1996 SWMM model was modified as documented in the letter report, "Final Drainage Plan for the Stephens Street Retention Pond Reconfiguration and Warehouse #4," [LA, 1997]. The revised ' basin map and SWMM input file, as prepared for the 1997 study, are provided in Appendix A.3. It is noted that the basin schematic did not change as a result of the 1997 drainage plan. ' The West Vine Master Plan hydrologic model was updated in 1998 by Lidstone & Anderson. Inflow locations to the facilities site did not change as part of the SWMM model update, but the magnitude of inflows increased significantly. The 1998 West Vine Basin SWMM input file, schematic, and basin map are provided in Appendix A.4. ' 2.2 Preparation of the Existing Condition Hydrologic Model ' For the current study, the Warehouse #4 SWMM model was revised to reflect existing ' conditions and current City criteria as follows: (a) the City's recently revised 100-year rainfall (total 2-hour depth of 3.67 inches) was employed; (b) the 1998 West Vine SWMM model was incorporated for offsite tributary areas; (c) onsite hydrologic parameters for roughness, surface storage and infiltration, as defined for the 1998 West Vine study, were utilized; (d) numbering for the onsite subbasins and conveyance elements was revised to accommodate the 1998 West Vine ' model numbering scheme; (e) an onsite subbasin was delineated which represents the existing area ' T.IOPEMCopr1161COPR116-RPT-REV IVPD 3 March 6. 2000 ' tributary to the proposed parking lot outlet; (f) subbasin boundaries were re -delineated in response to detailed existing topography in the vicinity of the parking lot (prepared by The Engineering Company for the current project), detailed existing grading directly south of the Transportation Office site, and curb and gutter currently being installed along Laporte Avenue by the School ' District. Details associated with preparation of the revised existing condition SWMM model are provided in Appendix B. A revised existing condition onsite basin map and complete model schematic are also provided in Appendix B. ' 2.3 Results of the Existing Condition Hydrologic Analysis MODSWMM was used to evaluate the revised existing condition for both the 10- and 100- ' year events. Selected results of the proposed condition hydrologic analyses are summarized in Table 2.1. From the information provided in the table, it is apparent that the total 100-year runoff which reaches Laporte Avenue at the east end of the Facilities Site is 552 cfs; while the 100-year runoff from the area which is currently tributary to the proposed parking lot is 2.4 cfs. Finally, the 100-year runoff volume which enters the Retention Pond is 1.47 acre-feet. Table 2.1 Summary of Results for the Existing Condition Hydrologic Analyses. Description 10-Year Event 100-Year Event Total Flow at Laporte Avenue, East end of Facilities Site (cfs) 92 552 Peak Runoff from Area Tributary to Parking Lot Outlet (cfs) 0.8 2.4 Runoff Volume Entering Retention Pond (acre-feet) 0.61 1.47 ITIOPEMCoprl I61COPRI I6-RPT-REV. IVPD 4 Math 6. 2000 I ' III. DESIGN OF THE PARKING LOT DETENTION POND ' 3.1 Design Intent ' The design of the Stephens Street Parking Lot Detention Pond is intended to detain the ultimate condition 100-year runoff (including the two areas to the south of the parking), and ' release flows at a rate to not exceed the 100-year existing condition peak flow leaving the site. The design also intends to minimize potential adverse impacts downstream of the parking lot by ' ensuring no increase in the combined runoff from the Facilities Site and upstream, offsite areas. In addition, the design seeks to create a no adverse hydrologic condition for the Stephens Street ' Retention Pond. With regard to emergency operation, the Parking Lot Detention Pond design intends to: ' (a) provide an emergency spillway between the Retention Pond and the parking lot to allow passage of the 100-year runoff which enters the Retention Pond without adversely impacting adjacent structures; and (b) provide an emergency spillway along the northern perimeter of the ' parking lot to allow passage of the 100-year runoff which enters both the parking lot and Retention Pond without adversely impacting adjacent structures. ' 3.2 Parking Lot Design/Hydrologic Characteristics t In order to accomplish the design goals defined above, the parking lot design includes the following features: (a) a concrete chase outlet for conveying normal flows out of the parking lot to the downstream end of the existing channel to the east, and onto Laporte Avenue (the existing outfall location); (b) a sidewalk along the northern perimeter of the parking lot (along Laporte Avenue) which will serve as an emergency spillway for the parking lot; (c) a defined grade break along the western perimeter of the parking lot which will serve to separate the Retention Pond from the parking lot while providing an emergency spillway for the Retention Pond (if an emergency situation occurs for both the Retention Pond and the Parking Lot Pond, detained runoff in both ponds will commingle and outflows will be directed to Laporte Avenue via the sidewalk emergency spillway); (d) a landscaping berm along the eastern perimeter of the parking lot to provide protection for the adjacent ITC building; and T,IOPEMCoprl 161COPR116-RPT-REV. WPD 5 March 6. 2000 I (e) proposed grading that transitions up to existing ground along the southern perimeter of the parking lot to allow runoff from the property to the south to continue to enter the parking ' lot area. The physical features of the Parking Lot Detention Pond are provided on the design drawings prepared by The Engineering Company (TEC); the grading and drainage plan prepared by TEC is enclosed with this report. Preparation of the stage -storage -discharge curve for the ' Parking Lot Pond is documented in Appendix C. The hydraulic evaluation of the emergency spillways is also provided in Appendix C. 1 C 1 [1 1 1 n T.IOPEMCoprII61COPRII6-RPT-REV.;VPD 6 March 6, 2000 11 IV. HYDROLOGIC EVALUATION OF PROPOSED CONDITIONS I4.1 Preparation of the Proposed Condition Hydrologic Model ' The existing condition hydrologic model documented in Chapter 2 was revised to reflect proposed conditions by incorporating the following changes. ' (a) Due to the grading associated with the new Transportation Office, a portion of the basin which drains to the path north of the bus barn (south of the warehouses) was transferred ' to the basin which is tributary to the Retention Pond. (b) Pursuant to the proposed parking lot grading plan, a portion of the basin which currently drains to the Retention Pond was incorporated into the basin which is tributary to the parking lot. ' (c) In response to the ultimate condition which is anticipated by the School District, the area along the north side of the Food Services Warehouse, and the area between the Food ' Services Warehouse and the ITC, were both incorporated into the basin which is tributary to the parking lot. I(d) The storage -discharge rating curve for the Parking Lot Detention Pond was incorporated into the model. Details associated with preparation of the proposed condition SWMM model are provided in Appendix D. A proposed condition onsite basin map and complete model schematic are also provided in Appendix D. ' 4.2 Results of the Proposed Condition Hydrologic Analysis I I I MODSWMM was used to evaluate the proposed condition for both the 10- and 100-year events. Selected results of the proposed condition hydrologic analyses are summarized in Table 4.1. Comparing the results of the proposed condition analyses to those conducted for existing conditions, the following conclusions can be drawn. (a) The 100-year release from the Parking Lot Detention Pond will be less than the 100-year existing condition outflow from the site. (b) The total 100-year discharge at Laporte Avenue (from the combined onsite and offsite upstream sources) will equal the existing 100-year discharge at that location. ITIOPEMCopr/I6ICOPR ll6-RPT-REV.IVPD 7 March 6. 2000 (c) The 100-year water surface elevation in the Parking Lot Detention Pond will be slightly lower than 5072.5 feet, NGVD which is 0.1 feet lower than the crest of the emergency ' spillway, this corresponds to a 100-year ponding depth in the parking lot of 1.0 feet. ' (d) Over 1.5 feet of freeboard will be provided along the eastern landscape berm, while approximately 1 foot of freeboard will be provided for the existing house south of the parking lot (per TEC, finished floor elevation is approximately 5073.5 ft, NGVD). ' (e) The 10-year release from the pond will be slightly higher than the 10-year outflow from the site, however, the total 10-year discharge at Laporte Avenue will be slightly lower than ' exhibited for existing conditions. C I 1 [1 (f) The runoff volume entering the Retention Pond during the 100-year event will be equal for both existing and proposed conditions, while the runoff volume entering the Retention Pond during the 10-year event will be slightly lower for proposed conditions, as compared to existing conditions. Table 4.1 Summary of Results for the Proposed Condition Hydrologic Analyses. Description 10-Year Event 100-Year Event Total Flow.at Laporte Avenue, East end of Facilities Site (cfs) 91 552 Peak Release from the Parking Lot Detention Pond (cfs) 1.2 2.0 Runoff Volume Entering Retention Pond (acre-feet) j 0.60 1.47 As referenced in Section 3.2, an additional evaluation of the hydraulic operation of the emergency spillways was conducted. That evaluation was conducted assuming no available storage in either the Retention Pond or the Parking Lot Pond at the beginning of rainfall for the 100-year event, no attenuation of runoff in either of the ponds, and no outflow through the concrete chase which serves the Parking Lot Detention Pond. The results of this evaluation indicate that the'total 100-year discharge entering the Parking Lot Detention Pond of 6.3 cfs would pass through the sidewalk emergency spillway at an elevation of 5072.8 feet, NGVD. Furthermore, the total 100-year discharge entering both the Retention Pond and Parking Lot Detention Pond of 49.2 cfs can be passed over the sidewalk emergency spillway at an elevation of 5073.1 feet, NGVD. This elevation is approximately 0.4 feet lower than the finished TIOPEMCoprl 161COPR1 16-RPT-REV {VPD 8 March 6. 2000 ' floor elevation of the house located south of the parking lot and 0.2 feet lower than the lowest adjacent finished floor elevation of 5073.3 feet, NGVD for Warehouse #3. Finally, it was determined that the total 100-year discharge of 42.9 cfs entering the Retention Pond would pass through the driveway emergency spillway at an elevation of 5073.35 ' feet, NGVD. This is slightly higher than the Warehouse #3 finished floor elevation of 5073.3 feet, NGVD; at that elevation, a total of 38.9 cfs (or approximately 90 percent of the 100-year ' discharge) could pass through the driveway emergency spillway. It is noted that flood proofing has been provided by the School District for Warehouse #3; however, nearly the entire 100-year ' runoff entering the Retention Pond can pass over the driveway emergency spillway prior to encroaching into the warehouse. Due to detention storage requirements in the parking lot and other site constraints, this represents an optimized design which meets all design criteria except for complete 100-year protection for Warehouse #3 under emergency operating conditions. 4.3 Floodplain Considerations tThe project site is located within a floodplain defined as part of the 1980 West Vine Master ' Drainage Plan; floodplain mapping and HEC-2 output from the Master Plan are provided in Appendix A.1. An evaluation of the previous HEC-2 analysis revealed the following: ' (a) in general, the previous hydraulic analysis was not conducted at a level of detail necessary to accurately evaluate a small-scale project such as that which is currently proposed; ' (b) the defined cross sections do not appear to accurately reflect drainage patterns in the vicinity of Laporte Avenue and the project site (i.e., the centerline of Laporte Avenue ' appears to be a flow obstruction that should have been modeled with a cross section, or at least a portion of a cross section), ' (c) cross section geometry within the current project site did not accurately represent the flow obstruction caused by the existing houses and garages; the buildings in the vicinity of ' Cross Section Q2 (shown on Sheet 42 of the 1980 Master Plan) represent an obstruction of nearly 35 percent of the frontage indicated for Cross Section Q2, however, the house and garage were not represented in the Master Plan HEC-2 model; (d) the hydrologic basis for the previous HEC-2 analyses was the old Master Plan hydrology, which lacks detail in the current area of concern and is significantly different than the ' current hydrology; and (e) flows for Reach Q (which encompasses the current project area) were determined as flow ' splits from Reach R using a manual analytical process. ' T:IOPEMCoprl 161COPRI 16-RPT-REV. WPD 9 March 6, 2000 In summary, it would require a significant effort to bring the previous HEC-2 model up ' to current modeling standards, using current hydrologic information, with a sufficient level of detail necessary to provide a meaningful comparison between pre -project and post -project conditions. Consequently, a variance is requested to forego the requisite detailed hydraulic ' analysis based on the following information: I(a) as part of the current project, the house and garage which represented a significant obstruction for Cross Section Q2 (identified above) have been removed; (b) the existing ground within the parking lot will be lowered an average of more than 0.5 feet; ' (c) as shown in Figure 4.1, the profile of the proposed south edge of the sidewalk along the north side of the parking lot will be elevated above existing ground an average of 4.2 ' inches; (d) as is also shown in the figure, the profile of the proposed south edge of the sidewalk along ' the north side of the parking lot will be elevated above the existing centerline of Laporte Avenue an average of 3.9 inches; I(e) based on the previous HEC-2 model, the 100-year water surface elevation in the current project area is approximately 5073.91 ft, NGVD (based on Cross Section Q2); and I(f) based on proposed conditions for the current study, the 100-year water surface elevation in the parking lot would be 5072.46 ft, NGVD, a reduction of nearly 1.5 feet. ' TIOPEMCoprl 161COPRI 16-RPT-REV. IVPD 10 March 7, 2000 5078 WEST EAST J APPENDIX A u DOCUMENTATION OF PREVIOUS STUDIES L 1 1 1 1 I I r IT. IOPEMCopr1161COPR116-RPT. WPD September 14, 1999 L 1 11 1 1 i APPENDIX A.1 DOCUMENTATION FOR THE "WEST VINE DRAINAGE BASIN MAJOR DRAINAGE WAY PLAN, " [EPI, 19801 ' TIOPEMCoprl 161COPRI 16-RPT. IVPD September 14, 1999 WEST VINE DRAINAGE BASIN MAJOR DRAINAGEWAY PLAN December, 1980 Prepared For: City of Fort Collins and the Colorado Water Conservation Board Prepared By: Engineering Professionals, Inc. S Does 11 ' .... --__ C _ M • n� -- -- --• -- fi `� = - -- -- - � --fit. -- - + .—�L . _ 3 y r o U — oors l !. v I I m l V�i'1 "dNS/la3AO" �" Om .1 .� o •h I � � et •I. I A. .y.. 25 -c mac.g�v' Qn -.-- "�:.=-t--'. Im CM, w wr 71 Cmh TAB* _ RD i......• � j i; � :,.- , ; •fly � `,'�"y-tii►�; Twt •• � 1� . N Z _;�g`" � "'moo •.��`'��'E•r �' ,./��: `�' :.�• "' �. min c f '.., `�•I . 6 _ Z m rn nS t Fyt�T o� " I�ti -` sv}.7 (' •. CD > cn ZMwo Z!e V. 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CF ICC YEAR FLOODP�: AI,� - 42 -�� CITY OF FORT COLLINS , COLORAJO _-_ FIGUR: 9 ##xxxxxxxxxxxx#xxx##xxxxxxxxx######x#x##x#x f'i L L : 4JVz�1c a c�T * HEC-2 WATER SURFACE PROFILES x x Version 4.6.2; May 1991 * 2ZFI rTZ=rn * RUN DATE 29JUL94 TIME 14:25:46 * I'�Ih�-rt.-� P�&'A *##xxxxx#xx#xxxx########x##*#####x#xx*xx### X X XXXXXXX XXXXX x x x x x x X x x ' xxxxxxx XXXX x X x x x x x x x x x x xxxxxxx xxxxx ' 29JUL94 14:25:46 #######xx#####xxxxxx##x#xxxxx######## �EC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 �xx#x#xxxx#xxxxxxx#####xxxxxxx######x T1 2 year flood event, existing Land use; Data from EPI, 1980 Master Plai Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 W. Vine Basin Reach 0 2 yr existing J1 "ICHECK INQ NINV IDIR STRT METRIC HVINS ' 0 2 0 0 0 0 0 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 1 0.0 .0 .0 .0 .0 .0 VARIABLE CODES FOR SUMMARY PRINTOUT 150 'C .045 .045 .045 .0 .50 QT 12 7 25 48 98 145 175 266 428 �T 1 1.0 5.0 .0 180.0 .0 .0 X3 5072.1 .0 5072.0 20.0 5072.0 78.0 .055 .055 .055 .0 .50 2.0 5.0 1.0 305.0 120.0 120.0 R 5075.0 .0 5074.0 .50.0 5072.7 165.0 * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 PAGE 1 THIS RUN EXECUTED 29JUL94 14:25:46 0 WSEL 0. 5072.11 IBW CHNIM .0 .0 253 FO 0 ITRACE .0 30 84 124 .0 .0 .0 10.0 5072.0 180.0 5082.0 180.0 120.0 .0 .0 10.0 5074.0 305.0 5084.0 305.0 NC .045 .045 .045 .0 .50 X1 3.0 5.0 .0 480.0 95.0 95.0 95.0 .0 .0 X3 GR 5076.0 .0 5074.0 100.0 5073.2 300.0 5074.0 480.0 5084.0 NC .035 .035 .035 .0 .50 X1 4.0 7.0 .0 774.0 370.0 370.0 370.0 .0 .0 X3 GR 5076.7 .0 5076.7 34.0 5076.2 82.0 5075.6 374.0 5076.0 GR 5076.9 681.0 5076.8 774.0 1 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV a 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 *PROF 1 0 CCHV= .000 CEHV= .500 *SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED .01 FEET 1.000 .11 5072.11 .00 5072.11 5072.11 .00 .00 .00 5072.10 7.0 .0 7.0 .0 .0 18.8 .0 .0 .0 5082.00 .00 .00 .37 .00 .000 .045 .000 .000 5072.00 .00 .002599 0. 0. 0. 0 0 0 .00 180.00 180.00 CCHV= .000 CEHV= .500 *SECNO 2.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .23 2.000 .23 5072.93 .00 .00 5072.96 .03 .83 .01 5075.00 7.0 .0 7.0 .0 .0 4.9 .0 .0 .3 5084.00 .02 .00 1.42 .00 .000 .055 .000 .000 5072.70 145.17 .051156 120. 120. 120. 4 0 0 .00 43.97 189.14 CCHV= .000 CEHV= .500 *SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 5.13 3.000 .27 5073.47 .00 .00 5073.48 .00 .52 .00 5076.00 7.0 .0 7.0 .0 .0 18.0 .0 .1 .5 5084.00 .09 .00 .39 .00 .000 .045 .000 .000 5073.20 231.14 .001947 95. 95. 95. 6 0 0 .00 130.84 361.98 CCHV= .000 CEHV= .500 *SECNO 4.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .11 5075.71 5075.71 .00 5075.74 .03 1.98 .01 5076.70 7.0 .0 7.0 .0 .0 5.3 .0 .2 1.5 5076.80 .17 .00 1.32 .00 .000 .035 .000 .000 5075.60 320.07 .045900 370. 370. 370. 9 18 0 .00 95.51 415.58 10.0 480.0 10.0 524.0 PAGE 2 LI 29JUL94 14:25:46 11 5 year flood event, existing land use; Data from EPI, 1980 Master Plan T2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 W. Vine Basin Reach 0 5 yr existing J1 ICHECK IN0 NINV IDIR STRT METRIC HVINS O WSEL FO ' 0 3 0 0 0 0 0 0. 5072.17 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ' 2 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 ' 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 'O 0LOB 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 1ROF 2 0 HV= .000 CEHV= .500 . ECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED .07 FEET ' 1.000 .17 5072.17 .00 5072.17 5072.18 .01 .00 .00 5072.10 25.0 .0 25.0 .0 .0 29.6 .0 .0 .0 5082.00 .00 .00 .84 .00 .000 .045 .000 .000 5072.00 .00 ' .007287 0. 0. 0. 0 0 0 .00 180.00 180.00 CHV= .000 CEHV= .500 ECNO 2.000 2.000 .49 5073.19 .00 .00 5073.21 .02 1.02 .00 5075.00 25.0 .0 25.0 .0 .0 23.5 .0 .1 .4 5084.00 03 .00 1.06 .00 .000 .055 .000 .000 5072.70 121.71 .010151 120. 120. 120. 3 0 0 .00 95.98 217.70 NV= .000 CEHV= .500 ECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.04 ' 3.000 .42 5073.62 .00 .00 5073.63 .01 .42 .00 5076.00 25.0 .0 25.0 .0 .0 43.1 .0 .1 .7 5084.00 '08 .00 .58 .00 .000 .045 .000 .000 5073,20 193.53 .002431 95. 95. 95. 1 0 0 .00 202.30 395.82 'CHV= .000 CEHV= .500 SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .28 ' 4.000 ' .19 5075.79 .00 .00 5075.83 .04 2.19 .02 5076.70 25.0 .0 25.0 .0 .0 16.0 .0 .4 2.3 5076.80 14 .00 1,56 .00 .000 .035 .000 .000 5075.60 280.15 PAGE 3 PAGE 4 .030524 370. 370. 370. 3 0 0 .00 166.19 446.34 1 29JUL94 14:25:46 T1 10 year flood event, existing Land use; Data from EPI, 1980 Master Plan T2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 T3 W. Vine Basin Reach Q 10 yr existing J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ 0 4 0 0 0 0 0 0. 5072.24 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH OROS 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 *PROF 3 0 CCHV= .000 CEHV= .500 *SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED .14 FEET 1.000 .24 5072.24 .00 5072.24 5072.26 02 .00 .00 5072.10 48.0 .0 48.0 .0 .0 42.2 .0 .0 .0 5082.00 .00 .00 1.14 .00 .000 .045 .000 .000 5072.00 .00 .008204 0. 0. 0. 0 0 0 .00 180.00 180.00 CCHV= .000 CEHV= .500 *SECNO 2.000 2.000 .63 5073.33 .00 .00 5073.35 .02 1.09 .00 5075.00 48.0 .0 48.0 .0 .0 38.4 .0 .1 .4 5084.00 .03 .00 1.25 .00 .000 .055 .000 .000 5072.70 109.62 .010054 120. 120. 120. 4 0 0 .00 122.81 232.42 CCHV= .000 CEHV= .500 *SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.07 3.000 .55 5073.75 .00 .00 5073.75 .01 .40 .00 5076.00 48.0 .0 48.0 .0 .0 71.3 .0 .2 .8 5084.00 .07 .00 .67 .00 .000 .045 .000 .000 5073.20 163.00 .002336 95. 95. 95. 4 0 0 .00 260.29 423.30 CCHV= .000 CEHV= .500 *SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .28 4.000 .25 5075.85 .00 .00 5075.90 .05 2.12 .02 5076.70 PAGE 5 PAGE 6 48.0 .0 48.0 .0 .0 26.1 .0 .6 2.8 5076.80 .12 .00 1.84 .00 .000 .035 :000 .000 5075.60 254.25 .030677 370. 370. 370. 3 0 0 .00 212.05 466.31 29JUL94 14:25:46 T1 25 year flood event, existing land use; Data from EPI, 1980 Master Plan T2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 W. Vine Basin Reach Q 25 yr existing J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ ' 0 5 0 0 0 0 0 0. 5072.34 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 4 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 ' 29JUL94 14:25:46 'SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q OLOB QCH QROB ALOB 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 RROF 4 0 HV= .000 CEHV= .500 SECNO 1.000 33280 CROSS SECTION 1.00 EXTENDED .24 FEET 1.000 .34 5072.34 .00 5072.34 5072.38 .04 .00 .00 5072.10 98.0 .0 98.0 .0 .0 60.2 .0 .0 .0 5082.00 '00 .00 1.63 .00 .000 .045 .000 .000 5072.00 .00 .010531 0. 0. 0. 0 0 0 .00 180.00 180.00 HV= .000 CEHV= .500 ECNO 2.000 2.000 .83 5073.53 .00 .00 5073.56 .03 1.18 .00 5075.00 98.0 .0 98.0 .0 .0 67.8 .0 .2 .5 5084.00 '02 .00 1.44 .00 .000 .055 .000 .000 5072.70 91.43 .009217 120. 120. 120. 3 0 0 .00 163.13 254.56 tHV= .000 CEHV= .500 ECNO 3.000 02 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.07 3.000 .72 5073.92 .00 .00 5073.93 .01 .37 .00 5076.00 98.0 .0 98.0 .0 .0 125.7 .0 .4 1.0 5084.00 '06 .00 .78 .00 .000 .045 .000 .000 5073.20 118.07 .002145 95. 95. 95. 4 0 0 .00 345.67 463.74 ISHV= .000 CEHV= .500 ECNO 4.000 7185 MINIMUM SPECIFIC ENERGY 1720 CRITICAL DEPTH ASSUMED PAGE 7 PAGE 8 4.000 .32 5075.92 5075.92 .00 5076.00 .08 2.01 .03 5076.70 98.0 .0 98.0 .0 .0 43.4 .0 1.1 3.7 5076.80 .10 .00 2.26 .00 .000 .035 .000 .000 5075.60 219.57 032927 370. 370. 370. 4 18 0 .00 273.48 493.05 1 29JUL94 14:25:46 T1 50 year flood event, existing Land use; Data from EPI, 1980 Master Plan T2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 T3 W. Vine Basin Reach Q 50 yr existing J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FO 0 6 0 0 0 0 0 0. 5072.42 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 5 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 QLOB QCH QROB 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 *PROF 5 0 CCHV= .000 CEHV= .500 *SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED .32 FEET 1.000 .42 5072.42 .00 5072.42 5072.48 .06 .00 .00 5072.10 145.0 .0 145.0 .0 .0 74.6 .0 .0 .0 5082.00 .00 .00 1.94 .00 .000 .045 .000 .000 5072.00 .00 .011282 0. 0. 0. 0 0 0 .00 180.00 180.00 CCHV= .000 CEHV= .500 *SECNO 2.000 2.000 .96 5073.66 .00 .00 5073.70 .04 1.22 .00 5075.00 145.0 .0 145.0 .0 .0 91.0 .0 .2 .5 5084.00 .02 .00 1.59 .00 .000 .055 .000 .000 5072.70 79.77 .009204 120. 120. 120. 3 0 0 .00 189.00 268.76 CCHV= .000 CEHV= .500 *SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.15 3.000 .84 5074.04 .00 .00 5074.05 .01 .35 .00 5076.00 145.0 .0 145.0 .0 .0 169.3 .0 .5 1.1 5084.00 .05 .00 .86 .00 .000 .045 .000 .000 5073.20 97.73 .001994 95. 95. 95. 4 0 0 .00 382.27 480.00 CCHV= .000 CEHV= .500 *SECNO 4.000 7185 MINIMUM SPECIFIC ENERGY PAGE 9 PAGE 10 1720 CRITICAL DEPTH ASSUMED 4.000 .37 5075.97 5075.97 .00 5076.06 .09 1.88 .04 5076.70 ' 145.0 .0 145.0 .0 .0 59.2 .0 1.5 4.1 .5076.80 .09 .00 2.45 .00 .000 .035 .000 .000 5075.60 193.67 .031532 370. 370. 370. 4 15 0 .00 319.34 513.01 29JUL94 14:25:46 �1 100 year flood event, existing land use; Data from EPI, 1980 Master Plan 2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 3 W. Vine Basin Reach O 100 yr existing '1 ICHECK INO NINV IDIR STRT METRIC HVINS O WSEL Fa 0 7 0 0 0 0 0 0. 5072.54 0 '2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 6 0.0 .0 .0 .0 .0 .0 .0 .0 .0 ' 29JUL94 14:25:46 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O OLOB OCH OROB ALOB ACH ARDS 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 PROF b CCHV= .000 CEHV= .500 SECNO 1.000 ` 280 CROSS SECTION 1.00 EXTENDED .44 FEET 1.000 .54 5072.54 .00 5072.54 5072.65 .11 .00 .00 5072.10 253.0 .0 253.0 .0 .0 96.2 .0 .0 .0 5082.00 .00 .00 2.63 .00 .000 .045 .000 .000 5072.00 .00 .014728 0. 0. 0. 0 0 0 .00 180.00 180.00 ICHV= .000 CEHV= .500 *SECNO 2.000 ' 2.000 1.21 5073.91 .00 .00 5073.96 .05 1.31 .00 5075.00 253.0 .0 253.0 .0 .0 142.8 .0 .3 .6 5084.00 .02 .00 1.77 .00 .000 .055 .000 .000 5072.70 58.25 .008437 120. 120. 120. 4 0 0 .00 236.70 294.95 CHV= .000 CEHV= .500 *SECNO 3.000 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.23 ' 3,000 1.05 5074.25 .00 .00 5074.27 .02 .31 .00 5076,00 253.0 .0 253.0 .0 .0 251.0 .0 .8 1.3 5084.00 .04 .00 1.01 .00 .000 .045 .000 .000 5073.20 87.18 .001694 95. 95. 95. 4 0 0 .00 392.82 480.00 ICHV= .000 CEHV= .500 *SECNO 4.000 PAGE 11 PAGE 12 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .46 5076.06 5076.06 .00 5076.18 .12 1.62 .05 5076.70 253.0 .0 253.0 .0 .0 91.5 .0 2.2 4.6 5076.80 .08 .00 2.76 .00 .000 .035 .000 .000 5075.60 149.24 .028829 370. 370. 370. 6 15 0 .00 385.58 534.82 1 29JUL94 14:25:46 T1 2 year flood event, developed Land use; Data from EP1, 1980 Master Plan T2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 T3 W. Vine Basin Reach 0 2 yr developed J1 ICHECK INO NINV IDIR STRT METRIC HVINS a WSEL Fa 0 8 0 0 0 0 0 0. 5072.19 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 7 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB aCH aROB 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 *PROF 7 0 CCHV= .000 CEHV= .500 *SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED .09 FEET 1.000 .19 5072.19 .00 5072.19 5072.20 .01 .00 .00 5072.10 30.0 .0 30.0 .0 .0 33.2 .0 .0 .0 5082.00 .00 .00 .90 .00 .000 .045 .000 .000 5072.00 .00 .007155 0. 0. 0. 0 0 0 .00 180.00 180.00 CCHV= .000 CEHV= .500 *SECNO 2.000 2.000 .52 5073.22 .00 .00 5073.24 .02 1.03 .00 5075.00 30.0 .0 30.0 .0 .0 26.6 .0 .1 .4 5084.00 .03 .00 1.13 .00 .000 .055 .000 .000 5072.70 118.95 .010507 120. 120. 120. 2 0 0 .00 102.11 221.06 CCHV= .000 CEHV= .500 *SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.07 3.000 .46 5073.66 .00 .00 5073.66 .01 .42 .00 5076.00 30.0 .0 30.0 .0 .0 49.2 .0 .2 .7 5084.00 .07 .00 .61 .00 .000 .045 .000 .000 5073.20 186.20 .002455 95. 95. 95. 3 0 0 .00 216.21 402.42 PAGE 13 PAGE 14 CCHV= .000 CEHV= .500 ISECNO 4.000 �302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .29 4.000 .21 5075.81 .00 .00 5075.85 .04 2.17 .02 5076.70 30.0 .0 30.0 .0 .0 18.9 .0 .5 2.4 5076.80 14 .00 1.59 .00 .000 .035 .000 .000 5075.60 272.07 .028298 370. 370. 370. 3 0 0 .00 180.50 452.57 1 29JUL94 14:25:46 1 5 year flood event, developed land use; Data from EPI, 1980 Master Plan 2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 3 W. Vine Basin Reach a 5 yr developed '1 ICHECK INa NINV IDIR STRT METRIC HVINS 0 WSEL FO 0 9 0 0 0 0 0 0. 5072.31 0 '2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM (TRACE 8 0.0 .0 .0 .0 .0 .0 .0 .0 .0 ' 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL - OLOSS L-BANK ELEV O OLOB OCH OROB 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 *PROF 8 CCHV= .000 CEHV= .500 *SECNO 1.000 ,280 CROSS SECTION 1.00 EXTENDED .21 FEET 1.000 .31 5072.31 .00 5072.31 5072.35 .04 .00 .00 5072.10 ' 84.0 .0 84.0 .0 .0 54.8 .0 .0 .0 5082.00 .00 .00 1.53 .00 .000 .045 .000 .000 5072.00 .00 .010556 0. 0. 0. 0 0 0 .00 180.00 180.00 'CHV= .000 CEHV= .500 *SECNO 2.000 ' 2.000 .78 5073.48 .00 .00 5073.51 .03 1.16 .00 5075.00 84.0 .0 84.0 .0 .0 61.1 .0 .2 .5 5084.00 .02 .00 1.38 .00 .000 .055 .000 .000 5072.70 95.19 .008957 120. 120. 120. 3 0 0 .00 154.80 249.99 ICHV= .000 CEHV= .500 *SECNO 3.000 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT10 = 2.01 3.000 .68 5073.88 .00 .00 5073.89 .01 .38 .00 5076.00 ' 84.0 .0 84.0 .0 .0 110.5 .0 .3 1.0 5084.00 .06 .00 .76 .00 .000 .045 .000 .000 5073.20 129.43 .002223 95. 95. 95. 4 0 0 .00 324.09 453.52 PAGE 15 PAGE 16 CCHV= .000 CEHV= .500 *SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .26 4.000 .31 5075.91 5075.90 .00 5075.98 .07 2.06 .03 5076.70 84.0 .0 84.0 .0 .0 39.0 .0 1.0 3.5 5076.80 .11 .00 2.16 .00 .000 .035 .000 .000 5075.60 227.64 .032218 370. 370. 370. 5 15 0 .00 259.18 486.82 1 29JUL94 14:25:46 T1 10 year flood event, developed Land use; Data from EPI, 1980 Master Plan T2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 T3 W. Vine Basin Reach 0 10 yr developed J1 ICHECK INO NINV IDIR STRT METRIC HVINS O WSEL FO 0 10 0 0 0 0 0 0. 5072.39 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 9 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH OROB 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 *PROF 9 0 CCHV= .000 CEHV= .500 *SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED .29 FEET 1.000 .39 5072.39 .00 5072.39 5072.44 .05 .00 .00 5072.10 124.0 .0 124.0 .0 .0 69.2 .0 .0 .0 5082.00 .00 .00 1.79 .00 .000 .045 .000 .000 5072.00 .00 .010575 0. 0. 0. 0 0 0 .00 180.00 180.00 CCHV= .000 CEHV= .500 *SECNO 2.000 2.000 .90 5073.60 .00 .00 5073.64 .04 1.20 .00 5075.00 124.0 .0 124.0 .0 .0 80.1 .0 .2 .5 5084.00 .02 .00 1.55 .00 .000 .055 .000 .000 5072.70 85.04 .009461 120. 120. 120. 3 0 0 .00 177.31 262.35 CCHV= .000 CEHV= .500 *SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.13 3.000 .80 5074.00 .00 .00 5074.01 .01 .37 .00 5076.00 124.0 .0 124.0 .0 .0 151.4 .0 .5 1.1 5084.00 .05 .00 .82 .00 .000 .045 .000 .000 5073.20 100.37 PAGE 17 PAGE 18 ' .002093 95. 95. 95. 4 0 0 .00 379.30 479.67 �CHV= .000 CEHV= .500 SECNO 4.000 7185 MINIMUM SPECIFIC ENERGY �720 CRITICAL DEPTH ASSUMED 4.000 .35 5075.95 5075.95 .00 5076.04 .09 1.98 .04 5076.70 124.0 .0 124.0 .0 .0 51.6 .0 1.3 4.0 5076.80 .10 .00 2.40 .00 .000 .035 .000 .000 5075.60 205.55 .033167 370. 370. 370. 3 14 0 .00 298.31 503.85 29JUL94 14:25:46 T1 25 year flood event, developed land use; Data from EPI, 1980 Master Plan 12 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 3 W. Vine Basin Reach 0 25 yr developed J1 ICHECK INQ NINV IDIR STRT METRIC HVINS O WSEL FO 0 11 0 0 0 0 .0 0. 5072.47 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ' 10 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 ' 29JUL94 14:25:46 'SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O 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 IPROF10 0 ICHV= .000 CEHV= .500 *SECNO 1.000 280 CROSS SECTION 1.00 EXTENDED .37 FEET 1.000 .47 5072.47 .00 5072.47 5072.54 .07 .00 .00 5072.10 175.0 .0 175.0 .0 .0 83.6 .0 .0 .0 5082.00 '00 .00 2.09 .00 .000 .045 .000 .000 5072.00 .00 .011225 0. 0. 0. 0 0 0 .00 180.00 180.00 �CHV= .000 CEHV= .500 SECNO 2.000 2.000 1.03 5073.73 .00 .00 5073.77 .04 1.23 .00 5075.00 175.0 .0 175.0 .0 .0 103.8 .0 .3 .5 5084.00 '02 .00 1.69 .00 .000 .055 .000 .000 5072.70 73.98 .009444 120. 120. 120. 3 0 0 .00 201.84 275.81 CHV= .000 CEHV= .500 SECNO 3.000 �302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.24 3.000 .90 5074.10 .00 .00 5074.11 .01 .34 .00 5076.00 175.0 .0 175.0 .0 .0 193.4 .0 .6 1.2 5084.00 PAGE 19 PAGE 20 .05 .00 .90 .00 .000 .045 .000 .000 5073.20 94.58 .001882 95. 95. 95. 4 0 0 .00 385.42 480.00 CCHV= .000 CEHV= .500 *SECNO 4.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .40 5076.00 5076.00 .00 5076.10 .10 1.80 .04 5076.70 175.0 .0 175.0 .0 .0 68.4 .0 1.7 4.3 5076.80 .09 .00 2.56 .00 .000 .035 .000 .000 5075.60 180.13 .031215 370. 370. 370. 4 18 0 .00 343.33 523.45 1 29JUL94 14:25:46 T1 50 year flood event, developed land use; Data from EPI, 1980 Master Plan T2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 T3 W. Vine Basin Reach a 50 yr developed J1 ICHECK INQ NINV IDIR STRT METRIC HVINS O WSEL FO 0 12 0 0 0 0 0 0. 5072.58 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 11 0.0 .0 .0 .0 .0 .0 .0 .0 .0 1 29JUL94 14:25:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O QLOB QCH OROB 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 *PROF11 0 CCHV= .000 CEHV= .500 *SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED .48 FEET 1.000 .58 5072.58 .00 5072.58 5072.68 .10 .00 .00 5072.10 266.0 .0 266.0 .0 .0 103.4 .0 .0 .0 5082.00 .00 .00 2.57 .00 .000 .045 .000 .000 5072.00 .00 .012804 0. 0. 0. 0 0 0 .00 180.00 180.00 CCHV= .000 CEHV= .500 *SECNO 2.000 2.000 1.21 5073.91 .00 .00 5073.96 .05 1.28 .00 5075.00 266.0 .0 266.0 .0 .0 144.9 .0 .3 .6 5084.00 .02 .00 1.84 .00 .000 .055 .000 .000 5072.70 57.47 .008972 120. 120. 120. 3 0 0 .00 238.43 295.90 CCHV= .000 CEHV= .500 *SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.25 3.000 1.06 5074.26 .00 .00 5074.28 .02 .32 .00 5076.00 PAGE 21 PAGE 22 266.0 .0 266.0 .0 .04 .00 1.04 .00 .001770 95. 95. 95. CCHV= .000 CEHV= .500 SECNO 4.000 185 MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED 4.000 .47 5076.07 5076.07 266.0 .0 266.0 .0 .08 .00 2.78 .00 .028137 370. 370. 370. .0 255.4 .0 .8 1.3' 5084.00 .000 .045 .000 .000 5073.20 86.62 4 0 0 .00 393.38 480.00 .00 5076.19 .12 1.67 .05 5076.70 .0 95.7 .0 2.3 4.6 5076.80 000 .035 .000 .000 5075.60 144.01 4 15 0 :00 392.68 536.69 ' 29JUL94 14:25:46 �1 100 year flood event, developed land use; Data from EPI, 1980 Master Plan 2 Data input to PC HEC-2 in 1993, revised for mutt. profile 1994 T3 W. Vine Basin Reach Q 100 yr developed 1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 13 0 0 0 0 0 0, 5072.73 0 ,2 XSECH FN ALLDC IBW CHNIM ITRACE NPROF IPLOT PRFVS XSECV 15 0.0 .0 .0 .0 .0 .0 .0 .0 .0 29JUL94 14:25:46 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB OCH QROB 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 'PROF12 CHV= .000 CEHV= .500 SECNO 1.000 280 CROSS SECTION 1.00 EXTENDED .63 FEET .73 5072.73 .00 5072.73 5072.90 .17 .00 .00 5072.10 '1.000 428.0 .0 428.0 .0 .0 130.4 .0 .0 .0 5082.00 .00 .00 3.28 .00 .000 .045 .000 .000 5072.00 .00 .015339 0. 0. 0. 0 0 0 .00 180.00 180.00 ' CCHV= .000 CEHV= .500 2.000 �SECNO 2.000 1.45 5074.15 .00 .00 5074.22 .07 1.32 .00 5075.00 428.0 .0 428.0 .0 .0 205.0 .0 .5 .6 5084.00 .02 .00 2.09 .00 .000 .055 .000 .000 5072.70 42.41 008311 120 120 120. 4 0 0 .00 262.59 305.00 CCHV= .000 CEHV= .500 'SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.22 PAGE 23 PAGE 24 3.000 1.30 5074.50 .00 .00 5074.53 .02 428.0 .0 428.0 .0 .0 349.2 .0 .04 .00 1.23 .00 .000 .045 .000 .001682 95. 95. 95. 4 0 0 CCHV= .000 CEHV= .500 *SECNO 4.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 4.000 .56 5076.16 5076.16 .00 5076.32 .16 428.0 .0 428.0 .0 .0 134.3 .0 .07 .00 3.19 .00 .000 .035 .000 .028485 370. 370. 370. 5 18 0 1 29JUL94 14:25:46 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 .30 .00 5076.00 1.1 1.3 5084.00 000 5073.20 74.88 .00 405.12 480.00 1.61 .07 5076.70 3.1 5.0 5076.80 .000 5075.60 99.58 .00 453.04 552.62 THIS RUN EXECUTED 29JUL NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST W. Vine Basin Reach 0 SUMMARY PRINTOUT TABLE 150 f SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS 1.000 .00 .00 .00 5072.00 7.00 5072.11 .00 5072.11 25.99 1.000 .00 .00 .00 5072.00 25.00 5072.17 .00 5072.18 72.87 1.000 .00 .00 .00 5072.00 48.00 5072.24 .00 5072.26 82.04 1.000 .00 .00 .00 5072.00 98.00 5072.34 .00 5072.38 105.31 1.000 .00 .00 .00 5072.00 145.00 5072.42 .00 5072.48 112.82 1.000 .00 .00 .00 5072.00 253.00 5072.54 .00 5072.65 147.28 1.000 .00 .00 .00 5072.00 30.00 5072.19 .00 5072.20 71.55 1.000 .00 .00 .00 5072.00 84.00 5072.31. .00 5072.35 105.56 1.000 .00 .00 .00 5072.00 124.00 5072.39 .00 5072.44 105.75 1.000 .00 .00 .00 5072.00 175.00 5072.47 .00 5072.54 112.25 1.000 .00 .00 .00 5072.00 266.00 5072.58 .00 5072.68 128.04 1.000 .00 .00 .00 5072.00 428.00 5072.73 .00 5072.90 153.39 2.000 120.00 .00 .00 5072.70 7.00 5072.93 .00 5072.96 511.56 2.000 120.00 .00 .00 5072.70 25.00 5073.19 .00 5073.21 101.51 2.000 120.00 .00 .00 5072.70 48.00 5073.33 .00 5073.35 100.54 2.000 120.00 .00 .00 5072.70 98.00 5073.53 .00 5073.56 92.17 2.000 120.00 .00 .00 5072.70 145.00 5073.66 .00 5073.70 92.04 2.000 120.00 .00 .00 5072.70 253.00 5073.91 .00 5073.96 84.37 2.000 120.00 .00 .00 5072.70 30.00 5073.22 .00 5073.24 105.07 2.000 120.00 .00 .00 5072.70 84.00 5073.48 .00 5073.51 89.57 2.000 120.00 .00 .00 5072.70 124.00 5073.60 .00 5073.64 94.61 2.000 120.00 .00 .00 5072.70 175.00 5073.73 .00 5073.77 94.44 2.000 120.00 .00 .00 5072.70 266.00 5073.91 .00 5073.96 89.72 2.000 120.00 .00 .00 5072.70 428.00 5074.15 .00 5074.22 83.11 PAGE 25 94 14:26:10 ' VCH AREA .01K, .37 18.77 1.37 .84 29.58 2.91 1.14 42.24 5.3 1.63 60.17 9.55 1.94 74.58 13.6ill 2.63 96.21 20.8 .90 33.19 3.5 1.53 54.81 8.18 1.79 69.22 12.01M 2.09 83.64 16.5 2.57 103.41 23.5 3.28 130.40 34.56 1.42 4.93 .3' 1.06 23.48 2.48 1.25 38.44 4.79 1.44 67.83 10.21 1.59 91.04 15.1 1.77 142.80 27.54 1.13 26.58 2. 1.38 61.07 8.8 1.55 80.13 12. 1.69 103.82 18.01 1.84 144.88 28.0U 2.09 205.02 46.9 a 29JUL94 14:25:46 PAGE 26 ' SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA :01K * 3.000 95.00 .00 .00 5073.20 7.00 5073.47 .00 5073.48 19.47 .39 18.02 1.59 3.000 95.00 .00 .00 5073.20 25.00 5073.62 .00 5073.63 24.31 .58 43.07 5.07 3.000 95.00 .00 .00 5073.20 48.00 5073.75 .00 5073.75 23.36 .67 71.30 9.93 3.000 95.00 .00 .00 5073.20 98.00 5073.92 .00 5073.93 21.45 .78 125.74 21.16 * 3.000 95.00 .00 .00 5073.20 145.00 5074.04 .00 5074.05 19.94 .86 169.27 32.47 3.000 95.00 .00 .00 5073.20 253.00 5074.25 .00 5074.27 16.94 1.01 251.02 61.47 3.000 95.00 .00 .00 5073.20 30.00 5073.66 :00 5073.66 24.55 .61 49.20 6.05 3.000 95.00 .00 .00 5073.20 84.00 5073.88 .00 5073.89 22.23 .76 110.54 17.82 * 3.000 95.00 .00 .00 5073.20 124.00 5074.00 .00 5074.01 20.93 .82 151.41 27.10 3.000 95.00 .00 .00 5073.20 175.00 5074.10 .00 5074.11 18.82 .90 193.45 40.34 3.000 95.00 .00 .00 5073.20 266.00 5074.26 .00 5074.28 17.70 1.04 255.43 63.22 * 3.000 95.00 .00 .00 5073.20 428.00 5074.50 .00 5074.53 16.82 1.23 349.20 104.35 4.000 370.00 .00 .00 5075.60 7.00 5075.71 5075.71 5075.74 459.00 1.32 5.29 .33 4.000 370.00 .00 .00 5075.60 25.00 5075.79 .00 5075.83 305.24 1.56 16.03 1.43 * 4.000 370.00 .00 .00 5075.60 48.00 5075.85 .00 5075.90 306.77 1.84 26.09 2.74 4.000 370.00 .00 .00 5075.60 98.00 5075.92 5075.92 5076.00 329.27 2.26 43.40 5.40 4.000 370.00 .00 .00 5075.60 145.00 5075.97 5075.97 5076.06 315.32 2.45 59.18 8.17 4.000 370.00 •.00 .00 5075.60 253.00 5076.06 5076.06 5076.18 288.29 2.76 91.54 14.90 * 4.000 370.00 .00 .00 5075.60 30.00 5075.81 .00 5075.85 282.98 1.59 18.90 1.78 4.000 370.00 .00 .00 5075.60 84.00 5075.91 5075.90 5075.98 322.18 2.16 38.98 4.68 4.000 370.00 .00 .00 5075.60 124.00 5075.95 5075.95 5076.04 331.67 2.40 51.64 6.81 4.000 370.00 .00 .00 5075.60 175.00 5076.00 5076.00 5076.10 312.15 2.56 68.40 9.90 * 4.000 370.00 .00 .00 5075.60 266.00 5076.07 5076.07 5076.19 281.37 2.78 95.72 15.86 4.000 370.00 .00 .00 5075.60 428.00 5076.16 5076.16 5076.32 284.85 3.19 134.33 25.36 1 291UL94 14:25:46 PAGE 27 W. Vine Basin Reach 0 IUMMARY PRINTOUT TABLE 150 ' SECNO D CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1.000 7.00 5072.11 .00 .00 .00 180.00 .00 1.000 25.00 5072.17 .06 .00 .00 180.00 .00 ' 1.000 48.00 5072.24 .07 .00 .00 180.00 .00 1.000 98.00 5072.34 .10 .00 .00 180.00 .00 1.000 145.00 5072.42 .08 .00 .00 180.00 .00 ' 1.000 1.000 253.00 30.00 5072,54 5072.19 .12 -.35 .00 .00 .00 .00 180.00 180.00 .00 .00 1.000 84.00 5072.31 .12 .00 .00 180.00 .00 1.000 124.00 5072.39 .08 .00 .00 180.00 .00 1.000 175.00 5072.47 .08 .00 .00 180.00 .00 1.000 266.00 5072.58 .11 .00 .00 180.00 .00 1.000 428.00 5072.73 .15 .00 .00 180.00 .00 2.000 7.00 5072.93 .00 .82 .00 43.97 120.00 2.000 25.00 5073.19 .27 1.02 .00 95.98 120.00 2.000 48.00 5073.33 .13 1.08 .00 122.81 120.00 2.000 98.00 1073,53 .20 1.19 .00 163.13 120.00 ' 2.000 145.00 5073.66 .13 1.24 .00 189.00 120.00 2.000 253.00 5073.91 .25 1.37 .00 236.70 120.00 2.000 30.00 5073.22 -.69 1.03 .00 102.11 120.00 2.000 84.00 5073.48 .27 1.17 .00 154.80 120.00 ' 2.000 124.00 5073.60 .12 1.21 .00 177.31 120.00 2.000 175.00 5073.73 .13 1.26 .00 201.84 120.00 2.000 266.00 5073.91 .18 1.33 .00 238.43 120.00 0 a 2.000 428.00 5074.15 .25 1.42 .00 262.59 120.00 3.000 7.00 5073.47 .00 .55 .00 130.84 95.00 3.000 25.00 5073.62 .15 .43 .00 202.30 95.00 3.000 48.00 5073.75 .13 .42 .00 260.29 95.00 3.000 98.00 5073.92 .18 .39 .00 345.67 95.00 3.000 145.00 5074.04 .12 .38 .00 382.27 95.00 3.000 253.00 5074.25 .21 .34 .00 392.82 95.00 3.000 30.00 5073.66 -.60 .44 .00 216.21 95.00 3.000 84.00 5073.88 .22 .40 .00 324.09 95.00 3.000 124.00 5074.00 .12 .39 .00 379.30 95.00 3.000 175.00 5074.10 .10 .37 .00 385.42 95.00 3.000 266.00 5074.26 .16 .36 .00 393.38 95.00 3.000 428.00 5074.50 .24 .35 .00 405.12 95.00 29JUL94 14:25:46 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 4.000 7.00 5075.71 .00 2.24 .00 95.51 370.00 4.000 25.00 5075.79 .08 2.17 .00 166.19 370.00 4.000 48.00 5075.85 .05 2.10 .00 212.05 370.00 4.000 98.00 5075.92 .07 1.99 .00 273.48 370.00 4.000 145.00 5075.97 .05 1.93 .00 319.34 370.00 4.000 253.00 5076.06 .09 1.81 .00 385.58 370.00 4.000 30.00 5075.81 -.26 2.15 .00 180.50 370.00 4.000 84.00 5075.91 .10 2.03 .00 259.18 370.00 4.000 124.00 5075.95 .04 1.95 .00 298.31 370.00 4.000 175.00 5076.00 .05 1.90 .00 343.33 370.00 4.000 266.00 5076.07 .07 1.81 .00 392.68 370.00 4.000 428.00 5076.16 .09 1.66 .00 453.04 370.00 29JUL94 14:25:46 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 8 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 9 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 10 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 11 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 12 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 4.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 4.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 4 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 4.000 PROFILE= 5 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 5 MINIMUM SPECIFIC ENERGY PAGE 28 PAGE 29 [AUTION SECNO= 4.000 PROFILE= 6 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 6 MINIMUM SPECIFIC ENERGY ARNING SECNO= 4.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 4.000 PROFILE= 8 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE AUTION SECNO= 4.000 PROFILE= 9 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 9 MINIMUM SPECIFIC ENERGY SECNO= 4.000 PROFILE= 10 CRITICAL DEPTH ASSUMED WAUTION AUT10N SECNO= 4.000 PROFILE= 10 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 4.000 PROFILE= 11 CRITICAL DEPTH ASSUMED CAUTION SECNO= 4.000 PROFILE= 11 MINIMUM SPECIFIC ENERGY [AUTION SECNO= 4.000 PROFILE= 12 CRITICAL DEPTH ASSUMED AUTION SECNO= 4.000 PROFILE= 12 MINIMUM SPECIFIC ENERGY 1 1 t .1 I APPENDIX A.2 ' DOCUMENTATION FOR THE ' "FINAL DRAINAGE PLAN FOR THE POVDRE SCHOOL DISTRICT R-1 FACILITY SERVICES SITE, " ' [LIDSTONE & ANDERSON, 19961 1 7 ' PIOPEMCoprl 161COPRI I6-RPLfVPD September 14. 1999 I FINAL DRAINAGE PLAN FOR THE POUDRE SCHOOL DISTRICT R-1 FACILITY SERVICES SITE PREPARED FOR: Poudre School District R-1 2407 Laporte Avenue Fort Collins, Colorado 80521-2297 PREPARED BY: Lidstone & Anderson, Inc. 736 Whalers Way, F-200 Fort Collins, Colorado 80525 (LA Project No. COPR104) May 1, 1995 (Revised November 22, 1996) 2 1 1 2 3 4 ERSHED 0 1 FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-F100.DAT a .OUT 100-YEAR STORM REVISED NOVEMBER 1996 LIDSTONE $ ANDERSON, INC. 120 0 0 5.0 1 1.0 1 24 5.0 .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 1 91 2052800.121.8 25.0.1500 .020 .200 .100 .300 6.00 2.00 1 92 2052000. 60.3 25.0.2530 .020 .200 .100 .300 6.00 2.00 1 93 2051830. 68.6 25.0.2390 .020 .200 .100 .300 6.00 2.00 1 94 2051590. 53.0 25.0.2840 .020 .200 .100 .300 6.00 2.00 1 95 2053000.111.1 25.0.2420 .020 .200 .100 .300 6.00 2.00 1 13 521982.120.4 6.0.0350 .016 .200 .067 .300 2.00 .60 1 16 52 511. 43.0 5.0.0220 .016 .200 .067 .300 2.00 .60 1 11 2081385. 44.1 11.0.0220 .016 .200 .067 .300 2.00 .60 '1 10 209 771. 25:.4 13.0.0440 .016 .200 .067 .300 2.00 .60 1 1 210 876. 23.5 25.0.1710 .016 .300 .100 .300 6.00 2.00 1 12 2076500. 29.4 5.0.0930 .016 .200 .067 .300 2.00 .60 '1 120 211 828, 24.9 5.0.0200 .016 .200 .067 .300 2.00 .60 1 18 2042318. 62.0 5.0.0110 .016 .200 .067 .300 3.00 .60 1 17 51 758. 14.2 5.0,0140 .016 .200 .067 .300 3.00 .60 1 15 2043775. 61.3 6.0.0380 .016 .200 .067 .300 2.00 .60 '1 14 50 440. 22.4 14.0.0300 .016 .200 .067 .300 2.00 .60 1 302 3012728. 35.1 20.0.0504 .016 .250 .100 .500 2.00 .60 1 300 3011174. 67.9 20.0.0152 .016 .250 .100 .500 3.00 .52 '1 305 46 794. 3.7 38.0.0160 .016 .200 .100 .500 3.00 .60 1 303 43 697. 5.6 80.0.0157 .016 .200 .100 .500 3.00 .60 1 320 431005. 5.2 86.0.0320 .016 .200 .100 .500 3.00 .60 '1 304 41 272. 6.6 91.0.0075 .016 .200 .100 .500 3.00 .60 1 301 42 453. 20.2 25.0.0180 .016 .250 .100 .500 3.00 .52 1 309 322 260. 1.5 45.0.0390 .016 .250 .100 .500 3.00 .52 1 321 322 370. 5.5 63.0.0110 .016 .200 .100 .500 3.00 .60 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 00116 0011,16 00;16 00116 00116 00116 00116 00115 00116 ' 0 9 300 305 303 320 304 301 309 321 '302 0 210 57 7 2 .5 50. .0100 0.0 0.0 .013 .50 0.0 0.0 .0 0.0 .1 0.0 .5 0.0 .7 1.2 413.0 2.3 1884.0 57 209 .0 0 4 20.0 1350. .0220 4.0 10.0 .040 6.00 290.0 0. .0220 28.0 3.0 .100 100.00 0 209 208 6 2 .5 54. .0100 0.0 0.0 .013 .50 0.0 0.0 .1 0.0 .5 0.0 .8 0.0 ' 1.4 .1 3.8 2021.0 0 208 56 5 2 .5 54. .0100 0.0 0.0 .013 .50 0.0 0.0 .3 11.0 1.3 22.0 3.6 28.0 ' 7.4 2050.0 56 207 0 1 17.0 825. .0190 9.0 5.0 .040 7.00 0 207 206 4 2 .5 50. .0100 0.0 0.0 .013 .50 '0.0 0.0 .0 19.0 .1 32.0 .5 130.0 0 206 55 5 2 .5 50. .0100 0.0 0.0 .013 .50 0.0 . 0.0 .1 0.0 .3 0.0 .8 0.0 2.3 1361.0 55 54 0 1 1.0 2350. .0100 100.0 100.0 .080 10.00 0 211 59 5 2 .5 50. .0100 0.0 0.0 .013 .50 0.0 0.0 2.0 1.5 9.0 4.4 14.0 ' .2 alo b I-ng>a 1-'ILc1-: 7m1-F14,-ZKr ' 9.7 2359.0 59 58 0 1 1.0 2070. .0068 100.0 100.0 58 54 0 4 15.0 450. .0020 1.0 1.0 ' 1.0 0. .0020 100.0 100.0 54 52 0 4 15.0 1600. .0020 1.0 1.0 1.0 0. .0020 100.0 100.0 0 205 53 3 2 .5 50. .0100 0.0 0.0 0.0 0.0 36.2 168.0 111.3 340.0 53 52 0 1 1.0 1400. .0230 25.0 25.0 52 204 0 4 20.0 2200. .0045 3.0 7.0 1.0 0. .0045 40.0 118.0 51 204 0 1 1.0 1080. .0093 85.0 50.0 ' 50 204 0 4 15.0 1.0 3000. 0. .0020 .0020 1.0 100.0 1.0 100.0 0 204 49 4 2 .5 50. .0100 0.0 0.0 0.0 0.0 .5 38.0 5.0 90.0 49 301 0 4 5.0 1700. .0062 4.0 7.0 1.0 0. .0064 33.0 59.0 301 229 0 4 5.0 2200. .0062 4.0 7.0 1.0 0. .0064 33.0 59.0 ' 229 47 3 1. 398 47 46 3 3 1. ' 0.0 46 48 0.0 3 5.0 1. 5.0 500.0 5.0 48 45 10 2 .1 10. .0010 0.0 0.0 0.0 0.0 0.01 1.5 0.08 6.7 ' 0.27 14. 0.40 14. 0.60 56. 0.89 234. 0.98 353. 399 45 43 3 3 1. 0.0 0.0 14.0 14.0 500.0 14.0 ' 43 41 3 i. 42 41 3 1. 41 3 1. ' 322 2 2 .1 10. .0010 0.0 0.0 0.0 0.0 500.0 0.0 398 300 3 1. ' 399 300 3 1. 300 3 1. 0 ' 10 204 301 47 46 48 45 43 41 322 .300 DPROGRAM 040 10.00 030 4.00 080 100.00 030 4.00 080 100.00 013 .50 040 10.00 040 3.00 080 10.00 080 2.00 030 4.00 080 100.00 013 .50 11.7 2064.0 040 3.00 080 7.00 040 3.00 080 7.00 100 10 0.14 13. 0.81 134. 100 '0 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 lUrou1 O .1 p� O o. a L Mt cZ MI n NJ O .p � C � Ov E=c wi n e col L 'rt nva Qv N + + n ~ a . O . c C9el *. o- r l o o o r a E`o� `.;. onn �.3. = c p~OI C O J 3 O C v°�a p p l a C o a= � �i.i�cO- Lol no o^ 0 <`03l ao ip • I I o m _1 Qv I v `O Cr G l OI O N 1 7 YNI N V n N N N l O jm n I oV n lN N � D! 01 I l N N m m n m w 2 p �p WW Zap QSW Q � YW i p6 p2 O❑Oao0 Figure 2.2. Schematic of the Developed Condition SWMM Model. 14 n MOn I _)/7 4„�Me. Sc}co!.;slt�ef - - �.�:Ew•s s:k rw'M...•p �•n a[ -Se u. • y; ® UPSTREAM-t Alm DAEP BY A • ""�I +• +N w �_^ t / 1 .THE WEST N DRA NADE RN N MASTER - e - _ _ • ft _ - - �E##, i.^ Li 41 is - .. r L rlh, .yam Jt tr—= •. — - T4 ` t (.F: t * 3�— � � _- - ,�l au. ♦ 'J�Tr*r'�(-.. '!.. i.a\� g ,•0 •�y �" rg, n ' b Y YO c ^ � m jai :-�66 ✓ . '� 1, - � ik UL • a � � ' �§ mcn IL FA s- T -y } { 9 S 09* litI i 1 y, b o c °ys / i b ,dam R t� - L 6P ✓i o .' m m z > o z z m � y z z m I c co N � 6 # � � �.3 e i POUDRE SCHOOL DISTRICT R-1 O FACILITIES SITE FINAL DRAINAGE PLAN "m gy:: OFF -SITE BASIN DELINEATION g' a DEVELOPED CONDITIONS DSTONF W ANDERSON, IN[. vnl Yv OF Lmrw r reon y 309 6 A F - rJi w Yt NOU6E e L_ �I I Y C CIA LIP 321 l6C p'6' HOUSE LAPOFiTE AVENA 4 \ 0 J wWxTwMM Bul01xG i Q Do 14 r AID RECOMMENDED e6T SR ^ I FINISHED FLOOR 'M!X !LONG a1011 II I II me E� AND � y.b YhlT Me SOUTHa�LXOS �All! � C IF-- 43 W' I I al aon.e rt,usE / I wTe t) ■ I W2s.o rt.uaH -0. TOM -- // ]Aµ ASPHALT NRN !K 4p14 42 Y 4' EL bD.i Fi.YSL ELT . / ASPHALT NEW - ASPHALT LEW •. ( / ' 45Nfs 320 - A/' , P1pAU! }IONNO AOHEN ICIA ASPHALT RIM (FL 5078.5 rt.YaL) V� bn3 WT ,e WON_ 4. tlRL � Iloop uRTGa Illl6 aN' - Ni6ETATIED MTN R� E GRASSES) SIT R WI ILNA EL 5001.5 FT.YaL MIGATpI POILNamed — r• 00,'' Q� . aW= w 33cfs !b AC a. ALL RUROFF FRW THIS PDREIDX OF THE FMIME HIGH SCHOOL SITE Dan `M imp" DRIVE (FAST OF THE FACILITIES STTE) 1 J O '^ a Z CCW Q W ? Z Q 0 LLIZ 00 x FL fn W ma W 65 oW W J �F a- � W 0 LL 0 OF FORT COLLINS BLACK RCIT oLwry BE BONNE FIRE NrORNT AT SE CLINTON Of VYOPTE AVENUE ANO IMPALA DRIVE l 50e1.55 RYSL ILEGEND N JP r r O SON aMr IMraROx py AG BANK, N scAtE: I IN a sO ITT SO 60 120 ' Lm�w OUNCE ❑ TIME,A� /SROT DIRITOUR INTEINK . 0.5 Pro" t No. CO-PR1-04 Dote: 4-24-95 —X— yMl Awa Design: GX/CLD ' CE xCE Drawn: .IHF ' (FHnxM RM) Chocked: GX ORama� ® Rama { IPAAImc © COMER r ,mG. CEy xo one ReNsluns: 11-22-96 ACAD File: PR104-4.DK ' ® WATER VALVE r REAL aw a anw r ® POWER ME) - — - PAORD L,IC5 SHEET 212 PLE TMT . ALL ME r aGMP CIaM. ASPHALT tt.TONS 4OF7 I 1 APPENDIX A.3 ' DOCUMENTATION FOR THE "FINAL DRAINAGE PLAN FOR THE STEPHENS STREET RETENTION POND RECONFIGURATION AND WAREHOUSE #4, " ' [LIDSTONE & ANDERSON, 19971 F IT:I0PEMCoprll61C0PR116-RPZ WPD September 14, 1999 LIDSTONE & ANDERSON, INC. Water Resources and Environmental Consultants f-' L 1 1 1 760 Whalers Way, Suite B-200 Fort Collins, CO 80525 April 30, 1997 Mr. Mike Spearnak Poudre School District R-1 Facility and Transportation Services 2407 Laporte Avenue Fort Collins, CO 80521-2297 RE: Stephens Street Retention Pond Reconfiguration and Grading Plan for Warehouse #4, Facility Services Site (LA Project No. COPR107) Dear Mike: Lidstone & Anderson, Inc. (LA) is pleased to inform you that we have completed the drainage analysis associated with the reconfiguration of the Stephens Street Retention Pond and the grading plan for the proposed Warehouse #4 located on the Facility Services Site for the Poudre School District. The attached letter report provides a summary of the design of drainage improvements associated with the plan. If you have any questions or comments concerning any aspect of this study, please do not hesitate to call us. Sincerely, LIDSTONE & L. Doherty, P.E. Project Engineer Gr o . Koch, P.E. of Manager CLD/GJK/tlt Attachments (970) 226-0120 FAX: (970) 226-0121 E-MAIL: LAWater@FortNetorg Branch Office: Box 27, Savery, Wyoming 82332 II ' FINAL DRAINAGE PLAN FOR THE STEPHENS STREET RETENTION POND RECONFIGURATION AND WAREHOUSE #4, ' POUDRE SCHOOL DISTRICT FACILITY SERVICES SITE This letter report provides a summary of the final drainage plan for both the Stephens Street Retention Pond and the proposed Warehouse #4 located on the Poudre School District ' Facility Services Site. A location map of the Facility Services Site is included as Figure 1. The overall drainage plan for the site was presented in the report "Final Drainage Plan for the Poudre ' School District R-1 Facility Services Site" [LA, 1996]. The location of Warehouse #4, as currently proposed, would encroach on approximately 60 percent of the footprint of the Stephens ' Street Pond documented in the 1996 report. Lidstone & Anderson, Inc. was contracted to prepare a grading and drainage plan for both ' the proposed Warehouse #4 and the reconfigured Stephens Street Retention Pond which meets the requirements specified in the Final Drainage Plan for the Facility Services Site. The scope of this analysis included the following tasks: (a) preparation of a base map by combining the proposed ' site plan with the previous mapping for the Facility Site; (b) reconfiguration of the Stephens Street Retention Pond; (c) preparation of a grading plan for Warehouse #4 to provide flood ' protection for the 100-year event; and (e) documentation of the proposed grading and drainage plan. All hydrologic and hydraulic calculations were performed in accordance with the ' procedures given in the Fort Collins Storm Drainage Design and Criteria (SDDC) Manual. Hydrologic Evaluation and Retention Pond Reconfiguration ' The hydrologic analysis for the Facility Services Site was revised to incorporate grading and flow pattern modifications which would occur as a result of the proposed improvements. As shown in the 1996 report, the southern drainage boundary of Subbasin 321 serves to isolate the Stephens Street Pond from the remainder of the site. This boundary was modified to incorporate ' changes to the site plan in the vicinity of proposed Warehouse #4. The earthen and asphalt berm which defines the southern boundary shown in the 1996 report was relocated 20 to 50 feet south to accommodate the revised overall site plan. The location of the modified drainage divide is shown in Figure 2. The change in the drainage basin divide resulted in a net transfer of 0.3 acres ' from Subbasin 304 to Subbasin 321. Consequently, the area for Subbasin 304 decreased from 6.6 acres to 6.3 acres. Subbasin area calculations showed that the area previously reported for Subbasin 321 was 0.2 acres higher than the actual area. Therefore, the local area tributary to the ' Stephens Street Pond, represented by Subbasin 321, increased from 5.5 acres to 5.6 acres. 512.1 �.. •. IJ �A(4 ;; ,� 3T V DRA AG BASIN o �. .. 1 I AN .I. NDING C I I R I S T-M (\\\ ) u:, .VINE v : UK115_.•.,..-SUl4.... - :SQ.>;• I(`I'E J 1 _.: �: dK LIIt 4�.. _,�: ai'T� ��, - -ram' i•-'!5021ob 1I 50 - I. ! i II . `) I (.y� ') • It '�.�.',1 \ul (1'n 11 quu ••� +1. :• - II � r � II .1 a.,� J �:,1`�,. __-�Jy . E'0 5I52 q n l �'-, •• ,i•�- 1�� •\ 11' Nifj'�; ..__ `, 1. � li• ..... _ \.11 ;l �..11 . 1 / Wo, • !srvl " ,.: PD �7 '1:..hrl _ `'1•-•. /1 I-G<J T� ••I1 hill"1 �..'ll.. �11. inn bill :II. 1 1 /-_ 0U,1!, IF -; :' •1,4i1 .} I!/�� 1 ._�I_._>II---II-llI�__ ll-- /I 04 �tn: I 1 Illi, c: , .I 1 : llCeml l I tFhPQ I I HI CH� i I A� 1 f I II0.. sin,. '1\ I' r.l I'•. I 11:"I'i 11 � ail"1� •I:'�I r,l , ,ell n. I (Cuwse IL 1, Ir Jnu) uI mu1 -� ULB RR STREET' � . � . I c`tu I T•, 1I 3 350..�'. �r `. O I I \ \` : _ _ � � � ... .. III.) I ••1 T' �- /� �I I N\�N/ . SI f ■ ej II .:•.1 io`I,. ,,1 S140 f\i\ I :I•�),' \-.a.r�1.. ( .�4 '/•• 'u 1: 1 Y ',� r, •1 / s1.)a I— • �\s �.: I un :._II {[ (-... L.. • III •...�^ 10 I I11, ,I w I / �} •I 11 •G(. .I •�1 I� !•t =-• { l II \ h ..I. \II . VA I = Ir O •1; 1\•� '1,•I � �.. II s� .� ;..- t -_ '_:> '..v��,�_e-,,-�� +g--• II�il 11 C l I L,EGCN- I I11 s 1 z l • • �Q(tI,II �. I II I h II 111 11 I ...�_•r�•.l�_� � � '•/• � �'-• .��1��• 1.. ...------ I 1l. it I 'II ( i �.,...W,v.�n ;�IF..ii'► _ ,1 I r So'! a -' �I•" )•I•j/l �I , �•�+ • Jit OC 05 /—• 5 AIORtA.SW OUNDARIES l'"' oM'U•1,9 ' \; l " 1I;.I I l . ','MA OR FLOW ATIi_ a `If !I:' _/I Figure L. Location Map of the Poudre i� H II I I 1 1 R-1 Facility Services Site. O VI II. i ' 1 11 I , �" • Ili ,;h^ ),. - ... ,.n..nw..wn:i.n•...w-.-.,qqw .. � .wwa.,n ..�.... Mrn.ma. ,. . ov "u •. ��mM.. t.. wnn4Y!Y�II/n.:.� ,,.,ap MOUNTAIN VIEW a 6cfs asmos SCALE! 1"=80' 0 40 80 160 N 42 45cfs \.0. i.APORIE AvtNut. / — LAP—ORR I x — IFF -- I {..gTEPHENS STREET I ;`" _. RETENTIONPOND N HOUSE _ u I ' ) '� ADMIN � Z - — _ w ,6 PAC 322I� _-- dI `R � F rw- s I � HOUSE � � \\\\ I r-1 i I i � 1 I i i '` i �. ,o•.; - ` I I I j a \\\ I\ I Ii \ - I re it AREA 4E.'• — - -I I I (i • y ' z ' ' / ms WEST SIDE: STORAGEFROM 1SOOii / i ( I... ',;A - is � � ` . � \ r V. I i Ix Jill 61N BOUNDARY � FACILITY SERVICES SITE flNAL,DRAINAGE PLAN \ I / , . , , . . ' �i�•• � _ Jam—ap47. - 52 / / fill 304 easIN Bou D Y. /J 8.3 AC AC -- - L6 —x--z x—x STORAGE ECHANICAL/ Figure 2. SWMM Model Basin M,,_ lc'� Modification for the Proposed BUILDING Warehouse #4 and Stephens 45 Street Retention Pond. 00 3 ' The revised subbasin areas were input into the developed condition SWMM model prepared for the 1996 report. The results of the analysis indicate that the 100-year runoff volume ' to the Stephens Street Pond would increase from 1.24 acre-feet to 1.26 acre feet for the proposed condition. The 100-year discharge from the Facility Services Site to Laporte Avenue (at SWMM ' Node 41) decreased from 344 cfs to 343 cfs. This now represents a reduction of 3 cfs from the 100-year historical condition runoff at the northeast comer of the site. ' In the 1996 report, the Stephens Street Retention Pond was graded to provide 1.88 acre- feet of storage volume below elevation 5072.5 ft, msl. As graded, the pond was designed to provide full retention with a volumetric safety factor of 1.53. As noted in that report, the bottom ' elevation of 5068.0 ft, msl allowed for the future installation of an outfall pipe to connect to the junction box located near the intersection of Laporte Avenue and Impala Drive with a slope of ' approximately 0.7 percent. The design scope for the current study indicated that the pond would be expanded east into t the Stephens Street right -of way; however, the School District's long term plan includes expansion of its warehouses into that area. Consequently, the reconfigured pond was expanded to the west ' into an existing parldng lot and lowered to a bottom elevation of 5066.0 ft, msl in order to provide a commensurate level of protection with minimal surface disturbance. The proposed bottom elevation would still allow a future connection to the junction box with a pipe slope of ' approximately 0.5 percent. As graded; the storage volume provided below elevation 5072.5 ft, msl would be 1.95 acre-feet which would provide a volumetric safety factor of 1.54. ' Hydraulic Analysis and Grading Considerations ' As reported in the previous section, the 100-year discharge in the main flow path through the Facility Services Site did not change significantly compared to the 1996 study. In addition, ' the site's proposed physical characteristics support the 1996 hydraulic model configuration. Therefore, the hydraulic analysis was not modified as part of this report. The finished floor elevation for Warehouse #4 was set 1.0 feet above the 100-year water surface elevation defined ' at Cross -Section 5 in the 1996 report. The location of Cross -Section 5 coincides the southeast corner of the Facilities Office building; the 100-year water surface was reported to be 5074.1 ft, ' msl. Consequently, the finished floor elevation for Warehouse #4 was set at elevation 5075.1 ft, msl. The grading plan for the proposed Warehouse #4 and the reconfigured retention pond are ' shown on Sheet 1. The majority of the local runoff from Warehouse #4 will be conveyed to the Stephens tStreet Pond in concrete pans. On the west side of Warehouse #4, all runoff will be collected in 4 ' the proposed concrete pan and conveyed north to the retention pond. On the east side, an existing drainage divide will remain. Runoff from the north half of the warehouse will be conveyed north ' to the retention pond; runoff from the south half will be conveyed to an existing asphalt swale on the south side of Warehouse #3. Each of the concrete pans which are tributary to the retention pond are designed with a slope of 0.5 percent, the southeast pan is designed with a slope of 0.37 percent in order to tie into the existing swale. An installation of Class 6 riprap has been designed ' at the outfall from both the western and eastern concrete pans into the retention pond and is shown on Sheet 1. 1 I 5 I 1 APPENDIX 1 REVISED SWMM MODEL INPUT AND OUTPUT RETENTION POND VOLUME CALCULATIONS 1 1 1 L �d�tonc 8 llndei son. Inr.. v :�flemjeJ area To 54,?PHen f rm 1 — uo19 Ufa " a - 3695 4(e(i 3 — Grgr f') Tz4ai am = I6Ma P^ j ola �0`7f - 6, aa3 rr7f- lye1 9a!� _ /D/ 719 Po' = N5gcre5. ! zVISea area 6c15,n 3a i = s. (ac1cre5 ee v i %j area 6a5o 304 = 6.3 acres• 110�G �f(Ialem obiQfnW, UJ,,j C;�5in, `gal kea -- 5-G acro 'preu(wi ojerl4nY Fla-IeN - ��� a;5 = ld18 F�• 3-7o f+ rCJt52 OVeiJ.ed Claw+e✓Igfh iv 4CO�eef yooFl 3A51r1 305 Ar& = 65etc ev) dona,-McAtpl wlduk. IA NER-PROJE MER-P �-I �aU IllreS - k�are6)5e t-4 BY Comb DATE 4-;3-g7 PROJECTNO. Co PR167 TORE r6venS 5frec� {�a,d - 5f-w c rQ �v�de• CHECKED BY DATE SHEET OF a 15 1 1 I 5ley4on (#, ml() Alga U4-') T ncre menfal Volume W) I ciat VDIVY'A P Cap7-7 50Lwo 0 0 0 0 50107 8;90 a �40 a740 0. 0& 50(08 HIP 9915 );&50 0•a9 591A 137-10 I;&o4 9540 6156 I:r 1549& 14457 3110%0 1 0.91 5071 11410 I 57 Sle157 i 1,99 501; 19 b 38 18 5q3 74 100 1-11 Sv1;•5 a0931 ! D I �! I 5 (a�l0 1.95 ' 1 1 2 3 4 JA=RSHED 0 FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-R100.DAT & .OUT 1 TEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE 04 LIDSTONE & ANDERSON, INC. 120 0 0 5.0 1 1.0 1 114 5.0 0 .96 1."1.68 3.00 5.04 9.00 3.72 2.16 1.56 1. 0 .84 .60 .48 .36 .36 .24 .24 .24 .24 24 .24 .12 .12 '1 91 2052800.121.8 25.0.1500 .020 .200 .100 .300 6.00 2.00 .00116 1 92 2052000. 60.3 25.0.2530 .020 .200 .100 .300 6.00 2.00 .00116 1 93 2051830. 68.6 25.0.2390 .020 .200 .100 .300 6.00 2.00 .00116 11 94 2051590. 53.0 25.0.2840 .020 .200 .100 .300 6.00 2.00 .00116 1 95 2053000.111.1 25.0.2420 .020 .200 .100 .300 6.00 2.00 .00116 1 13 521982.120.4 6.0.0350 .016 .200 .067 .300 2.00 .60 .00116 1 16 52 511. 43.0 5.0.0220 .016 .200 .067 .300 2.00 .60 .00116 '1 11 2081385. ".1 11.0.0220 .016 .200 .067 .300 2.00 .60 00116 1 10 209 771. 25.4 13.0.0"0 .016 .200 .067 .300 2.00 .60 .00116 1 1 210 876. 23.5 25.0.1710 .016 .300 .100 .300 6.00 2.00 .00116 1 12 2076500. 29.4 5.0.0930 .016 .200 .067 .300 2.00 .60 .00116 '1 120 211 828. 24.9 5.0.0200 .016 .200 .067 .300 2.00 .60 .00116 1 18 2042318. 62.0 5.0.0110 .016 .200 .067 .300 3.00 .60 .00116 1 17 51 758. 14.2 5.0.0140 .016 .200 .067 .300 3.00 .60 .00116 1 15 2043775" 61.3 6.0.0380 .016 .200 .067 .300 2.00 .60 .00116 '1 14 50 "0. 22.4 14.0.0300 .016 .200 .067 .300 2.00 .60 .00116 1 302 3012728. 35.1 20.0.0504 .016 .250 .100 .500 2.00 .60 .00116 1 300 3011174. 67.9 20.0.0152 .016 .250 .100 .500 3.00 .52 .00116 '1 305 46 794. 3.7 38.0.0160 .016 .200 .100 .500 3.00 .60 .00116 1 303 43 697. 5.6 80.0.0157 .016 .200 .100 .500 3.00 .60 .00116 1 320 431005. 5.2 86.0.0320 .016 .200 .100 .500 3.00 .60 .00116 1 304 41 272. 6.3 91.0.0075 .016 .200 .100 .500 3.00 .60 .00116 �Y15rd 1 301 42 453. 20.2 25.0.0180 .016 .250 .100 .500 3.00 .52 .00116 1 309 322 260. 1.5 45.0.0390 .016 .250 .100 .500 3.00 .52 .00116 1 1 321 322 610. 5.6 63.0.0110 .016 .200 .100 .500 3.00 .60 .00116 gdvo , ' 0 9 302 300 305 303 320 304 301 309 321 ' 0 210 57 7 2 .5 50. .0100 0.0 0.0 .013 .50 0.0 0.0 .0 0.0 .1 0.0 .5 0.0 .7 .0 1.2 413.0 2.3 1884.0 57 209 0 4 20.0 1350. .0220 4.0 10.0 .040 6.00 290.0 0. .0220 28.0 3.0 .100 100.00 ' 0 209 208 6 2 .5 .54. .0100 0.0 0.0 .013 .50 0.0 0.0 .1 0.0 .5 0.0 .8 0.0 1.4 .1 3.8 2021.0 '0 208 56 5 2 .5 54. .0100 0.0 0.0 .013 .50 0.0 0.0 .3 11.0 1.3 22.0 3.6 28.0 7.4 2050.0 56 207 0 1 17.0 825. .0190 9.0 5.0 .040 7.00 ' 0 207 206 4 2 .5 50. .0100 0.0 0.0 .013 .50 0.0 0.0 .0 19.0 .1 32.0 .5 130.0 0 206 55 5 2 .5 50. .0100 0.0 0.0 .013 .50 '0.0 0.0 .1 0.0 .3 0.0 .8 0.0 2.3 1361.0 55 54 0 1 1.0 2350. .0100 100.0 100.0 .080 10.00 0 .211 59 5 2 .5 50. .0100 0.0 0.0 .013 .50 0.0 0.0 .2 2.0 1.5 9.0 4.4 14.0 9.7 2359.0 59 58 0 1 1.0 2070. .0068 100.0 100.0 .040 10.00 58 54 0 4 15.0 450. .0020 1.0 1.0 .030 4.00 1.0 0. .0020 100.0 100.0 .080 100.00 54 52 0 4 15.0 1600. .0020 1.0 1.0 .030 4.00 1.0 0. .0020 100.0 100.0 .080 100.00 ' 0 205 53 3 2 .5 50. .0100 0.0 0.0 .013 .50 3115 A- Pei- eloo•D4T' pookL IzL c( p4ro.+ 'nwI(IhmSo-v,ui 5(4c VC1,04/ 6614 5-)MwtS f 0.0 0.0 36.2 168.0 111.3 340.0 53 52 0 1 1.0 1400. .0230 25.0 25.0 :040 10.00 52 204 0 4 20.0 2200, 0045 3.0 7.0 .040 3.00 1.0 0. .0045 40.0 118.0 .080 10.00 51 204 0 1 1.0 1080. .0093 85.0 50.0 .080 2.00 50 204 0 4 15.0 3000. .0020 1.0 1.0 .030 4.00 1.0 0. .0020 100.0 100.0 .080 100.00 0 1 204 49 4 2 .5 50. .0100 0.0 0.0 .013 .50 0.0 0.0 .5 38.0 5.0 90.0 11.7 2064.0 49 301 0 4 5.0 1700. .0062 4.0 7.0 .040 3.00 0. .0064 33.0 59.0 .080 7.00 '1.0 301 229 0 4 5.0 2200. .0062 4.0 7.0 .040 3.00 1.0 0. 0064 33.0 59.0 .080 7.00 229 47 3 1. �8 47 46 3 3 1. 0.0 0.0 5.0 5.0 500.0 5.0 46 48 3 1. 45 10 2 .1 10. .0010 0.0 0.0 .100 .10 '48 0.0 0.0 0.01 1.5 0.08 6.7 0.14 13. 0.27 14. 0.40 14. 0.60 56. 0.81 134. 0.89 234. 0.98 353. G 43 3 3 7. 19 0.00 0.0 14.0 14.0 500.0 14.0 43 41 3 1. 42 41 3 1, ' 41 3 1. 322 2 2 .1 10. .0010 0.0 0.0 .100 .10 0.0 0.0 500.0 0.0 300 3 1. '398 399 300 3 1. 300 3 1. �0 0 204 301 47 46 48 45 43 41 322 300 EIROGRAM fi to j 0,4R,,, AilLa paAe, &rlcm , 5kFhen554. 4461 A OrJ q1►5 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UPDATED BY TAPE OR DISK ASSIGNMENTS UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JINGO) 2 1 0 0 0 0 0 0 0 0 ' JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 1 fTERSHED PROGRAM CALLED 1** � ENTRY MADE TO RUNOFF MODEL IR-1 FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-R100.DAT & .OUT 100-YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE #4 LIDSTONE & ANDERSON, INC. UMBER OF TIME STEPS 120 NTEGRATION TIME INTERVAL (MINUTES) 5.00 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH M1.0 OR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 60 .96 1.44 1.68 3.00 5.04 9.00 3.72 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .12 .12 PR-1 FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-R100.DAT & .OUT 100-YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE #4 LIDSTONE & ANDERSON, INC. 2.16 1.56 .24 .24 516 GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE �8AREA MBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO 91 205 2800.0 121.8 25.0 .1500 .020 .200 .100 .300 6.00 2.00 .00116 1 92 205 2000.0 60.3 25.0 .2530 .020 .2011 .100 .300 6.00 2.00 .00116 1 93 205 1830.0 68.6 25.0 .2390 .020 .200 .100 .300 6.00 2.00 .00116 1 94 205 1590.0 53.0 25.0 .2B40 .020 .200 .100 .300 6.00 2.00 .00116 1 95 205 3000.0 111.1 25.0 .2420 .020 .200 .100 .300 6.00 2.00 .00116 1 13 52 1982.0 120.4 6.0 .0350 .016 .200 .067 .300 2.00 .60 00116 1 '16 52 511.0 43.0 5.0 .0220 .016 .200 .067 .300 2.00 .60 .00116 1 11 208 1385.0 44.1 11.0 .0220 .016 .200 .067 .300 2.00 .60 .00116 1 10 209 771.0 25.4 13.0 .0"0 .016 .200 .067 .300 2.00 .60 .00116 1 210 876.0 23.5 25.0 .1710 .016 .300 .100 .300 6.00 2.00 .00116 1 '1 12 207 6500.0 29.4 5.0 .0930 .016 .200 .067 .300 2.00 .60 .00116 1 120 211 828.0 24.9 5.0 .0200 .016 .200 .067 .300 2.00 .60 .00116 1 18 204 2318.0 62.0 5.0 .0110 .016 .200 .067 .300 3.00 .60 .00116 1 '17 51 758.0 14.2 5.0 .0140 .016 .200 .067 .300 3.00 2.00 .60 .00116 .00116 1 1 15 204 3775.0 61.3 6.0 .0380 .016 .200 .067 .300 .60 14 50 "0.0 22.4 14.0 .0300 .016 .200 .067 .300 2.00 .60 .00116 1 301 2728.0 35.1 20.0 .0504 .016 .250 .100 .500 2.00 .60 .00116 1 CO2 00 301 1174.0 67.9 20.0 .0152 .016 .250 .100 .500 3.00 .52 .00116 1 OS 46 794.0 3.7 38.0 .0160 .016 .200 .100 .500 3.00 .60 .00116 1 303 43 697.0 5.6 B0.0 .0157 .016 .200 .100 .500 3.00 .60 .00116 1 20 43 1005.0 5.2 86.0 .0320 .016 .200 .100 .500 3.00 .60 .00116 1 04 41 272.0 6.3 91.0 .0075 .016 .200 .100 .500 3.00 .60 .00116 1 301 42 453.0 20.2 25.0 .0180 .016 .250 .100 .500 3.00 .52 .00116 1 309 322 260.0 1.5 45.0 .0390 .016 .250 .100 .500 3.00 .52 .00116 1 '321 322 610.0 5.6 63.0 .0110 .016 .200 .100 .500 3.00 .60 .06116 1 OTAL NUMBER OF SUBCATCHMENTS, 25 TOTAL TRIBUTARY AREA (ACRES), 1036.50 PR-1 FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-R100.DAT & .OUT '00-YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE #4 LIDSTONE & ANDERSON, INC. IYDROGRAPHS ARE LISTED FOR THE FOLLOWING 9 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 302 300 305 303 320 304 301 309 321 I 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 10. .1 .0 .0 .0 .0 .0 .0 .0 .0 15. 6.5 3.2 1.2 1.7 2.8 .6 1.3 .6 1.3 20. 11.8 10.9 2.3 5.0 6.6 2.3 4.4 1.1 3.8 25. 17.8 22.7 3.5 9.3 10.6 5.6 8.9 1.7 7.1 30. 32.2 44.6 6.3 17.1 19.0 12.4 17.2 3.1 13.3 35. 71.7 88.7 13.3 33.3 36.7 26.7 34.0 6.3 26.0 40. 80.4 97.2 13.9 32.6 31.1 33.6 36.7 6.2 26.7 45. 60.6 63.1 8.5 16.8 12.7 25.1 23.4 3.6 15.3 50. 56.4 48.1 7.0 11.3 9.3 18.3 18.0 2.9 11.0 55. 47.7 40.5 5.2 8.4 6.9 13.8 15.2 2.1 8.5 0. 39.7 35.0 3.9 6.2 5.1 10.6 13.2 1.6 6.5 5. 31.9 30.3 2.8 4.6 3.7 8.2 11.3 1.2 4.9 10. 25.8 26.6 2.1 3.4 2.7 6.4 9.9 .8 3.7 15. 21.3 23.9 1.6 2.7 2.1 5.1 8.8 .6 2.9 20. 17.9 21.9 1.3 2.2 1.8 4.2 8.0 :.5 2.4 25. 15.2 20.2 1.1 1.8 1.5 3.5 7.3 .4 2.0 30. 13.0 18.8 .9 1.5 1.2 2.9 6.7 .3 1.7 35. 11.4 17.8 .8 1.3 1.2 2.5 6.3 .3 1.5 40. 10.2 17.0 .7 1.3 1.1 2.3 6.0 .3 1.3 45. 9.2 16.4 .6 1.2 1.1 2.1 5.7 .3 1.2 50. 8.3 15.8 .6 1.2 1.1 1.9 5.4 .2 1.2 7/15 55. 7.2 15.1 .5 1.0 .9 1.7 5.1 .2 1.0 0. 6.2 14.2 .4 .8 .7 1.5 4.8 .2 .9 5. 5.3 13.2 .3 .6 .5 1.3 4.4 .1 .7 10. 4.4 12.3 .2 .4 .3 1.0 4.0 .1 .5 15. 3.8 11.5 .1 .3 .2 .8 3.7 .1 .4 20. 3.4 10.9 .1 .2 .1 .7 3.4 .0 .3 25. 3.0 10.4 .1 .2 .1 .6 3.2 .0 .2 30. 2.7 9.9 .1 .1 .1 .5 3.1 .0 .2 35. 2.4 9.5 .1 .1 X .4 2.9 .0 .2 40. 2.1 9.1 .0 .1 .0 .4 2.8 .0 .1 45. 1.9 8.8 .0 .1 .0 .3 2.6 .0 .1 50. 1.7 8.4 .0 .1 .0 .3 2.5 .0 .1 55. 1.6 8.1 .0 .0 .0 .3 2.4 .0 .1 0. 1.4 7.8 .0 .0 .0 .2 2.3 .0 .1 5. 1.3 7.6 .0 .0 .0 .2 2.2 .0 .1 10. 1.1 7.3 .0 .0 .0 .2 2.1 .0 .1 15. 1.0 7.1 .0 .0 .0 .2 2.0 .0 .0 20. .9 6.8 .0 .0 .0 .2 1.9 .0 .0 25. .8 6.6 .0 .0 .0 .1 1.8 .0 .0 30. .8 6.4 .0 .0 .0 .1 1.8 .0 .0 35. .7 6.2 .0 .0 .0 .1 1.7 .0 .0 40. .6 6.0 .0 .0 .0 .1 1.6 .0 .0 45. .5 5.8 .0 .0 .0 .1 1.6 .0 .0 50. .5 5.6 .0 .0 .0 .1 1.5 .0 .0 55. .4 5.5 .0 .0 .0 .1 1.4 .0 .0 0. .4 5.3 .0 .0 .0 .1 1.4 .0 .0 5. .3 5.1 .0 .0 .0 .1 1.3 .0 .0 10. .3 5.0 .0 .0 .0 .1 1.3 .0 .0 15. .3 4.8 .0 .0 .0 .1 1.2 .0 .0 20. .2 4.7 .0 .0 .0 .1 1.2 .0 .0 25. .2 4.6 .0 .0 .0 .1 1.1 .0 .0 30. .2 4.4 .0 .0 .0 .1 1.1 .0 .0 35. .1 4.3 .0 .0 .0 .0 1.1 .0 .0 40. .1 4.2 .0 .0 .0 .0 1.0 .0 .0 45. .1 4.1 .0 .0 .0 .0 1.0 .0 .0 50. .1 3.9 .0 .0 .0 .0 1.0 .0 .0 55. .1 3.8 .0 .0 .0 .0 .9 .0 .0 0. .0 3.7 .0 .0 .0 .0 .9 .0 .0 5. .0 3.6 .0 .0 .0 .0 .9 .0 .0 10. .0 3.5 .0 .0 .0 .0 .8 .0 .0 15. .0 3.4 .0 .0 .0 .0 .8 .0 .0 20. .0 3.3 .0 .0 .0 .0 .8 .0 .0 25. .0 3.2 .0 .0 .0 .0 .7 .0 .0 30. .0 3.1 .0 .0 .0 .0 .7 .0 .0 35. .0 3.1 .0 .0 .0 .0 .7 .0 .0 40. .0 3.0 .0 .0 .0 .0 .7 .0 .0 45. .0 2.9 .0 .0 .0 .0 .6 .0 .0 50. .0 2.8 .0 .0 .0 .0 .6 .0 .0 55. .0 2.7 .0 .0 .0 .0 .6 .0 ..0 0. .0 2.7 .0 .0 .0 .0 .6 .0 .0 S. .0 2.6 .0 .0 .0 .0 .6 .0 .0 10. .0 2.5 .0 .0 .0 .0 .5 .0 .0 15. .0 2.4 .0 .0 .0 .0 .5 .0 .0 20. .0 2.4 .0 .0 .0 .0 .5 .0 .0 25. .0 2.3 .0 .0 .0 .0 .5 .0 .0 30. .0 2.2 .0 .0 .0 .0 .5 .0 .0 35. .0 2.2 .0 .0 .0 .0 .5 .0 .0 40. .0 2.1 .0 .0 .0 .0 .4 .0 .0 45. .0 2.1 .0 .0 .0 .0 .4 .0 .0 50. .0 2.0 .0 .0 .0 .0 .4 .0 .0 55. .0 2.0 .0 .0 .0 .0 .4 .0 .0 0. .0 1.9 .0 .0 .0 .0 .4 .0 .0 5. .0 1.9 .0 .0 .0 .0 .4 .0 .0 10. .0 1.8 .0 .0 .0 .0 .4 .0 .0 15. .0 1.8 .0 .0 .0 .0 .3 .0 .0 20. .0 1.7 .0 .0 .0 .0 .3 .0 .0 25. .0 1.7 .0 .0 30. .0 1.6 .0 .0 . .0 1. .0 .0 40 40. .0 1.5 .0 .0 45. .0 1.5 .0 .0 7 50. .0 1.4 .0 .0 5. .0 1.4 .0 .0 0. .0 1.4 .0 .0 5. .0 _ 1.3 .0 .0 8 10. .0 1.3 .0 .0 15. .0 1.3 .0 .0 20. .0 1.2 .0 .0 8 25. .0 1.2 .0 .0 8 30. .0 1.2 .0 .0 35. .0 1.1 .0 .0 40. .0 1.1 .0 .0 8 45. .0 1.1 .0 .0 5. .0 1.0 .0 .0 55. .0 1.0 .0 .0 0. .0 1.0 .0 .0 9 5. .0 .9 .0 .0 10. .0 .9 .0 .0 '9 9 15. .0 .9 .0 .0 9 20. .0 .9 .0 .0 9 25. .0 .8 .0 .0 30. .0 .8 .0 .0 '9 9 35. .0 .8 .0 .0 9 40. .0 .8 .0 .0 45. 0 7 0 .0 '9 9 50. .0 .7 .0 .0 9 55. .0 .7 .0 .0 10 0. .0 .7 .0 .0 PR-1 FACILITIES SERVICES SITE -- PROPOSED CONDITION r0-YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE #4 .0 .0 .3 .0 .0 .0 .0 .3 .0 .0 .0 .0 .3 .0 .0 .0 .0 .3 .0 .0 .0 .0 .3 .0 .0 .0 .0 .3 .0 .0 .0 .0 .3 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .2 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 .0 .0 .1 .0 .0 FILES: PR1-R100.DAT 8 .OUT LIDSTONE 8 ANDERSON, INC. 11 CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL - �TERSHED AREA (ACRES) TAL RAINFALL (INCHES) 1036.500 �TAL INFILTRATION (INCHES) TOTAL WATERSHED OUTFLOW (INCHES) lTAL SURFACE STORAGE AT END OF STROM (INCHES) ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL 1 PR-1 FACILITIES SERVICES SITE -- PROPOSED CONDITION I00-YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE 94 RUTTER GUTTER NDP NP NUMBER CONNECTION 2.890 1.446 1.249 .195 .000 FILES: PR1-R100.DAT 8 .OUT LIDSTONE 8 ANDERSON, INC. WIDTH INVERT OR DIAM LENGTH SLOPE (FT) (FT) (FT/FT) 3/15 SIDE SLOPES OVERBANK/SURCHARGE HORI2 TO VERT MANNING DEPTH JK L R N (FT) 7i115 �0 57 7 2 PIPE .5 50. .0100 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .1 .0 .5 .0 .7 .0 2.3 1884.0 7 209 0 4 CHANNEL 20.0 1350. .0220 4.0 10.0 .040 OVERFLOW 290.0 0. .0220 28.0 3.0 .100 209 208 6 2 PIPE .5 54. .0100 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 0 .0 .1 .0 .5 .0 .8 .0 1.4 .1 208 56 5 2 PIPE .5 54. .0100 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 11.0 1.3 22.0 3.6 28.0 7.4 2050.0 56 207 0 1 CHANNEL 17.0 825. .0190 9.0 5.0 .040 207 206 4 2 PIPE .5 50. .0100 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 106 .0 .0 .0 19.0 .1 32.0 .5 130.0 55 5 2 PIPE .5 50. .0100 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 .3 .0 .8 .0 2.3 1361.0 55 54 0 1 CHANNEL 1.0 2350. .0100 100.0 100.0 .080 211 59 5 2 PIPE .5 50. .0100 .0 .0 .013 RESERVOIR .0 STORAGE IN .0 ACRE-FEET VS SPILLWAY OUTFLOW .2 2.0 1.5 9.0 4.4 14.0 9.7 2359.0 59 58 0 1 CHANNEL 1.0 2070. .0068 100.0 100.0 .040 58 54 0 4 CHANNEL 15.0 450. .0020 1.0 1.0 .030 OVERFLOW 1.0 0. .0020 100.0 100.0 .080 ' 54 52 0 4 CHANNEL 15.0 1600. .0020 1.0 1.0 .030 OVERFLOW 1.0 0. .0020 100.0 100.0 .080 2 PIPE 5 50 0100 .0 .0 .013 205 53 3 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 36.2 168.0 111.3 340.0 53 52 0 1 CHANNEL 1.0 1400. .02.30 25.0 25.0 52 204 0 4 CHANNEL 20.0 2200. .0045 3.0 7.0 OVERFLOW 1.0 0. .0045 40.0 118.0 51 204 0 1 CHANNEL 1.0 1080. .0093 85.0 50.0 50 204 0 4 CHANNEL 15.0 3000. .0020 1.0 1.0 OVERFLOW 1.0 0. .0020 100.0 100.0 '204 49 4 2 PIPE .5 50. .0100 .0 .0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 38.0 5.0 90.0 11.7 2064.0 49 301 0 4 CHANNEL 5.0 1700. .0062 4.0 7.0 OVERFLOW 1.0 0. .0064 33.0 59.0 301 229 0 4 CHANNEL 5.0 2200. .0062 4.0 7.0 OVERFLOW 1.0 0. .0064 33.0 59.0 229 47 0 3 .0 1. .0010 .0 .0 47 46 3 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 398 - TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 5.0 5.0 500.0 5.0 ' 46 48 0 3 .0 1. .0010 .0 .0 48 45 10 2 PIPE .1 10. .0010 .0 .0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.5 .1 6.7 .1 13.0 ' .6 56.0 .8 134.0 .9 234.0 1.0 353.0 45 43 . 3 3 .0 1. .0010 .0 .0 DIVERSION TO GUTTER NUMBER 399 - TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 14.0 14.0 500.0 14.0 43 41 0 3 .0 1. .0010 .0 .0 42 41 0 3 .0 1. .0010 .0 .0 0 0 3 .0 1. .0010 .0 .0 i41 322 0 2 2 PIPE .1 10. .0010 .0 .0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 500.0 .0 300 0 3 .0 1. .0010 .0 .0 '398 399 300 0 3 .0 1. .0010 .0 .0 300 0 0 3 .0 1. .0010 .0 C .040 .040 .080 .080 .030 .080 .013 .50 1.2 413.0 6.00 100.00 .50 3.8 2021.0 .50 7.00 .50 50 10.00 .50 10.00 4.00 100.00 4.00 100.00 .50 10.00 3.00 10.00 2.00 4.00 100.00 .50 .040 3.00 .080 7.00 .040 3.00 .080 7.00 .001 10.00 .001 10.00 001 100 .3 14.0 .001 10.00 0 .10 0 .4 14.0 10.00 399 .001 10.00 0 .001 10.00 0 .001 10.00 0 .100 .10 0 .001 10.00 0 .001 10.00 0 .001 10.00 0 'TOTAL NUMBER OF GUTTERS/PIPES, 32 I lo/i5 P FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-R100.DAT & .OUT 1 YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE #4 LIDSTONE & ANDERSON, INC. ALGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 'GUTTER 41 43 42 0 0 0 0 0 0 0 0 304 0 0 0 0 0 0 0 0 0 1029.4 42 0 0 0 0 0 0 0 0 0 0 301 0 0 0 0 0 0 0 0 0 20.2 43 45 0 0 0 0 0 0 0 0 0 303 320 0 0 0 0 0 0 0 0 1002.9 45 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 992.1 46 47 0 0 0 0 0 0 0 0 0 305 0 0 0 0 0 0 0 0 0 992.1 47 229 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 988.4 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 992.1 '48 49 204 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 885.4 50 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0 22.4 51 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 14.2 54 53 0 0 0 0 0 0 0 0 13 16 0 0 0 0 0 0 .0 0 725.5 '52 53 205 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 414.8 54 55 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 147.3 15 206 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 122.4 ' 56 208 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 93.0 57 210 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23.5 58 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24.9 59 211 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24.9 204 52 51 50 0 0 0 0 0 0 0 18 15 0 0 0 0 0 0 0 0 885.4 205 0 0 0 0 0 0 0 0 0 0 91 92 93 94 95 0 0 0 0 0 414.8 206 207 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 122.4 56 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 122.4 '207 208 209 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 93.0 209 57 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 48.9 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 23.5 '210 211 0 0 0 0 0 0 0 0 0 0 120 0 0 0 0 0 0 0 0 0 24.9 229 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 988.4 300 398 399 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 49 0 0 0 0 0 0 0 0 0 302 300 0 0 0 0 0 0 0 0 988.4 '301 322 0 0 0 0 0 0 0 0 0 0 309 321 0 0 0 0 0 0 0 0 7.1 398 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 399 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 P 1 FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-R100.DAT & .OUT -YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE #4 LIDSTONE & ANDERSON, INC. IROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS t THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (1) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER 'ME(HR/MIN) 204 301 47 46 48 45 43 41 322 0 5. .02 .00 .00 .00 .00 .00 .01 .02 .00 ' .00( ) .00( ) .00(D) .00( ) .00(S) .00(D) .00( ) .00( ) OO(S) 300 00 .00( ) ' 0 10. 1.00 .00 .00 .02 .01 .01 .07 .10 .00 .01 .01(S) .00( ) .00(0) .00( ) .00(S) .01(D) .00( ) .00( ) .00(S) .00( ) 0 15. 4.52 1.18 1.18 2.37 .81 .81 8.92 12.74 .00 2.00 .05(S) A( ) 1.18(D) .00( ) .01(S) .81(D) .00( ) .00( ) .01(S) .00( ) 0 20. 7.86 6.09 6.09 3.34 1.92 1.92 14.24 23.76 .00 6.92 .10(S) .51( ) 5.00(0) .00( ) .02(S) 1.92(D) .00( ) .00( ) .05(S) .00( ) 0 25, 14.06 16.80 16.80 16.58 5.20 5.20 25.51 44.94 .00 10.20 .18(S) .86( ) 5.000) .00( ) .06(S) 5.20(D) .00( ) .00( ) .11(S) .00( ) 0 30. 28.18 40.24 40.24 43.16 13.47 13.47 46.82 86.64 .00 18.47 .36(S) 1.30( ) 5.000) .00( ) .20(S) 13.47(D) .00( ) .00( ) .22(S) .00( ) ' 0 35. 45.55 96.75 96.75 110.46 42.71 42.71 121.96 203.57 .00 19.00 1.10(S) 1.94( ) 5.000) 1. 00( ) .54(S) 14.00(0) .00( ) .00( ) .44(S) .00( ) 0 40. 59.68 147.63 147.63 151.73 138.96 138.96 159.13 218.05 .00 19.00 2.32(S) 2.33( ) 5.000) .00( ) .81(S) 14.00(D) .00( ) .00( ) .67(S) .00( ) 0 45. 75.19 156.41 156.41 159.32 165.84 165.84 176.69 214.90 .00 19.00 3.67(S) 2.39( ) 5.000) .00( ) .84(S) 14.00(D) .00( ) .00( ) .80(S) .00( ) 0 50. 105.10 160.33 160.33 161.34 156.89 156.89. 159.28 193.66 .00 19.00 5.05(S) 2.42( ) 5.000) .00( ) 83(S) 14.000) .00( ) .00( ) .90(S) .00( ) ' 0 55. 307.58 178.28 178.28 177.73 177.41 177.41 177.57 201.24 .00 19.00 5.74(S) 2.53( ) 5.000) .00( ) .84(S) 14.00(D) 00( ) .00( ) .97(S) .00( ) 1 0. 315.34 226.98 226.98 225.38 216.59 216.59 211.18 235.05 .00 19.00 5.76(S) 2.81( ) 5.000) .00C ) 88(S) 14.00(D) .00( ) .00( ) 1.02(S) .00( ) 1 5. 316.83 286.61 286.61 283.87 278.78 278.78 272.64 287.79 .00 19.00 5.77(S) 3.08( ) 5.000) .00( ) .92(S) 14.00(D) .00( ) .00( ) 1.07(S) .00( ) 1 10. 315.08 323.02 323.02 319.95 316.71 316.71 307.19 324.65 .00 19.00 . 5.76(S) 3.21( ) 5.00(D) .00( ) .95(S) 14.00(0) .00( ) .00( ) 1.10(S) .00( ) ' 1 15. 311.17 339.19 339.19 335.47 334.74 334.74 325.87 336.23 .00 19.00 5.75(S) 3.26( ) 5.00(D) .00( ) .97(S) 14.00(D) .00( ) .00( ) 1.12(S) .00( ) 1 20. 305.77 344.66 344.66 340.97 340.44 ' 340.44 329.27 343.28 .00 19.00 5.73(S) 3.28( ) 5.000) .00( ) .97(S) 14.00(D) .00( ) .00( ) 1.14(S) .00( ) 1 25. 298.91 343.71 343.71 339.51 340.11 340.11 329.93 337.55 .00 19.00 5.71(S) 3.28( ) 5.000) .00( ) .97(S) 14.00(0) .00( ) .00( ) 1.16(S) .00( ) 1 30. 291.07 338.66 338.66 334.58 335.08 335.08 322.75 334.44 .00 19.00 5.68(S) 3.26( ) 5.00(D) .00( ) .97(S) 14.00(D) .00( ) .00( ) 1.17(S) .00( ) 1 35. 283.12 331.28 331.28 326.88 327.94 327.94 317.27 323.25 .00 19.00 5.65(S) 3.24( ) 5.000) .00( ) .96(S) 14.00(0) .00( ) .00( ) 1.19(S) .00( ) ' 1 40. 275.10 322.52 322.52 318.30 319.16 319.16 306.58 317.05 .00 19.00 5.63(S) 3.21( ) 5.00(D) .00( ) .95(S) 14.00(D) .00( ) .00( ) 1.20(S) .00( ) 1 45. 267.21 313.02 313.02 308.51 309.72 309.72 298.91 303.93 .00 19.00 5.60(S) 3.17( ) 5.00(D) .00( ) .95(S) 14.000) .00( ) .00( ) 1.21(S) .00( ) ' 1 50. 259.57 303.20 303.20 298.89 299.85 299.85 287.19 296.88 .00 19.00 5.57(S) 3.14( ) 5.000) .00( ) .94(S) 14.00(D) .00( ) .00( ) 1.22(S) .00( ) 1 55. 251.73 293.27 293.27 288.56 289.81 289.81 278.38 282.38 .00 19.00 5.55(S) 3.10( ) 5.000) .00( ) .93(S) 14.00(D) .00( ) .00( ) 1.23(S) .00( ) ' 2. 0. 2".03 283.42. 283.42 278.91 279.85 279.85 266.37 274.90 .00 19.00 5.52(S) 3.07( ) 5.00(D) .00( ) .92(S) 14.00(D) .00( ) .00( ) 1.23(S) .00( ) 2 5. 236.32 273.46 273.46 268.54 269.81 269.81 257.50 260.27 .00 19.00 '5.49(S) 3.03( ) 5.00(D) .00( ) .92CS) 14.00(D) .00( ) .00( ) 1.24(S) .00( ) 2 10. 228.63 263.68 263.68 258.98 259.89 259.89 245.55 252.82 .00 19.00 5.47(S) 2.99( ) 5.000) .00( ) .91(S) 14.00(D) .00( ) .00( ) 1.24(S) .00( ) 2 15, 221.36 255.30 255.30 250.29 251.27 251.27 238.51 240.32 .00 19.00 5.44(S) 2.95( ) 5.000) .00( ) .90(S) 14.00(D) .00( ) .00( ) 1.24(S) .00( ) 2 20. 214.40 246.94 246.94 242.18 243.01 243.01 228.41 234.91 .00 19.00 5.42(S) 2.91( ) 5.00(D) .00( ) .90(S) 14.00(D) .00( ) .00( ) 1.25(S) .00( ) 2 25. 207.70 238.85 238.85 233.79 234.77 234.77 221.84 223.02 .00 19.00 5_40(S) 2.87( ) 5.000) .00( ) .89(S) 14.000) .00( ) .00( ) 1.25(S) .00( ) 2 30. 201.24 231.07 231.07 226.27 227.07 227.07 212.36 218.33 .00 19.00 5.38(S) 2.83( ) 5.00(0) .00( ) 88(S) 14.00(D) .00( ) .00( ) 1.25(S) .00( ) ' 2 35. 195.01 223.62 223.62 218.54 219.50 219.50 206.49 207.20 .00 19.00 5.35(S) 2.79( ) 5.000) .00( ) .88(S) 14.00(0) .00( ) .00( ) 1.25(S) .00( ) 2 40. 188.99 216.49 216.49 211.66 212.36 212.36 197.59 203.15 .00 19.00 5.33(S) 2.75( ) 5.000) .00( ) .87(S) 14.000) .00( ) .00( ) 1.25(S) .00( ) 2 45. 183.19 209.64 209.64 204.54 205.45 205.45 192.40 192.75 .00 19.00 5.31(S) 2.71( ) 5.00(D) .00( ) .87(S) 14.00(D) .00( ) .00( ) 1.25(S) .00( ) 2 50. 177.58 203.07 203.07 198.23 198.86 198.86 184.05 189.29 .00 19.00 ' 5.30(S) 2.68( ) 5.00(D) .00( ) .86(S) 14.000) .00( ) .00( ) 1.25(S) .00( ) ,1/s 1alr5 2 55. 172.17 196.75 196.75 191.64 192.49 192.49 179.42 179.47 .00 19.00 5.28(S) 2.64( ) 5.00(0) .00( ) .86(S) 14.00(D) .00( ) .00( ) 1.25(S) .00( ) 3 0. 166.95 190.67 190.67 185.82 186.38 186.38 171.56 176.53 .00 19.00 5.26(S) 2.60( ) 5.00(0) .00( ) .85(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 3 5. 161.90 184.81 184.81 179.69 180.50 180.50 167.41 167.21 .00 19.00 5.24(S) 2.57( ) 5.00(D) .00( ) .85(S) 14.00(D) .00( ) 00( ) 1.26(S) .00( ) 3 10. 157.02 179.17 179.17 174.31 174.83 174.83 159.99 164.73 .00 19.00 5.23(S) 2.54( ) 5.00(0) .00( ) .84(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 3 15. 152.32 173.73 173.73 168.61 169.36 169.36 156.27 155.86 .00 19.00 5.21(S) 2.50( ) 5.00(0) .00( ) .84(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 3 20. 147.77 168.49 168.49 163.63 164.10 164.10 149.26 153.80 .00 19.00 5.19(S) 2.47( ) 5.00(D) .00( ) .83(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 3 25. 143.39 163.44 163.44 158.31 159.02 159.02 145.92 145.32 .00 19.00 5.18(S) 2.44( ) 5.000) .00( ) .83(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) ' 3 30. 139.15 158.56 158.56 153.70 154.12 154.12 139.27 143.64 .00 19.00 5.16(S) 2.41( ) 5.00(0) .00( ) .83(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 3 35. 135.07 153.86 153.86 148.73 149.40 149.40 136.29 135.54 .00 19.00 5.15(S) 2.37( ) 5.00(D) .00( ) .82(S) 14.00(D) .00( ) 00( ) 1.26(S) .00( ) ' 3 40. 131.13 149.33 149.33 144.46 144.85 144.85 129.99 134.21 .00 19.00 5.14(S) 2.34( ) 5.00(D) .00( ) .82(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 3 45. 127.32 144.95 144.95 139.82 140.45 140.45 127.34 126.44 .00 19.00 5.12CS) 2.31( ) 5.00(D) .00( ) .82(S) 14.00(D) .00( ) .00( ) 1.26(S) 00( ) ' 3 50. 123.64 140.73 140.73 135.36 136.21 136.21 121.36 125.44 .00 19.00 5.11(S) 2.28( ) 5.00(D) .00( ) .81(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 3 55. 120.09 136.66 136.66 131.52 132.70 132.70 119.59 118.56 .00 19.00 5.10(S) 2.26( ) 5.00(D) .00( ) .81(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 4 0. 116.63 132.72 132.72 127.85 129.32 129.32 114.46 118.42 .00 19.00 5.09(S) 2.23( ) 5.00(D) .00( ) .80(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 4 5. 113.26 128,91 128.91 123.78 125.39 125.39 112,27 111.13 .00 19.00 5.08(S) 2.20( ) 5.00(0) .00( ) .79(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 4 10. 109.96 125.22 125.22 120.35 121.66 121.66 106.80 110.65 .00 19.00 5.07(S) 2.17( ) 5.00(D) .00( ) .78(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 4 15. 106.71 121.63 121.63 116.50 118.03 118.03 104.91 103.66 .00 19.00 5.05(S) 2.14( ) 5.00(D) .00( ) .77(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 4 20. 103.49 118.13 118.13 113.26 114.49 114.49 99.63 103.38 .00 19.00 5.04(S) 2.12( ) 5.00(0) .00( ) .76(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) ' 4 25. 100.30 114.69 114.69 109.56 111.03 111.03 97.91 96.57 .00 19.00 5.03(S) 2.09( ) 5.00(D) .00( ) .75(S) 14.00(D) CO( ) .00( ) 1.26(S) .00( ) 4 30. 97.16 111.32 111.32 106.45 107.64 107.64 92.77 96.43 .00 19.00 5.02(S) 2.06( ) 5.00(0) .00( ) .74(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) ' 4 35. 94.08 108.00 108.00 102.87 104.30 104.30 91.17 89.75 .00 19.00 5.01(S) 2.03( ) 5.00(D) .00( ) .73(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 4 40. 91.05 104.74 104.74 99.87 101.01 101.01 86.15 89.72 .00 19.00 5.00(S) 2.01( ) 5.00(0) .00( ) .72(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) ' 4 45. .90.41 101.68 101.68 96.54 97.86 97.86 84.74 83.24 .00 19.00 4.98(S) 1.98( ) 5.00(D) .00( ) .71(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 4 50. 90.02 99.11 99.11 94.25 95.09 95.09 80.23 83.73 .00 _ 19.00 4.95(S) 1.96( ) 5.00(D) .00( ) .71(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 4 55. 89.43 97.16 97.16 92.03 92.90 92.90 79.77 78.19 .00 19.00 4.90(S) 1.94( ) 5.00(0) .00( ) .70(S) 14.00(0) .00( ) ` .00( ) 1.26(S) .00( ) 5 0, 88.68 95.66 95,66 90.80 91,23 91,23 76,36 79.79 .00 19.00 4.83(S) 1.93( ) 5.00(0) .00( ) .69(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 5 5. 87.78 94.44 94.44 89.31 89.91 89.91 76.79 75.14 .00 19.00 4.76(S) 1.92( ) 5.00(D) .00( ) .69(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 5 10. 86.75 93.34 93.34 88.48 88.77 88.77 73.90 77.27 .00 19.00 4.67(S) 1.91( ) 5.00(D) .00( ) .69(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 5 15. 85.59 92.27 92.27 87.14 87.69 87.69 74.57 72.86 .00 19.00 4.57(S) 1.90( ) 5.00(0) .00( ) .69(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) ' 5 20. 84.33 91.16 91.16 86.30 86.60 86.60 .71.73 75.04 .00 19.00 4.46(S) 1.89( ) 5.00(D) .00( ) .68(S) 14.00(0) .00( ) .00( ) 1.26(S) 00( ) 5 25. 82.97 89.99 89.99 84.86 85.45 85.45 72.33 70.56 .00 19.00 4.34(S) 1.88( ) 5.00(D) .00( ) .68(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 5 30. 81.53 88.74 88.74 83.87 84.23 84.23 69.37 72.62 .00 19.00 4.21(S) 1.87( ) 5.00(0) .00( ) .68(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 5 35. 80.01 87.41 87.41 82.28 82.93 82.93 69.81 67.99 .00 19.00 ' 4.08(S) 1.85( ) 5.00(D) .00( ) .67(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) ' 5 40. 78.44 86.00 86.00 81.13 81.55 81.55 66.69 69.89 .00 19.00 3.95(5) 1.84( ) 5.00(D) .00( ) .67(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 5 45. 76.82 84.52 84.52 79.39 80.10 80.10 66.98 65.11 .00 19.00 3.81(S) 1.83( ) 5.000) .00( ) .66(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 5 50. 75.16 82.98 82.98 78.11 78.58 78.58 63.71 66.87 .00 19.00 3.66(S) 1.81( ) 5.000) .00( ) .66(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 5 55. 73,411 81.311 81.311 76.25 77,00 77.00 63.88 61.97 .00 19.00 3.52CS) 1.79( ) 5.00(0) .00( ) .66(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 6 0. 71.77 79.74 79.74 74.87 75.38 75.38 60.51 63.62 .00 19.00 3.37(S) 1.78( ) 5.00(0) .00( ) .65(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 6 5. 70.06 78.06 78.06 72.93 73.72 73.72 60.59 58.64 .00 19.00 t 3.22(S) 1.76( ) 5.000) .00( ) .65(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 6 10. 68.33 76.35 76.35 71.49 72.02 72.02 57.15 60.23 .00 19.00 3.07(S) 1.74( ) 5.00(D) .00( ) .64(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 6 15. 66.61 74.63 74.63 69.50 70.31 70.31 57.18 55.19 .00 19.00 ' 2.92(S) 1.73( ) 5.000) .00( ) .64(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 6 20. 64.90 72.90 72.90 68.03 68.58 68.58 53.71 56.74 .00 19.00 2.78(S) 1.71( ) 5.000) .00( ) .63(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 6 25. 63.20 71.16 71.16 66.03 66.34 66.84 53.71 51.69 .00 19.00 2.63(S) 1.69( ) 5.00(D) .00( ) .63(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 6 30. 61.51 69.42 69.42 64.55 65.10 65.10 50.23 53.23 .00 19.00 2.48(S) 1.67( ) 5.000) .00( ) .62(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) ' 6 35. 59.84 67.69 67.69 62.56 63.37 63.37 50.24 48.18 .00 19.00 2.34(S) 1.65( ) 5.000) .00( ) .62CS) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 6 40. 58.20 65.97 65.97 61.10 61.64 61.64 46.78 49.74 .00 19.00 2.20(S) 1.63( ) 5.00(D) .00( ) .62(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) ' 6 45. 56.58 64.27 64.27 59.14 59.93 59.93 46.81 44.71 .00 19.00 2.06(S) 1.61( ) 5.00(D) .00( ) .61(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 6 50. 54.98 62.58 62.58 57.71 58.24 58.24 43.37 46.31 .00 19.00 . 1.92(S) 1.59( ) 5.00(0) .00( ) .61(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) ' 6 55. 53.42 60.92 60.92 55.79 56.57 56.57 43.44 41.32 .00 19.00 1.78(S) 1.58( ) 5.000) .00( ) .60(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 7 0, 51.88 1.65(S) 59.28 1.56( ) 59,28 5.000) 54.41 .00( 55,19 ) .60(S) 55.19 14.00(D) 40.32 .00( 43.23 ) .00( .00 ) 1.26(S) 19.00 .00( ) 7 5. 50.37 57.66 57.66 52.53 53.75 53.75 40.62 38.47 .00 19.00 1.52(S) 1.54( ) 5.00(D) .00( ) .59(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 7 10. 48.90 56.08 56.08 51.21 52.17 52.17 37.30 40.18 .00 19.00 ' 1.39(S) 1.52( ) 5.000) .00( ) .58(S) 14.00(D) .00( ) .00( ) 1.26(S) 00( ) 7 15. 47.46 54.52 54.52 49.38 50.60 50.60 37.47 35.29 .00 19.00 1.27(S) 1.50( ) 5.000) .00( ) .57(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 7 20. 46.04 52.99 52.99 48.12 49.05 49.05 34.18 37.03 .00 19.00 1.14(S) 1.48( ) 5.000) .00( ) .57(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 7 25. 44.67 51.49 51.49 46.36 47.53 47.53 34.40 32.20 .00 19.00 1.02CS) 1.46( ) 5.000) .00( ) .56(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) '. 7 30. 43.32 50.02 50.02 45.15 46.04 46.04 31.17 34.00 .00 19.00 .91(S) 1.44( ) 5.00(D) .00( ) .55(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 7 35. 42.01 48.59 48.59 43.45 44.58 44.58 31.46 29.23 .00 19.00 .79(S) 1.42( ) 5.00(D) .00( ) .55(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 7 40. 40.73 47.18 47.18 42.32 43.16 43.16 28.29 31.10 .00 19.00 .68(S) 1.40( ) 5.000) .00( ) .54(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 7 45. 39.48 45.81 45.81 40.68 41.77 41.77 28.64 26.39 .00 19.00 58(S) 1.38( ) 5.000) .00( ) .53(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 7 50. 36.79 44.41 44.41 39.54 40.38 40.38 25.51 28.29 .00 19.00 ..48(S) 1.36( ) 5.000) .00( ) .53(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 7 55. 31.00 42.69 42,69 37,56 38.84 38.84 25.72 23.45 .00 19.00 .40(S) 1.34( ) 5.000) .00( ) .52(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 8 0. 27.29 40.40 40.40 35.54 36.92 36.92 22.05 24.81 .00 19.00 .35(S) 1.30( ) 5.000) .00( ) .51(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 8 5. 24.82 37.68 37.68 32.55 34.50 34.50 21.37 19.09 .00 19.00 ' .32(S) 1.26( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 8 10. 23.08 34.87 34.87 30.00 31.79 31.79 16.92 19.67 .00 19.00 .30(S) 1.22( ) 5.000) .00( ) .48(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 8 15. 21.77 32.22 32.22 27.09 29.07 29.07 15.94 13.64 .00 19.00 ,28(S) 1.17( ) 5.00(D) .00( ) .47(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 8 20. 20.73 29.86 29.86 24.99 26.53 26.53 11.66 14.39 .00 19.00 .26(S) 1.13( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) ' 1316 25. 19.86 27.81 27.81 22.68 24.27 24.27 11.14 8.82 .00 19.00 .25(S) 1.09( ) 5.000) .00( ) .45(S) 14.000) .00( ) .00( ) 1.26(S) 00( ) 8 30. 19.09 26.06 26.06 21.19 22.31 22.31 7.44 10.16 .00 19.00 24(S) 1.06( ) 5.000) .00( ) .44(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 35. 18.40 24.56 24.56 19.43 20.63 20.63 7.51 5.17 .00 19.00 .23(S) 1.03( ) 5.000) .00( ) .43(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 8 40. 17.75 23.28 23.28 18.41 19.20 19.20 4.33 7.03 .00 19.00 23(S) 1.01( ) 5.000) .00( ) .42(S) 14.00(D) 00( ) .00( ) 1.26(S) .00( ) 45. 17.14 22.17 22.17 17.03 17.96 17.96 4.83 2.48 .00 19.00 .22(S) .98( ) 5.000) .00( ) .42(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 50. 16.55 21.19 21.19 16.32 16.88 16.88 2.01 4.70 .00 19.00 .21(S) .96( ) 5.00(D) .00( ) .41(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 55. 15.99 20.31 20.31 15.18 15.93 15.93 2.80 .44 .00 19.00 .20(S) .94( ) 5.00(D) .00( ) .41(S) 14.00(D) .00( ) .00( ) 1.26(S) .00( ) 0. 15.45 19.52 19.52 14.66 15.08 15.08 .21 2.88 .00 19.00 .20(S) .92( ) 5.000) .00( ) .41(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 5. 14.93 18.80 18.80 13.67 14.31 14.31 1.18 .00 .00 19.00 .19(S) .91( ) 5.000) .00( ) .40(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 10. 14.43 18.13 18.13 13.26 14.00 14.00 .00 .59 .00 19.00 ' .18(S) .89( ) 5.000) .00( ) .40(S) 14.000) .00( ) .00( ) 1.26(S) 00( ) 9 15. 13.94 17.49 17.49 12.36 14.00 14.00 .00 .00 .00 19.00 181S) .88( ) 5.00(D) 00( ) .39(S) 14.00(D) .00( ) .00( ). 1.26(S) 00( ) 1 20. 13.47 16.90 16.90 12.03 14.00 14.00 .00 .26 .00 19.00 .17(S) .86( ) 5.00(D) .00( ) .38(S) 14.000) .00( ) 00( ) 1.26(S) .00( ) 9 25. 13.01 16.33 16.33 11.20 14.00 14.00 .00 .00 .00 19.00 16(S) .85( ) 5.000) .00( ) .36(S) 14.00(0) .00( ) .00( ) 1.26(S) .00( ) 30. 12.57 15.79 15.79 10.92 14.00 14.00 .00 .24 .00 19.00 .16(S) .83( ) 5.000) .00( ) .34(S) 14.000) .00( ) .00( ) 1.26(S) .00( ) 9 35. 12.15 15.27 15.27 10.14 14.00 14.00 .00 .00 .00 19.00 15(S) .82( ) 5.000) .00( ) .32(S) 14.00(D) .00( ) .00( > 1.26(S) .00( ) 40. 11.73 14.77 14.77 9.90 14.00 14.00 .00 .21 .00 19.00 .15(S) .81( ) 5.00(D) .00( ) .29(S) 14.00(D) .00( ) DO( ) 1.26(S) .00( ) 45. 11.34 14.29 14.29 9.15 13.90 13.90 .00 .00 .00 18.90 .14(S) .79( ) 5.000) .00( ) .26(S) 13.90(D) .00( ) 00( ) 1.26(S) .00( ) 50. 10.96 13.82 13.82 8.95 13.65 13.65 .00 .19 .00 18.65 .14(S) .78( ) 5.000) .00( ) .23(S) 13.650) .00( ) .00( ) 1.26(S) .00( ) 55. 10.59 13.37 13.37 8.24 13.39 13.39 .00 .00 .00 18.39 .13(S) .77( ) 5.000) .00( ) .19(S) 13.39(D) .00( ) .00( ) 1.26(S) .00( ) 0. 10.23 12.94 12.94 8.07 13.12 13.12 .00 .17 .00 18.12 .13(S) .75( ) 5.00(D) .00( ) .16(S) 13.12(D) .00( ) .00( ) 1.26(S), .00( ) FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL Tpiri R�nc ►OIU�nG t% SILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 18 204 205 206 207 208 209 210 211 1 FACILITIES SERVICES SITE -- PROPOSED CONDITION FILES: PR1-R100.DAT & .OUT -YEAR STORM MODIFIED MAY 1997 FOR WAREHOUSE #4 LIDSTONE & ANDERSON, INC. tPEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS "' PEAK STAGE STORAGE TIME 'CONVEYANCE ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 41 343.3 (DIRECT FLOW) 1 20. 45.2 (DIRECT FLOW) 0 35. '42 43 329.9 (DIRECT FLOW) 1 25. 45 340.4 (DIRECT FLOW) 120. 46 341.0 (DIRECT FLOW) 1 20. 47 344.7 (DIRECT FLOW) 1 20. 48 340.4 .1 1.0 1 20. 49 311.5 3.2 1 15. 10 14.7 .6 1 5. - jrxj A(je 4vt_ap u_ Arndt 1 5/r,5 51 9.8 .5 1 10. . 52 216.8 2.1 1 25. 53 111.7 1.1 1 25. 54 40.6 1.1 1 35. 55 38.9 .7 1 10. 56 27.5 .5 1 55. 57 24.8 .4 0 45. 58 7.2 .4 2 45. '59 7.2 .3 2 40. 204 316.8 .5 5.8 1 5. 205 112.0 .5 24.0 1 15. 206 129.6 .5 .9 0 45. 207 137.5 .5 .5 0 40. 208 27.5 .5 3.2 1 50. 209 62.6 .5 1.5 0 55. 210 62.2 .5 .8 0 40. 211 7.7 .5 1.2 1 55. 229 3".7 (DIRECT FLOW) 1 20. 300 19.0 (DIRECT FLOW) 0 35. 301 344.7 3.3 1 20. 322 .0 .1 1.3 10 0. 398 5.0 (DIRECT FLOW) 0 20. 399 14.0 (DIRECT FLOW) 0 35. IDPROGRAM PROGRAM CALLED Fl 1 1 I I I I APPENDIX A.4 ' DOCUMENTATION FOR THE "HYDROLOGIC MODEL UPDATE FOR THE WEST VINE BASIN MASTER DRAINAGE PLAN, " ILIDSTONE & ANDERSON, 19981 1 I 1 ' T,I0PEMCoprll61C0PRl 16-RPT WPD September 14, 1999 HYDROLOGIC MODEL UPDATE FOR THE WEST VINE BASIN MASTER DRAINAGE PLAN PREPARED FOR: City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, CO 80521 PREPARED BY: Lidstone & Anderson, Inc. 760 Whalers Way, Suite B200 Fort Collins, CO 80525 (LA Project No. COFC97.06) July 15, 1998 rr�- 2 1 1 2 4 �3 ATERSHED 0 EST VINE MASTER PLAN HYDROLOGIC UPDATE 100-YR EXISTING CONDITION JULY 1998 720 0000 1. 1 1. 24 5. 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24 0.24 0.24 0.12 0.12 -2 .016 .25 .1 * BEGIN CENTRAL FLOW PATH '1 1 1 2 301 402 1000 1300 60.0 37.8 5. 5. .023 .018 1 3 403 750 7.7 30. .061 1 4 204 1200 15.4 25. .037 5 202 2610 69.0 15. .030 '1 1 6 205 1580 32.6 25. .016 1 7 404 1500 22.8 10. .044 1 8 303 1100 22.7 5. .024 1 9 9 2100 32.7 20. .027 1 10 206 990 22.6 20. .015 1 11 11 1340 51.3 5. .014 12 112 640 2.2 10. .0011 '1 1 13 13 720 9.9 25. .015 1 14 14 1740 20.0 20. .018 1 15 15 1400 7.3 35. .025 16 16 1650 18.6 20. .020 '1 1 17 216 1500 10.2 35. .023 1 18 217 2300 18.9 45. .016 1 19 119 1100 9.5 45. .015 20 20 1900 13.4 35. .015 '1 1 21 21 1820 16.3 20. .015 1 22 122 920 10.5 10. .020 1 23 223 2000 21.1 20. .015 '1 24 423 1150 8.0 25. .057 1 25 25 1500 12.1 5. .034 * BEGIN SOUTHERN FLOW PATH '1 1 30 31 30 31 6700157.8 3100 62.1 20. 20 .200 .250 1 32 234 2570 53.6 20. .350 1 33 33 2700103.7 20. .150 COLLEGE LAKE 1 34 23423170 85.6 95. .150 1 35 406 3800 84.3 20. .025 1 36 134 5600 53.7 10. .039 37 137 1750 14.4 30. .379 '1 1 38 38 5900 77.1 10. .070 1 39 39 1950 33.2 10. .073 40 40 6400104.E 10. .0311 '1 1 41 141 1550 25.0 5. .020 1 42 242 3000 33.2 5. .013 1 43 243 4300 83.5 5. .005 56 407 700 4.1 40. .016 '1 1 44 245 3850 36.9 15. .069 1 45 245 3600 53.8 30. .011 1 46 246 1400 12.8 25. .021 47 146 2000 18.9 25. .019 '1 1 48 48 4000 47.0 80. .014 1 49 149 2800 21.5 60. .012 1 50 50 2300 27.3 25. .019 1 1 51 414 2700 24.6 15. .014 1 52 252 1200 10.9 25. .010 1 53 416 600 6.6 10. .020 ' 1 14 424 2000 23.5 20. .014 FILES: WV-EX100.DAT 8 .OUT LIDSTONE AND ANDERSON, INC 1 .3 .51 .50 .0018 ' 1 55 155 2500 25.4 5. .012 • BEGIN NORTHERN FLOW PATH 1 60 60 3200 34.8 20. .039 1 61 161 2600 61.7 15. .010 1 62 162 2000 40.0 10. .010 1 63 63 2420 16.7 45. .010 '1 64 64 1290 4.9 50. .040 1 65 265 1000 8.6 40. .019 1 66 422 750 3.8 45. .040 1 67 67 850 5.8 5. .034 '1 '68 268 1900 11.7 10. .025 BEGIN SOUTHEASTERN FLOW PATH 1 69 169 3000 41.9 20. .018 1 70 170 2400 16.4 30. .026 '1 71 71 5000 47.0 45. .012 1 72 172 3400 16:O 30. .059 1 73 73 3800 35.2 30. .016 1 74 74 2600 17.9 45. .009 'BEGIN NORTHEASTERN FLOW PATH 1 75 421 930 17.8 30. .012 1 76 76 1020 7.0 20. .031 1 77 77 730 5.7 15. .035 1 78 78 2450 26.0 25. .022 1 79 79 1350 19.6 15. .015 1 80 80 1840 19.0 10. .024 81 81 2200 27.3 10. .016 '1 1 82 280 3000 26.9 30. .014 0 0 BEGIN CENTRAL FLOW PATH 301 101 10 2 1. 0.00 0.0 0.30 0.0 1.74 0.0 ' 2.90 4.2 3.47 12.2 4.05 26.4 5.20 77.7 6.07 140.9 101 402 1 0. 620. .015 85. 20. 602 402 502 3 3 1. 0.0 0.0 60.0 0.0 2000.0 1940.0 502 403 3 1. 602 102 3 1. 102 204 1 5. 570. .032 100. 20. ' 204 104 3 1. 104 202 1 0. 840. .026 50. 100. 603 403 503 3 3 1. ' 0.0 0.0 70.0 0.0 2000.0 1930.0 503 404 3 1. 603 103 3 1. 103 202 1 0. 600. .060 100. 100. ' INFLOWS TO THE HOLLYWOOD STREET DETENTION POND 202 302 3 1. " HOLLYWOOD STREET DETENTION POND STORAGE -DISCHARGE RATING CURVE 302 105 12 2 1. ' 0.00 0.0 4.88 0.0 9.14 20.0 12.07 60.0 13.17 80.0 14.02 100.0 15.60 140.0 16.21 160.0 16.94 180.0 105 205 1 0. 600. .018 100. 100. 604 404 504 3 3 1. 0.0 0.0 50.0 0.0 2000.0 1950.0 504 604 242 107 3 3 1. 1. 107 303 1 0. 1130. .019 .30. 100. 303 108 14 2 1. 0.00 0.0 0.39 0.0 2.32 0.0 6.90 20.0 7.16 40.0 7.34 60.0 7.68 100.0 7.88 120.0 8.07 140.0 8.36 180.0 8.51 200.0 2.32 0.7 4.63 47.8 .060 2.0 060 2.0 060 2.0 060 2.0 10.85 40.0 14.87 120.0 17.55 200.0 .080 2.0 .060 2.0 6.16 0.0 7.49 80.0 8.22 160.0 1 108 9 1 0. 1000. .015 60. 100. 9 109 1 3. 1170. .007 5. 100. 109 205 1 3. 1010. .010 100. 5. 'UPSTREAM OF SUNSET STREET 205 106 3 1. 106 206 1 10. 1000. .008 30. 70. 206 110 3 1. 110 216 1 0. 430. .007 100. 100. 11 401 1 0. 1470. .019 60. 70. -1 500 401 3 3 1. 0.00 0.0 0.05 60.0 12.00 60.0 601 401 501 3 3 1. 0.0 0.0 90.0 0.0 2000.0 1910.0 501 601 402 111 3 3 1, 1. 111 112 1 0. 770. .019 60. 70. 112 13 1 0. 730. .018 60. 100. 13 113 1 0. 670. .009 100. 100. ' 113 14 1 0. 750. .017 60. 100. 14 15 1 0. 700. .009 60. 60. 15 115 4 0. 430. .013 50. 50. 36. 430. .013 60. 60. ' 115 206 1 5. 600. .010 3. 15. 16 216 4 5. 330. .010 4. 4. 17. 330. .010 60. 50. ' 216 117 3 1. 117 217 1 0. 270. .015 100. 100. 20 120 1 2. 1450. .010 3. 50. 120 217 4 0. 1270. .012 50. 50. ' 36. 1270. .012 60. 60. 217 18 3 1. 18 413 4 5. 290. .020 3. 3. 17. 290. .020 100. 100. 119 21 1 0. 320. .011 100. 100. 21 412 1 12. 500. .0001 3. 3. 612 412 512 3 3 1. ' 0.0 0.0 70.0 0.0 2000.0 1930.0 512 413 3 1. 612 223 3 1. UPSTREAM OF THE NEW MERCER CANAL 613 413 513 3 3 1. 0.0 0 0 140.0 0.0 2000.0 1860.0 513 122 3 1. 613 118 3 1. ' 118 223 1 0. 690. .009 30. 223 23 3 1. 23 423 1 0. 460. .009 30. 623 423 523 3 3 1. 0.0 0.0 190.0 0.0 2000.0 523 424 3 1. ' 623 124 124 25 3 1 0. 1, 570. .017 40. 25 267 1 0. 700. .008 70. • BEGIN NORTHERN FLOW PATH 60 161 1 0. 820. .013 100. ' 161 162 1 0. 1340. .010 100. 162 63 1 5. 610. .011 60. 63 411 4 0. 565. .007 50. 565. .007 60. '36. -1 510 411 4 3 1. 0.00 0.0 0.05 140.0 8.00 611 411 511 3 3 1, 0.0 0.0 130.0 0.0 2000.0 511 412 3 1. 611 163 3 1. ' 163 265 1 0. 630. .010 100. 80. 80. 1810.0 30. 100. 100. 100. 60. 50. 60. 140.0 1870.0 .080 2.0 .060 2.0 .060 2.0 .060 2.0 .080 2.0 .060 2.0 .060 .080 .080 .080 .080 .016 .040 .060 .060 .060 .080 .060 .016 .040 .060 .060 .080 .030 060 060 060 060 060 060 080 016 040 9.00 2.0 2.0 2.0 2.0 2.0 0.4 2.0 2.0 1.5 3.0 2.0 2.0 0.4 2.0 2.0 4.0 2.0 5.0 2.0 2.0 3.0 2.0 2.0 2.0 2.0 0.4 2.0 100. .080 2.0 0.0 64 164 4 0. 550. .010 50. 50. .016 0.4 36. 550. .010 60. 60. .040 2.0 164 265 1 0. 820. .005 3. 100. .060 2.0 ' 265 165 3 1. 165 422 1 0. 390. .023 15. 15. .080 3.0 622 422 522 3 3 1. 0.0 0.0 240.0 0.0 2000.0 1760.0 522 423 3 1. 622 166 3 1. 166 67 1 0. 450. .024 40. 20. .060 2.0 67 267 1 0. 420. .015 30. 100. .060 2.0 COMBINE NORTHERN AND CENTRAL FLOW PATHS 267 167 3 1. 167 268 1 0. 650. .004 20. 100. 060 3.0 BEGIN SOUTHERN FLOW PATH 30 234 1 3. 2300. .074 4. 5. .040 5.0 31 234 1 3. 1550. .116 6. 2. .040 10.0 33 234 1 5 1400. .011 2. 4. .045 10.0 234 334 3 1. 334 134 9 2 1. 0.00 0.0 18.64 5.2 37.28 16.7 55.91 33.1 74.55 53.8 93.75 78.7 112.95 107.5 132.14 140.2 151.34 176.7 134 405 4 10. 1500. .021 10. 10. .040 2.0 50. 1500. .021 100. 100. .060 2.0 137 38 1 5 2000. .018 4. 6. .040 6.0 38 138 4 3. 2500. .011 6. 7. .040 2.0 30. 2500. .011 100. 100. .060 3.0 138 141 4 2. 6. 800. 800. .014 .014 2. 2. 2. 50. .040 .060 2.0 4.0 141 242 1 0. 1900. .011 100. 100. .060 2.0 39 139 1 1. 1050. .024 2. 2. .040 3.0 139 40 1 1. 1550. .015 15. 10. .060 2.0 40 242 1 10. 1400. .009 100. 100. .060 2.0 242 142 3 1. 142 405 4 10. 1900. .0003 2.5 2.5 .030 4.0 30. 1900. .0003 2.5 100. .060 7.0 605 405 505 3 3 1. 0.0 0.0 100.0 0.0 2000.0 1900.0 ' 105 605 406 136 3 3 1. 1. 136 243 1 25. 950. .008 100. 60. .060 4.0 606 406 506 3 3 1. 0.0 0.0 120.0 0.0 2000.0 1880.0 ' 506 407 3 1. 606 243 3 1. 243 43 3 1. 43 143 4 10. 1400. .006 5. 5. .045 4.0 50. 1400. .006 100. 15. .060 5.0 143 245 1 5. 1650. .007 100. 15. .050 6.0 607 407 507 3 3 1. 0.0 0.0 140.0 0.0 2000.0 1860.0 507 3 1. 607 245 3 1. 245 145 3 1. ' 145 246 4 7. 2250. .005 15. 10. .050 4.0 107. 2250. .005 100. 50. .060 5.0 246 146 3 1. 146 48 1 0. 450. .012 100. 100. .080 3.0 48 148 1 0. 1100. .006 100. 100. .080 3.0 148 414 4 2. 750. .013 20. 20. .050 3.0 122. 750. .013 100. 100. .060 4.0 149 414 1 0. 350. .009 100. 100. .080 2.0 ' 122 414 1 12. 650. .0001 3. 3. .030 6.0 614 414 514 3 3 1. 0.0 0.0 90.0 0.0 2000.0 1910.0 ' 514 415 3 1. 614 151 3 1. 151 252 1 15. 700. 009 100. 50 415 1 1. 850. .013 100. 615 415 515 3 3 1. 0.0 0.0 150.0 0.0 2000.0 515 416 3 1. 615 150 3 1. 150 252 1 0. 600. .008 100. 252 152 3 1. 152 424 1 0. 650. .012 100. 616 416 516 3 3 1. 0.0 0.0 90.0 0.0 2000.0 16 3 1. 616 153 3 1. 153 424 1 5. 950. .013 20. 624 424 524 3 3 1. ' 0.0 0.0 130.0 0.0 2000.0 524 425 3 1. 624 154 3 1. 154 155 1 0. 1270. .010 100. 155 268 1 5. 750. .003 90. COMBINE NORTHERN, CENTRAL AND SOUTHERN FLOW PATHS 268 168 3 1. 168 170 1 10. 900. .010 40. 170 172 1 10. 950. .005 100. 172 273 1 0. 950. .007 75. * BEGIN THE SOUTHEASTERN FLOW PATH 625 425 525 3 3 1. 0.0 0.0 100.0 0.0 2000.0 525 3 1. 625 69 3 1. 69 169 1 0. 2350. .008 100. 169 71 4 0. 700. .005 50. 35. 700. .005 8. 71 171 4 0. 550. .005 50. ' 35. 550. .005 50. 171 73 4 0. 950. .007 50. 35. 950. .007 25. ' 73 273 1 0. 650. .007 100. 74 273 1 0. 500. .006 100. 273 174 3 1. 174 280 1 0. 400. .018 100. BEGIN THE NORTHEASTERN FLOW PATH -1 520 421 4 3 1. 0.00 0.0 0.05 210.0 6.00 621 421 521 3 3 1. ' 0.0 0.0 150.0 0.0 2000.0 521 422 3 1. 621 175 3 1. 175 76 1 10. 520. .019 25. 76 176 1 5. 400. .020 15. 176 77 1 2. 310. .010 30. 77 278 1 2. 420. .011 25. ' 78 278 4 0. 1340, .008 50. 36. 1340. .008 60. 278 178 3 1. 178 79 1 5. 530. .008 75. 79 179 1 2. 805. .007 70. 179 174 1 5. 660. .006 100. 80 180 1 0. 820. .008 100. 180 280 4 0. 740. .011 50. 36. 740. .011 60. COMBINE ALL FLOW PATHS 280 282 3 1. 81 282 1 0. 1320. .012 100. 100. .060 2.0 100. .020 2.0 1850.0 100. .080 2.0 100. .060 2.0 1910.0 30. .060 2.0 1870.0 100. .060 2.5 45. .060 3.0 40. .060 4.0 60. .060 3.0 100. .060 3.0 1900.0 100. .060 2.0 50. .016 0.4 8. .040 2.0 50. .016 0.4 50. .040 2.0 50. .016 0.4 25. .040 2.0 100. .060 2.0 100. .080 2.0 100. .060 3.0 210.0 7.00 0.0 1850.0 25. .060 4.0 3. .045 4.0 3. .045 3.0 3. .045 3.0 50. .016 0.4 60. .040 2.0 3. .045 3.0 3. .045 3.0 100. .045 2.0 100. .060 2.0 50. .016 0.4 60. .040 2.0 100. .060 2.0 TOTAL FLOWS FROM THE WEST VINE DRAINAGE BASIN 282 3 1. ' 0 0 ENDPROGRAM I �I 64 76 NORTHEASTERN FLOW PATH 7S 621 7 76 17 81 81 NORTHERN FLOW PATH 64 421 6a 16 521 78 82 eo so az 12 13 g0 161 6 63 411 811 65 16 422 622 77 78 79 80 0 80 61 62' 63 5t1 65 66 522 601 111 1 13 11 14 O 87 77 278 17 79 179 7 401 501 t5 19 11 \\\ 6 67 73 lA 612 11 11 602 t0 4 t5 21 21 412 2 402 512 72 17 2 0♦ 0 5 6 18 20 20 101 15 \J 603 10 02 21 0 205 23 24 23 74 3 403 16 12 73 503 7 n 10 06 1 16 1� 17 18 4 I13 613 1 23 23 423 623 2 .25 267 A67 68 16 1r7 73 7a 404 604 1 523 (.68 70 0 09I 10 17 18 513 0 10 L9 CENTRAL FLOW PATH 504 1 B 1 69 169 71 171 37 3 55 38 69 71 38 55 SOUTHEASTERN FLOW PATH 3 40 41 LEGEND 39 39 13 40 141 42 22 SOUTHERN FLOW PATH 42 4a 51 52 1 O1 SU88ASIN 101 CONVEYANCE 34 36 4 O 47 48 48 414 614 151 52 5 424 624 04 ELEMENT 33 33 ++T a NODE 32 34 13 405 605 13 243 48 48 49 14 150 19 54 324 425 625 401 DIVERSION NODE a 31 31 OS 525 INFLOW 43 49 415 615 616 10 HYDROGRAPH a 4s 30 30 301 PONDNTION y 406 606 45 50 515 418 a 4 35 506 407 607 44 S0 53 516 Figure 3.1. west Vine Basin S07 Hydrologic Model Schematic 56 24 - • I 1 ® ® ® r_ �MMM, I, A a - OVERLAND FRAIL,, V ••• v ,TRAIL 444 ILL ®Ai V ® . Al' HILL FOv., �..' � Z � ,J - � FAR - H LL ROPO , \ I\\ � a ' AA - SHIELDS STREET •� - IJ.0 CITY OF FORT COLLINS uIiA a WEST VINE MASTER PLAN HYDROLOGIC MODEL UPDATE w 0'6 SUBBASIN AND CONVEYANCE ELEMENT LOCATION MAP ®O®o®Im 08t OA 4� : c APPENDIX A.5 DOCUMENTATION FOR THE "TRANSPORTATION OFFICE GRADING AND DRAINAGE PLAN, POUDRE R-1 FACILITIES SITE," [ANDERSON CONSULTING ENGINEERS, 19991 T-IOPEMCoprl 161COPRI 16-RPT;VPD September 14, 1999 pp h. 101 FVI a Q U 0 G Ih • C9 O �. J W \\ M1 W 1 I. vpEi lu n ,? @y 3" I OIII- .. j3 !On �tiy yvy cwvu K VINAL VVLIV, it ams.a 4 1 _ ao u Y 1 rat A MP aim" IJ € 7t i ,�VAT,� ORMDzSHOJUNIF - m' rsM1 1 �M _____ FACILITY Oy.� M. If VIEW o �yj PROP y MNOM3 M. d P a0]]A i I � N. VIA J Ai °,o'iTiraffia mcx �.m e�� _V �m 't 77 .GbnYM L���mn /V�\�� Nnraaw Y — -• EDGE OF .ASPHALT C. -. , b M1 p MIFINIIIII 71 1-6 — — STORAGE MECHANICAL- dioo- �-4- -GROUNDS BUILDING .' 'ibo� = r:- _ i —wxart a.Meo rNr a 93 A cp iZbs CONI INTERVAL pav xCOPR 116 Whilift IV AMN/TGB 99 os FEET POLIDRE R-1 FACILIMES SRE TRANSPORTATION OFFICE N ORIGINAL 0 1s�3o SCALE: 1'=30' '�so fal G ade-drainplon GJK/AMH ANdE160N COMSIIIaNW EIY<;IMFFRS I11C M1 � "aa°"ee';a;- 4; 1 Ivmlu.n�N.r-rvrnmnin PREUMINAW DRAINAGE PLAM ORADING AND DRAINAGE PLAN 1 R JULY 1999 ��GJK J 1 1 1 1 1 J 1 1 1 1 1 1 1 u 1 1 i APPENDIX B HYDROLOGIC ANALYSES OF EXISTING CONDITIONS 1 T.90PEMCopr1 161COPR116-RPT. WPD September N, 1999 C APPENDIX B.1 BACKGROUND DOCUMENTATION AND MODSWMM MODELING DETAILS, EXISTING CONDITIONS I 1 1 r ' T.IOPEMCoprl 161COPRI 16-RPT. WPD September 14. 1999 ANdERSON CONSUITINC� ENCiINEERS, INC Project Number Pape Of Civil Water Resources Environmental _p�1 8 or -Project By Date Subject `` Checked By Date F+C rn�, ;�-�c..r- F�`�D==-u'-iC 6�rANt, r^o:t�_ Fa•Z i�f� l�T�-1 Flte,t_:->•`1 I 1 �vtCE-, `�,--�. LJn.S _��1h2� TCi ��-�.tc t t`zl:t-� i_zrwi iT,..te. 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DstaMun Pond 101 CONVEYANCE 32 234 3 3 405 605 136 43 46 246 47 1348 5 543 820 ELEMENT 04 NODE R 505 (Southeast) i 31 31 43 On Otl-sif i (South) (South) 'gA DIVERSION h 45 ; $03 Boa ( 999') 401 NODE 30 30 ��-�. 0 406 606 143 45 145 �-� -� Storm Serer LDb'i nilCQ ________-___� 89Bi-----.�(�800�) Junction Box (9 I^• C�Pf -� �� at Impala Drlw INFLOW HYDROGRAPH 3Oi DETENTION a 506 407 607 POND 35 44 507 56 Figure B.2. Revised Existing Condition e Model Schematic C i ' APPENDIX B.2 ' MODS WMM INPUT AND OUTPUT ' FOR THE 10-YEAR EVENT, EXISTING CONDITIONS ' TIOP£N1CoprI161COPR116-RPT. WPD September 14, 1999 2 1 1 2 3 4 TERSHED 0 V/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) -YR REV/EXIST COND FILE: RPR1-1O.DAT SEPT 1999 ANDERSON CONSULTING ENG 360 0000 1. 1 1. 1 24 5. .49 .56 .65 1.09 1.39 2.69 4.87 2.02 1.21 .71 .60 .52 .39 .37 .35 .34 .32 .31 .30 .29 .28 .27 .26 .25 -2 .016 .25 .1 .3 .51 .50 .0018 BEGIN CENTRAL FLOW PATH 1 1 301 1000 60.0 5. .023 '1 1 2 3 402 403 1300 750 37.8 7.7 5. 30. .018 .061 1 7 404 1500 22.8 10. .044 1 11 11 1340 51.3 5. .014 BEGIN SOUTHERN FLOW PATH 1 30 30 6700157.8 20. .200 1 31 31 3100 62.1 20 .250 1 32 234 2570 53.6 20. .350 1 33 33 2700103.7 20. .150 COLLEGE LAKE 1 34 23423170 85.6 95. .150 35 406 3800 84.3 20. .025 '1 1 36 134 5600 53.7 '10. .039 1 37 137 1750 14.4 30. .379 1 38 38 5900 77.1 10. .070 1 39 39 1950 33.2 10. .073 1 40 40 6400104.6 10. .038 1 41 141 1550 25.0 5. .020 1 42 242 3000 33.2 5. .013 43 243 4300 83.5 5. .005 '1 1 56 407 700 4.1 40. .016 1 44 245 3850 36.9 15. .069 1 45 245 3600 53.8 30. .011 1 46 246 1400 12.8 25. .021 1 47 842 2000 18.9 25. .019 * BEGIN PR-1 SITE 805 846 794, 3.7 38.0.0160 '1 1 803 843 697. 5.6 80.0.0157 1 820 843 890. 4.6 86.0.0320 1 804 841 290. 6.7 91.0.0075 809 841 260. 1.5 45.0.0390 '1 1 821 822 590. 5.45 74.0.0110 1 830 831 180. 0.33 40.0.0054 0 7 2 805 803 820 804 809 821 830 * BEGIN CENTRAL FLOW PATH 301 101 10 2 1. 0.00 0.0 0.30 0.0 1.74 0.0 2.32 0.7 2.90 4.2 3.47 12.2 4.05 26.4 4.63 47.8 ' 5.20 101 402 77.7 1 6.07 0. 140.9 620. .015 85. 20. .060 2.0 602 402 502 3 3 1. 0.0 0.0 60.0 0.0 2000.0 1940.0 502 403 3 1. 602 3 1. 603 403 503 3 3 1. 0.0 0.0 70.0 0.0 2000.0 1930.0 503 404 3 1. 603 3 1. 604 404 504 3 3 1. 0.0 0.0 50.0 0.0 2000.0 1950.0 ' i=tl.C'. -REPTii-1c�•-t)T • jzlwvsCa C�7C«T.JC Cb*-�tTo& S�J M r1 rna�CZ Fviz T'iE �t �2-1 f7leiLa�,� SrTc iD -` awp car 504 242 3 1. 604 3 1. BEGIN SOUTHERN FLOW PATH 30 234 1 3. 2300. .074 4. 5. .040 5.0 31 234 1 3. 1550. .116 6. 2. .040 10.0 33 234 1 5 1400. .011 2. 4. .045 10.0 ' 234 334 3 1. 334 134 9 2 1. 0.00 0.0 18.64 5.2 37.28 16.7 55.91 33.1 74.55 53.8 93.75 78.7 112.95 107.5 132.14 140.2 ' 151.34 176.7 134 405 4 10. 1500. .021 10. 10. .040 2.0 50. 1500. .021 100. 100. .060 2.0 137 38 1 5 2000. .018 4. 6. .040 6.0 38 138 4 3. 2500. .011 6. 7. .040 2.0 30. 2500. .011 100. 100. .060 3.0 138 141 4 2. 800. .014 2. 2. .040 2.0 6. 800. .014 2. 50. .060 4.0 141 242 1 0. 1900. .011 100. 100. .060 2.0 39 139 1 1. 1050. .024 2. 2. .040 3.0 139 40 1 1. 1550. .015 15. 10. .060 2.0 40 242 1 10. 1400. .009 100. 100. .060 2.0 242 142 3 1. 142 405 4 10. 1900. .0003 2.5 2.5 .030 4.0 30. 1900. .0003 2.5 100. .060 7.0 ' 605 405 505 3 3 1. 0.0 0.0 100.0 0.0 2000.0 1900.0 505 406 3 1. 605 136 3 1. 136 243 1 25. 950. .008 100. 60. .060 4.0 606 406 506 3 3 1. 0.0 0.0 120.0 0.0 2000.0 1880.0 ' 506 407 3 1. 606 243 3 1. 243 43 3 1. 43 143 4 10. 1400. .006 5. 5. .045 4.0 ' 50. 1400. .006 100. 15. .060 5.0 143 245 1 5. . 1650. .007 100. 15. .050 6.0 607 407 507 3 3 1. ' 0.0 0.0 140.0 0.0 2000.0 1860.0 507 3 1. 607 245 3 1. 245 145 3 1. ' 145 246 4 7. 2250, 005 15. 10. .050 4.0 107. 2250. .005 100. 50. .060 5.0 246 847 3 1. * BEGIN THE PR-1 SITE 898 847 846 3 3 1. 0.0 0.0 5.0 5.0 500.0 5.0 846 848 3 1. 848 845 10 2 .1 10. .0010 0.0 0.0 .100 .10 ' 0.0 0.0 0.01 1.5 0.08 6.7 0.14 13. 0.27 14. 0.40 14. 0.60 56. 0.81 134. 0.89 234. 0.98 353. ' 899 845 843 3 3 1. 0.0 0.0 14.0 14.0 500.0 14.0 843 841 3 1. 842 841 3 1. ' 841 3 1. 822 2 2 .1 10. .0010 0.0 0.0 .100 .10 0.0 0.0 500.0 0.0 831 8413 1. ' 898 800 3 1. 899 800 3 1. 800 3 1. 0 10 2 �246 847 846 848 845 843 842 841 822 831 DPROGRAM IJ r I u 1 i=,tom'• T�-Li-ir�.o�-r 1=e1R T-ir? ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 'P1L-i 1=PcCtuT C-�S Srt— ' l o-'f a"� Ca1L�t.LT DEVELOPED BY METCALF + EDDY, INC. ' UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA 1973) (JUNE ' HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) APE OR DISK ASSIGNMENTS JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JINGO) ' 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 �ATERSHED PROGRAM CALLED ** ENTRY MADE TO RUNOFF MODEL *** REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE 94; LA, 4/98) 10-YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG NUMBER OF TIME STEPS 360 INTEGRATION TIME INTERVAL (MINUTES) 1.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .49 .56 .65 1.09 1.39 2.69 4.87 2.02 1.21 .71 .60 .52 .39 .37 .35 .34 .32 .31 .30 .29 .28 .27 .26 .25 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 10-YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 301 1000.0 60.0 5.0 .0230 .016 .250 .100 .300 .51 .50 .00180 1 2 402 1300.0 37.8 5.0 .0180 .016 .250 .100 .300 .51 .50 .00180 1 3 403 750.0 7.7 30.0 .0610 .016 .250 .100 .300 .51 .50 .00180 1 7 404 1500.0 22.8 10.0 .0440 .016 .250 .100 .300 .51 .50 .00180 1 11 11 1340.0 51.3 5.0 .0140 .016 .250 .100 .300 .51 .50 .00180 1 30 30 6700.0 157.8 20.0 .2000 .016 .250 .100 .300 .51 .50 .00180 1 31 31 3100.0 62.1 20.0 .2500 .016 .250 .100 .300 .51 .50 .00180 1 32 234 2570.0 53.6 20.0 .3500 .016 .250 .100 .300 .51 .50 .00180 1 33 33 2700.0 103.7 20.0 .1500 .016 .250 .100 .300 .51 .50 .00180 1 34 234 23170.0 85.6 95.0 .1500 .016 .250 .100 .300 .51 .50 .00180 1 35 406 3800.0 84.3 20.0 .0250 .016 .250 .100 .300 .51 .50 .00180 1 36 134 5600.0 53.7 10.0 .0390 .016 .250 .100 .300 .51 .50 .00180 1 37 137 1750.0 14.4 30.0 .3790 .016 .250 .100 .300 .51 .50 .00180 1 38 38 5900.0 77.1 10.0 .0700 .016 .250 .100 .300 .51 .50 .00180 1 39 39 1950.0 33.2 10.0 .0730 .016 .250 .100 .300 .51 .50 .00180 1 40 40 6400.0 104.6 10.0 .0380 .016 .250 .100 .300 .51 .50 .00180 1 41 141 1550.0 25.0 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 42 242 3000.0 33.2 5.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 43 243 4300.0 83.5 5.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 56 407 700.0 4.1 40.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 44 245 3850.0 36.9 15.0 .0690 .016 .250 .100 .300 .51 .50 .00180 1 45 245 3600.0 53.8 30.0 .0110 .016 .250 .100 .300 .51 .50 .00180 1 46 246 1400.0 12.8 25.0 .0210 .016 .250 .100 .300 .51 .50 .00180 1 47 842 2000.0 18.9 25.0 .0190 .016 .250 .100 .300 .51 .50 .00180 1 805 846 794.0 3.7 38.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 803 843 697.0 5.6 80.0 .0157 .016 .250 .100 .300 .51 .50 .00180 1 820 843 890.0 4.6 86.0 .0320 .016 .250 .100 .300 .51 .50 .00180 1 804 841 290.0 6.7 91.0 .0075 .016 .250 .100 .300 .51 .50 .00180 1 809 841 260.0 1.5 45.0 .0390 .016 .250 .100 .300 .51 .50 .00180 1 821 822 590.0 5.5 74.0 .0110 .016 .250 .100 .300 .51 .50 .00180 1 830 831 180.0 .3 40.0 .0054 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 31 TOTAL TRIBUTARY AREA (ACRES), 1305.78 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) �0-YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG �YDROGRAPHS ARE LISTED FOR THE FOLLOWING 7 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS IME(HR/MIN) 805 803 820 804 809 821 830 1. .0 .0 .0 .0 .0 .0 .0 '0 0 3. .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 0 7. .0 .0 .0 .0 .0 .0 .0 0 9. .0 .0 .0 .0 .0 .0 .0 0 11. .0 .0 .0 .0 .0 .0 .0 0 13. .1 .1 .2 .0 .1 .1 .0 0 15. 4 5 8 2 .2 .3 .0 0 17. .9 1.2 1.8 .4 .4 .9 .1 0 19. 1.3 2.1 2.9 .8 .6 1.6 .1 0 21. 1.5 3.0 3.7 1.3 .7 2.4 .1 23. 1.8 4.0 4.6 2.0 .9 3.2 .2 '0 0 25. 1.9 4.8 5.1 2.7 .9 3.9 .2 0 27. 3.0 7.1 7.6 4.1 1.5 5.8 .3 0 29. 3.6 9.1 9.4 5.8 1.7 7.6 .3 31. 4.6 11.8 12.0 8.1 2.2 9.9 .5 '0 0 33. 7.1 17.3 17.8 12.2 3.4 14.5 .7 0 35. 8.3 20.7 20.3 16.0 4.0 17.7 .8 -w 0 37, 6.0 17.0 14.4 16.3 2.9 15.1 .6 '0: 39. 5.3 13.9 11.2 15.6 2.5 12.7 .5 0 41. 4.9 11.9 9.3 14.8 2.3 11.1 .5 0 43. 4.2 9.7 7.2 13.4 1.9 9.2 .4 0 45. 3.9 8.4 6.3 12.4 1.7 8.1 .4 '0 47. 3.3 7.0 5.0 11.1 1.4 6.8 .3 0 49. 2.9 5.9 4.1 9.9 1.2 5.8 .3 0 51. 2.7 5.1 3.6 9.0 1.1 5.1 .2 53. 2.4 4.5 3.1 8.1 1.0 4.5 .2 '0 0 55. 2.2 4.1 2.9 7.4 .9 4.1 .2 0 57. 2.0 3.7 2.6 6.8 .8 3.7 .2 0 59. 1.9 3.4 2.5 6.3 .8 3.4 .2 '1 1. 1.7 3.1 2.3 5.8 .7 3.2 .1 1 3. 1.6 2.8 2.0 5.3 .6 2.9 .1 1 5. 1.4 2.6 1.9 4.9 .6 2.6 .1 1 7. 1.3 2.4 1.8 4.6 .5 2.5 .1 '1 9. 1.3 2.3 1.7 4.3 .5 2.3 .1 1 11. 1.2 2.2 1.6 4.1 .5 2.2 .1 1 13. 1.1 2.0 1.5 3.8 .4 2.1 .1 15. 1.1 2.0 1.5 3.6 .4 2.0 .1 '1 1 17. 1.0 1.9 1.5 3.5 .4 1.9 .1 1 19. 1.0 1.8 1.4 3.3 .4 1.8. .1 1 21. .9 1.8 1.4 3.2 .4 1.8 .1 1 23. .9 1.7 1.4 3.0 .4 1.7 .1 1 25. .9 1.7 1.3 2.9 .3 1.7 .1 1 27. .8 1.6 1.3 2.8 .3 1.6 .1 1 29. .8 1.6 1.3 2.7 .3 1.6 .1 '1 31. .8 1.6 1.3 2.6 .3 1.5 .1 1 33. .7 1.5 1.3 2.5 .3 1.5 .1 1 35. .7 1.5 1.2 2.5 .3 1.5 .1 1 1 37. 39. .7 .7 1.5 1.5 1.2 1.2 2.4 2.3 .3 .3 1.4 1.4 .1 .1 1 41. .7 1.4 1.2 2.3 .3 1.4 .1 1 43. .6 1.4 1.2 2.2 .3 1.4 .1 45. .6 1.4 1.2 2.2 .3 1.3 .1 t1 1 47. .6 1.4 1.1 2.1 .2 1.3 .1 1 49. .6 1.3 1.1 2.1 .2 1.3 .0 1 51. .6 1.3 1.1 2.1 .2 1.3 .0 1 Lour o�s,-L6T 1 53. .6 1.3 1.1 2.0 .2 1.2 .0 1 55. .6 1.3 1.1 2.0 .2 1.2 .0 1 57. .5 1.3 1.1 1.9 .2 1.2 .0 1 59. .5 1.2 1.0 1.9 .2 1.2 .0 2 1. .5 1.2 .9 1.8 .2 1.1 .0 2 3. .3 .9 .7 1.7 .1 .9 .0 2 5. .3 .8 .5 1.5 .1 .8 .0 2 7. .2 .6 .4 1.4 .1 .7 .0 2 9. .2 .5 .3 1.3 .1 .6 .0 2 11. .2 .5 .2 1.2 .1 .5 .0 2 13. .2 .4 .2 1.1 .0 .4 .0 2 15. .1 .3 .2 1.0 .0 .4 .0 2 17. .1 .3 .1 .9 .0 .3 .0 2 19. .1 .3 .1 .9 .0 .3 .0 2 21. .1 .2 .1 .8 .0 .3 .0 2 23. .1 .2 .1 .7 .0 .3 .0 2 25. .1 .2 .1 .7 .0 .2 .0 2 27. .1 .2 .1 .6 .0 .2 .0 2 29. .1 .1 .1 .6 .0 .2 .0 2 31. .1 .1 .1 .6 .0 .2 .0 2 33. .1 .1 .0 .5 .0 .2 .0 2 35. .1 .1 .0 .5 .0 .1 .0 2 37. .1 .1 .0 .5 .0 .1 .0 2 39. .1 .1 .0 .5 .0 .1 .0 2 41. .1 .1 .0 .4 .0 .1 .0 2 43. .0 .1 .0 .4 .0 .1 .0 2 45. .0 .1 .0 .4 .0 .1 .0 2 47. .0 .1 .0 .4 .0 .1 .0 2 49. .0 .1 .0 .3 .0 .1 .0 2 51. .0 .1 .0 .3 .0 .1 .0 2 53. .0 .1 .0 .3 .0 .1 .0 2 55. .0 .0 .0 .3 .0 .1 .0 2 57. .0 .0 .0 .3 .0 .1 .0 2 59. .0 .0 .0 .3 .0 .1 .0 3 1. .0 .0 .0 .3 .0 .1 .0 3 3. .0 .0 .0 .2 .0 .1 .0 3 5. .0 .0 .0 .2 .0 .1 .0 3 7. .0 .0 .0 .2 .0 .1 .0 3 9. .0 .0 .0 .2 .0 .0 .0 3 11. .0 .0 .0 .2 .0 .0 .0 3 13. .0 .0 .0 .2 .0 .0 .0 3 15. .0 .0 .0 .2 .0 .0 .0 3 17. .0 .0 .0 .2 .0 .0 .0 3 19. .0 .0 .0 .2 .0 .0 .0 3 21. .0 .0 .0 .2 .0 .0 .0 3 23. .0 .0 .0 .2 .0 .0 .0 3 25. .0 .0 .0 .2 .0 .0 .0 3 27. .0 .0 .0 .1 .0 .0 .0 3 29. .0 .0 .0 .1 .0 .0 .0 3 31. .0 .0 .0 .1 .0 .0 .0 3 33. .0 .0 .0 .1 .0 .0 .0 3 35. .0 .0 .0 .1 .0 .0 .0 3 37. .0 .0 .0 .1 .0 .0 .0 3 39. .0 .0 .0 .1 .0 .0 .0 3 41. .0 .0 .0 .1 .0 .0 .0 3 43. .0 .0 .0 .1 .0 .0 .0 3 45. .0 .0 .0 .1 .0 .0 .0 3 47. .0 .0 .0 .1 .0 .0 .0 3 49. .0 .0 .0 .1 .0 .0 .0 3 51. .0 .0 .0 .1 .0 .0 .0 3 53. .0 .0 .0 .1 .0 .0 .0 3 55. .0 .0 .0 .1 .0 .0 .0 3 57. .0 .0 .0 .1 .0 .0 .0 3 59. .0 .0 .0 .1 .0 .0 .0 4 1. .0 .0 .0 .1 .0 .0 .0 4 3. .0 .0 .0 .1 .0 .0 .0 5. .0 .0 .0 .1 .O .0 .0 7. .0 .0 .0 .1 .0 .0 .0 9. .0 .0 .0 .1 .0 .0 .0 11. .0 .0 .0 .1 .0 .0 .0 13. .0 .0 .0 .1 .0 .0 .0 15. .0 .0 .0 .1 .0 .0 .0 17. .0 .0 .0 .1 .0 .0 .0 19. .0 .0 .0 .1 .0 .0 .0 21. .0 .0 .0 .1 .0 .0 .0 23. .0 .0 .0 .1 .0 .0 .0 25. .0 .0 .0 .1 .0 .0 .0 27. .0 .0 .0 .1 .0 .0 .0 29. .0 .0 .0 .1 .0 .0 .0 31. .0 .0 .0 .1 .0 .0 .0 33. .0 .0 .0 .1 .0 .0 .0 35. .0 .0 .0 .1 .0 .0 .0 37. .0 .0 .0 .1 .0 .0 .0 39. .0 .0 .0 .1 .0 .0 .0 41. .0 .0 .0 .0 .0 .0 .0 43. .0 .0 .0 .0 .0 .0 .0 45. .0 .0 .0 .0 .0 .0 .0 47. .0 .0 .0 .0 .0 .0 .0 49. .0 .0 .0 .0 .0 .0 .0 51. .0 .0 .0 .0 .0 .0 .0 53. .0 .0 .0 .0 .0 .0 .0 55. .0 .0 .0 .0 .0 .0 .0 57. .0 .0 .0 .0 .0 .0 .0 59. .0 .0 .0 .0 .0 .0 .0 1. .0 .0 .0 .0 .0 .0 .0 3. .0 .0 .0 .0 .0 .0 .0 5. .0 .0 .0 .0 .0 .0 .0 7. .0 .0 .0 .0 . .0 .0 .0 9. .0 .0 .0 .0 .0 .0 .0 11. .0 .0 .0 .0 .0 .0 .0 13. .0 .0 .0 .0 .0 .0 .0 15. .0 .0 .0 .0 .0 .0 .0 17. .0 .0 .0 .0 .0 .0 .0 19. .0 .0 .0 .0 .0 .0 .0 21. .0 .0 .0 .0 .0 .0 .0 23. .0 .0 .0 .0 .0 .0 .0 25. .0 .0 .0 .0 .0 .0 .0 27. .0 .0 .0 .0 .0 .0 .0 29. .0 .0 .0 .0 .0 .0 .0 31. .0 .0 .0 .0 .0 .0 .0 33. .0 .0 .0 .0 .0 .0 .0 35. .0 .0 .0 .0 .0 .0 .0 37. .0 .0 .0 .0 .0 .0 .0 39. .0 .0 .0 .0 .0 .0 .0 41. .0 .0 .0 .0 .0 .0 .0 43. .0 .0 .0 .0 .0 .0 .0 45. .0 .0 .0 .0 .0 .0 .0 47. .0 .0 .0 .0 .0 .0 .0 49. .0 .0 .0 .0 .0 .0 .0 51. .0 .0 .0 .0 .0 .0 .0 53. .0 .0 .0 .0 .0 .0 .0 55. .0 .0 .0 .0 .0 .0 .0 57. .0 .0 .0 .0 .0 .0 .0 59. .0 .0 .0 .0 .0 .0 .0 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 1O-YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 1305.780 TOTAL RAINFALL (INCHES) 1.711 TOTAL INFILTRATION (INCHES) .718 TOTAL WATERSHED OUTFLOW (INCHES) .705 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .287 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 1 0-YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK CONNECTION (FT) (FT) (FT/FT) L R N (FT) 101 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW - .0 .0 .3 .0 1.7 .0 2.3 .7 2.9 4.2 3.5 12.2 4.0 26.4 4.6 47.8 5.2 77.7 6.1 140.9 402 0 1 CHANNEL .0 620. .0150 85.0 20.0 .060 2.00 0 502 3 3 .0 1. .0010 .0 .0 .001 10.00 602 DIVERSION TO GUTTER NUMBER 602 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 60.0 .0 2000.0 1940.0 403 0 3 .0 1. .0010 .0 .0 .001 10.00 0 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 503 3 3 .0 1. .0010 .0 .0 .001 10.00 603 DIVERSION TO GUTTER NUMBER 603 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 70.0 .0 2000.0 1930.0 404 0 3 .0 1. .0010 .0 .0 .001 10.00 0 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 504 3 3 .0 1. .0010 .0 .0 .001 10.00 604 DIVERSION TO GUTTER NUMBER 604 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 50.0 .0 2000.0 1950.0 242 0 3 .0 1. .0010 0 .0 .001 10.00 0 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 234 0 1 CHANNEL 3.0 2300. .0740 4.0 5.0 .040 5.00 0 234 0 1 CHANNEL 3.0 1550. .1160 6.0 2.0 .040 10.00 0 234 0 1 CHANNEL 5.0 1400. .0110 2.0 4.0 .045 10.00 0 334 0 3 .0 1. .0010 .0 .0 .001 10.00 0 134 9 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 18.6 5.2 37.3 16.7 55.9 33.1 74.5 53.8 93.8 78.7 113.0 107.5 132.1 140.2 151.3 176.7 405 0 4 CHANNEL 10.0 1500. .0210 10.0 10.0 .040 2.00 0 OVERFLOW 50.0 1500. .0210 100.0 100.0 .060 2.00 38 0 1 CHANNEL 5.0 2000. .0180 4.0 6.0 .040 6.00 0 138 0 4 CHANNEL 3.0 2500. .0110 6.0 7.0 .040 2.00 0 OVERFLOW 30.0 2500. .0110 100.0 100.0 .060 3.00 141 0 4 CHANNEL 2.0 800. .0140 2.0 2.0 .040 2.00 0 OVERFLOW 6.0 800. .0140 2.0 50.0 .060 4.00 242 0 1 CHANNEL .0 1900. .0110 100.0 100.0 .060 2.00 0 139 0 1 CHANNEL 1.0 1050. .0240 2.0 2.0 .040 3.00 0 40 0 1 CHANNEL 1.0 1550. .0150 15.0 10.0 .060 2.00 0 242 0 1 CHANNEL 10.0 1400. .0090 100.0 100.0 .060 2.00 0 142 0 3 .0 1. .0010 .0 .0 .001 10.00 0 405 0 4 CHANNEL 10.0 1900. .0003 2.5 2.5 .030 4.00 0 OVERFLOW 30.0 1900. .0003 2.5 100.0 .060 7.00 505 3 3 .0 1. .0010 .0 .0 .001 10.00 605 DIVERSION TO GUTTER NUMBER 605 TOTAL Q VS DIVERTED Q IN CFS .0 .0 100.0 .0 2000.0 1900.0 406 0 3 .0 1. .0010 .0 .0 .001 10.00 0 136 0 3 .0 1. .0010 .0 .0 .001 10.00 0 243 0 1 CHANNEL 25.0 950. .0080 100.0 60.0 .060 4.00 0 506 3 3 .0 1. .0010 .0 .0 .001 10.00 606 DIVERSION TO GUTTER NUMBER 606 TOTAL Q VS DIVERTED Q IN CFS .0 .0 120.0 .0 2000.0 1880.0 407 0 3 .0 1. .0010 .0 .0 .001 10.00 0 243 0 3 .0 1. .0010 .0 .0 .001 10.00 0 43 0 3 .0 1. .0010 .0 .0 .001 10.00 0 143 0 4 CHANNEL 10.0 1400. .0060 5.0 5.0 .045 4.00 0 OVERFLOW 50.0 1400. .0060 100.0 15.0 .060 143 245 0 1 CHANNEL 5.0 1650. .0070 100.0 15.0 .050 407 507 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 607 - TOTAL 6 VS DIVERTED 0 IN CFS .0 .0 140.0 .0 2000.0 1860.0 507 0 0 3 .0 1. .0010 .0 .0 .001 607 245 0 3 .0 1. .0010 .0 .0 .001 245 145 0 3 .0 1. .0010 .0 .0 .001 145 246 0 4 CHANNEL 7.0 2250. .0050 15.0 10.0 .050 OVERFLOW 107.0 2250. .0050 100.0 50.0 .060 246 847 0 3 .0 1. .0010 .0 .0 .001 847 846 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 898 - TOTAL O VS DIVERTED 0 1N CFS .0 .0 5.0 5.0 500.0 5.0 846 848 0 3 .0 1. .0010 .0 .0 .001 848 845 10 2 PIPE .1 10. .0010 .0 .0 .100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.5 .1 6.7 .1 13.0 .3 14.0 .6 56.0 .8 134.0 .9 234.0 1.0 353.0 845 843 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 899 - TOTAL O VS DIVERTED 0 IN CFS .0 .0 14.0 14.0 500.0 14.0 843 841 0 3 .0 1. .0010 .0 .0 .001 842 841 0 3 .0 1. .0010 .0 .0 .001 841 0 0 3 .0 1. .0010 .0 .0 .001 822 0 2 2 PIPE .1 10. .0010 .0 .0 .100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 500.0 .0 831 841 0 3 .0 1. .0010 .0 .0 .001 898 800 0 3 .0 1. .0010 .0 .0 .001 899 800 0 3 .0 1. .0010 .0 .0 .001 800 0 0 3 .0 1. .0010 .0 .0 .001 TOTAL NUMBER OF GUTTERS/PIPES, 54 5.00 , 6.00 0 10.00 607 ' 10.00 0 10.00 0 10.00 0 ' 4.00 0 5.00 10.00 0 10.00 898 ' 10.00 0 , 10 0 .4 14.0 10.00 8991 10.00 0 t 10.00 0 10.00 0 .10 01 10.00 0 10.00 0 10.00 0 10.00 0 V/EXIST PR-1 SITE (FROM NEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) -YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG FRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 30 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 .0 0 0 157.8 31 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 62.1 33 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 103.7 38 137 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 91.5 ' 39 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 10 0 0 0 33.2 40 139 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 137.8 43 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83.5 101 134 301 334 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60.0 516.5 136 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 137 0 0 0 0 0 0 0 0 O 0 37 0 0 0 0 0 0 0 0 0 14.4 138 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91.5 ' 139 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33.2 141 138 0 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 116.5 142 242 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 415.8 143 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83.5 ' 145 245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 174.2 234 30 31 33 0 0 0 0 0 0 0 32 34 0 0 0 0 0 0 0 0 462.8 242 504 141 40 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 415.8 243 136 606 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 83.5 245 143 607 0 0 0 0 0 0 0 0 44 45 0 0 0 0 0 0 0 0 174.2 246 145 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 187.0 301 334 0 234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60.0 462.8 402 101 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 97.8 403 502 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 105.5 404 503 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 128.3 405 134 142 0 0 0 0 0" 0 0 0 0 0 0 0 0 0 0 0 0 0 932.3 406 505 0 0 0 0 0 0 0 0 0 - 35 0 0 0 0 0 0 0 0 0 1016.6 407 506 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 1020.7 502 402 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97.8 503 403 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105.5 504 404 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128.3 505 405 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 932.3 506 406 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1016.6 507 407 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 1020.7 602 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 603 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 ' 604 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 606 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 607 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 800 898 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 822 0 0 0 0 0 0 0 0 0 0 821 0 0 0 0 0 0 0 0 0 5.5 831 0 0 0 0 0 0 0 0 0 0 830 0 0 0 0 0 0 0 0 0 .3 841 843 842 831 0 0 0 0 0 0 0 804 809 0 0 0 0 0 0 0 0 228.3 842 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 18.9 843 845 0 0 0 0 0 0 0 0 0 803 820 0 0 0 0 0 0 0 0 200.9 1145 848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190.7 ' 846 847 0 0 0 0 0 0 0 0 0 805 0 0 0 0 0 0 0 0 0 190.7 847 246 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 187.0 848 846 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190.7 898 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 .0 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 rr REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 10-YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: " ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 246 847 846 848 845 843 842 841 822 831 0 1. .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00( ) .00(D) .00( ) .00( ) .000) .00( ) .00( ) .00( ) .00( ) .00( ) 0 3. .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00( ) .00(D) .00( ) .00( ) OO(D) .00( ) .00( ) .00( ) .00( ) .00( ) 0 5. .01 .01 .00 .00 .00 .01 .01 .03 .00 .00 .00( ) .01(0) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 7. .01 .01 .01 .00 .00 .02 .02 .05 .00 .00 .00( ) .01(D) .00( ) .00(s) .00(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 9. .02 .02 .01 .00 .00 .03 .02 .06 .00 .00 .00( ) .02(D) 00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 11. .02 .02 .01 .01 .01 .03 .02 .07 .00 .00 .00( ) .02(D) .00( ) .00(S) .01(D) .00( ) .00( ) .00( ) .00(s) .00( ) 0 13. .45 .45 .21 .03 .03 .58: .60 1.38 .00 .03 .00( ) .45(D) .00( ) .00(S) .03(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 15. 1.13 1.13 .51 .14 .14 1.55 1.49 3.55 .00 .06 .00( ) 1.13(D) .00( ) .00(S) .14(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 17. 2.55 2.55 1.06 .36 .36 3.66 3.22 8.03 .00 .11 .00( ) 2.55(D) .00( ) .00(S) .36(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 19. 3.74 3.74 1.36 .64 .64 5.48 4.29 11.50 .00 .14 .00( ) 3.74(D) .00( ) .00(S) .64(D) .00( ) .00( ) .00( ) .01(S) .00( ) 0 21. 5.18 5.18 1.83 .93 .93 7.35 5.31 15.08 .00 .16 .00( ) 5.00(D) .00( ) .01(S) .93(D) .00( ) .00( ) .00( ) .01(S) .00( ) 0 23. 6.83 6.83 3.70 1.53 1.53 9.08 6.12 18.42 .00 .18 .00( ) 5.00(D) .00( ) .01(S) 1.53(D) .00( ) .00( ) .00( ) .02(S) .00( ) 0 25. 8.43 8.43 5.38 2.07 2.07 10.18 6.47 20.60 .00 .19 .00( ) 5.00(D) .00( ) .02(S) 2.07(D) .00( ) .00( ) .00( ) .03(S) .00( ) 0 27. 13.53 13.53 11.83 3.30 3.30 16.05 10.69 33.20 .00 .33 .DO( ) 5.00(D) .00( ) .03(S) 3.30(D) .00( ) .00( ) .00( ) .05(s) .00( ) 0 29. 17.65 17.65 16.37 5.30 ' 5.30 19.41 12.25 40.08 .00 .36 .00( ) 5.00(0) .00( ) .06(S) 5.30(D) .00( ) .00( ) .00( ) .07(S) .00( ) 0 31. 25.76 25.76 26.35 8.49 8.49 27.49 18.07 57.91 .00 .56 .00( ) 5.00(D) .00( ) .10(S) 8.49(D) .00( ) .00( ) .00( ) .09(S) .00( ) 0 33. 37.13 37.13 39.60 13.14 13.14 37.02 24.28 78.81 .00 .74 .00( ) 5.00(D) .00( ) .16(S) 13.14(0) .00( ) .00( ) .00( ) .13(S) .00( ) 0 35. 49.18 49.18 52.77 13.83 13.83 41.95 27.97 91.82 .00 .86 .00( ) 5.00(D) .00( ) .25(S) 13.830) .00( ) .00( ) .00( ) .18(S) .00( ) 0 37. 51.13 51.13 51.84 14.00 14.00 29.11 19.11 67.56 .00 .56 .00( ) 5.00(D) .00( ) .35(S) 14.00(D) .00( ) .00( ) .00( ) .22(S) .00( ) 0 39. 56.05 56.05 56.32 24.92 24.92 35.17 17.66 71.29 .00 .53 .00( ) 5.00(0) .00( ) .45(S) 14.00(D) .00( ) .00( ) .00( ) .26(S) .00( ) 0 41. 59.64 59.64 59.26 39.65 39.65 45.46 15.86 78.32 .00 .46 .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .29(S) .00( ) 0 43. 61.85 61.85 60.95 48.64 48.64 50.87 14.40 80.65 .00 .40 .00( ) 5.000) .00( ) .56(S) 14.000) .00( ) .00( ) .00( ) .31(S) .00( ) 0 45. 63.92 63.92 62.81 54.45 54.45 54.85 13.97 83.05 .00 .38 .00( ) 5.000) .00( ) .59(S) 14.00(D) .00( ) .00( ) .00( ) .34(S) .00( ) 0 47. 64.02 64.02 62.26 59.00 59.00 56.37 12.12 80.92 .00 .31 00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .36(S) .00( ) 0 49. 63.93 63.93 61.84 60.86 60.86 56.55 11.22 78.92 .00 .27 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .37(S) .00( ) ' 0 51. 63.48 63.48 61.12 61.18 61.18 55.64 10.48 76.18 .00 .24 .00( ) 5.00(D) .00( ) .61(S) 14.000) .00( ) .00( ) .00( ) .39(S) .00( ) 0 53. 62.70 62.70 60.11 60.67 60.67 54.21 9.85 73.19 .00 .22 .00( ) 5.000) .00( ) .61(S) 14.000) .00( ) .00( ) .00( ) .40(S) .00( ) 0 55. 61.82 61.82 59.07 59.83 59.83 52.77 9.41 70.57 .00 .20 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .41(S) .00( ) 0 57. 60.64 60.64 57.69 58.73 58.73 51.01 8.82 67.50 .00 .18 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .42(S) .00( ) 0 59. 59.43 59.43 56.34 57.46 57.46 49.30 8.39 64.78 .00 .17 .00( ) 5.000) .00( ) .60(S) 14.00(D) .00( ) .00( ) .00( ) .43(S) .00( ) 1 1. 58.09 .00( ) 58.09 5.00(D) 54.83 .00( 56.11 ) .60(S) 56.11 14.00(D) 47.44 .00( ) 7.86 .00( 61.82 ) .00( ) .00 .44(S) .15 .00( ) 1 3. 56.64 56.64 53.22 55.06 55.06 45.89 7.34 59.22 .00 .14 .00( ) 5.00(D) .00( ) .60(S) 14.00(D) .00( ) .00( ) .00( ) .45(S) .00( ) 1 5. 55.25 55.25 51.72 53.83 53.83 44.31 6.96 56.81 .00 .13 .00( ) 5.00(D) .00( ) .59(S) 14.00(D) .00( ) .00( ) .00( ) .46(S) .00( ) 1 7. 53.89 53.89 50.26 52.48 52.48 42.67 6..61 54.44 .00 .12 .00( ) 5.00(D) .00( ) .58(S) 14.00(D) .00( ) .00( ) .00( ) .46(S) .00( ) 1 9. 52.60 52.60 48.89 51.11 51.11 41.09 6.32 52.25 .00 .11 ' .00( ) 5.00(D) .00( ) .58(S) 14.00(D) .00( ) .00( ) .00( ) .47(S) .00( ) i 11. 51.36 51.36 47.59 49.75 49.75 39.55 6.06 50.17 .00 .10 .00( ) 5.00(D) .00( ) .57(S) 14.00(D) .00( ) .00( ) .00( ) .48(S) .00( ) 1 13. 50.18 50.18 46.35 48.44 48.44 38.08 5.81 48.21 .00 .10 .00( ) 5.00(D) .00( ) .56(S) 14.00(D) .00( ) .00( ) .00( ) .48(S) .00( ) 1 15. 49.08 49.08 45.19 47.17 47.17 36.71 5.60 46.41 .00 .09 .00( ) 5.00(D) .00( ) .56(S) 14.00(D) .00( ) .00( ) .00( ) .49(S) .00( ) 1 17. 48.03 48.03 44.10 45.97 45.97 35.40 5.39 44.70 .00 .09 .00( ) 5.00(D) .00( ) .55(S) 14.00(D) .00( ) .00( ) .00( ) .49(S) .00( ) 1 19. 47.07 47.07 43.09 44.84 44.84 34.18 5.21 43.13 .00 .09 .00( ) 5.00(D) .00( ) .55(S) 14.00(D) .00( ) .00( ) .00( ) .50(S) .00( ) ' 1 21. 46.16 46.16 42.14 43.78 43.78 33.04 5.03 41.64 .00 .08 .00( ) 5.00(D) .00( ) .54(S) 14.00(D) .00( ) .00( ) .00( ) .50(S) .00( ) 1 23. 45.32 45.32 41.26 42.78 42.78 31.95 4.85 40.24 .00 .08 .00( ) 5.000) .00( ) .54(S) 14.00(D) .00( ) .00( ) .00( ) .51(S) .00( ) 1 25. 44.56 44.56 40.47 41.85 41.85 30.96 4.70 38.97 .00 .08 .00( ) 5.00(D) .00( ) .53(S) 14.00(D) .00( ) .00( ) .00( ) .51(S) .00( ) 1 27, 43.88 43.88 39.75 41.00 41.00 30.04 4.54 37.77 .00 .07 .00( ) 5.00(D) .00( ) .53(S) 14.00(D) .00( ) .00( ) .00( ) .52(S) .00( ) 1 29. 43.27 43.27 39.12 40.23 40.23 29.21 4.40 36.70 .00 .07 .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .52(S) .00( ) 1 31. 42.75 42.75 38.57 39.54 39.54 28.47 4.27 35.73 .00 .07 .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .53(S) .00( ) 1 33. 42.30 42.30 38.10 38.93 38.93 27.81 4.14 34.85 .00 .07 .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .53(S) .00( ) 1 35. 41.93 41.93 37.71 38.40 38.40 27.24 4.03 34.10 .00 .07 .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .53(S) .00( ) 1 37. 41.63 41.63 37.38 37.95 37.95 26.73 3.91 33.39 .00 .06 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .54(S) .00( ) ' 1 39. 41.39 41.39 37.12 37.57 37.57 26.31 3.81 32.80 .00 .06 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .54(S) .00( ) 1 41. 41.20 41.20 36.91 37.25 37.25 25.95 3.70 32.27 .00 .06 ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .55(S) .00( ) 1 43. .00( 41.06 41.06 36.75 37.00 37.00 25.65 3.60 31.81 .00 .06 .00( ) 5.00(D) .00( ) .51(S) 14.000) .00( ) .00( ) .00( ) .55(S) .00( ) 1 45. 40.96 40.96 36.64 36.79 36.79 25.42 3.51 31.43 .00 .06. .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .55(S) .00( ) 1 47. 40.88 40.88 36.54 36.63 36.63 25.21 3.42 31.07 .00 .06 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .56(S) .00( ) 1 49. 40.82 40.82 36.46 36.51 36.51 25.05 3.33 30.77 .00 .06 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .56(S) .00( ) 1 51. 40.76 40.76 36.39 36.40 36.40 24.91 3.25 30.50 .00 .05 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .56(S) .00( ) 1 53. 40.70 40.70 36.31 36.31 36.31 24.78 3.16 30.24 .00 .05 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .57(S) .00( ) 1 55. 40.63 40.63 36.23 36.23 36.23 24.66 3.09 30.01 .00 .05 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .57(S) .00( ) 1 57. 40.53 40.53 36.11 36.13 36.13 24.53 3.01 29.74 .00 .05 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .57(S) .00( ) 1 59. 40.40 40.40 35.97 36.02 36.02 24.38 2.94 29.49 .00 .05 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00( ) 2 1. 40.04 40.04 35.52 35.86 35.86 23.90 2.63 28.53 .00 .04 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00( ) 2 3. 39.44 39.44 34.81 35.48 35.48 23.06 2.26 27.10 .00 .03 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00( ) 2 5. 38.80 38.80 34.11 34.95 34.95 22.23 2.01 25.84 .00 .02 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 7. 38.12 38.12 33.39 34.35 34.35 21.39 1.84 24.69 .00 .02 .00( ) 5.000) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 9. 37.41 37.41 32.65 33.68 33.68 20.56 1.70 23.59 .00 .02 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 11. 36.67 36.67 31.88 32.98 32.98 19.73 1.60 22.55 .00 .02 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 13. 35.90 35.90 31.09 32.24 32.24 18.89 1.51 21.52 .00 .02 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 15. 35.10 35.10 30.29 31.48 31.48 18.05 1.43 20.52 .00 .01 .00( ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 17. 34.30 34.30 29.47 30.70 30.70 17.20 1.36 19.52 .00 .01 .00( ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 19. 33.48 33.48 28.64 29.89 29.89 16.34 1.30 18.54 .00 .01 .00( ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00( ) 2 21. 32.65 32.65 27.80 29.08 29.08 15.48 1.25 17.56 .00 .01 .00( ) 5.00(D) .00( ) .47(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 23. 31.81 31.81 26.96 28.25 28.25 14.62 1.20 16.59 .00 .01 .00( ) 5.00(D) .00( ) .47(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 25. 30.98 30.98 26.12 27.42 27.42 13.75 1.15 15.63 .00 .01 .00( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 27. 30.15 30.15 25.28 26.58 26.58 12.89 1.11 14.68 .00 .01 .00( ) 5.000) .00( ) :46(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 29. 29.32 29.32 24.45 25.75 25.75 12.03 1.07 13.74 .00 .01 .00( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 31. 28.51 28.51 23.63 24.92 24.92 11.18 1.03 12.82 .00 .01 .00( ) 5.00(D) .00( ) .45(S) 14.00(D) ..00( ) .00( ) .00( ) .60(S) .00( ) 2 33. 27.70 27.70 22.82 24.09 24.09 10.34 1.00 11.90 .00 .01 .00( ) 5.000) .00( ) .45(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 35. 26.91 26.91 22.02 23.28 23.28 9.51 .96 11.01 .00 .01 .00( ) 5.00(D) .00( ) .44(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 37. 26.13 26.13 21.24 22.47 22.47 8.70 .93 10.13 .00 .01 .00( ) 5.00(D) .00( ) .44(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 39. 25.37 25.37 20.48 21.68 21.68 7.89 .90 9.27 .00 .00 .00( ) 5.00(D) .00( ) .44(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 41. 24.63 24.63 19.73 20.91 20.91 7.11 .87 8.43 .00 .00 .00( ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 43. 23.90 23.90 19.00 20.15 20.15 6.34 .85 7.61 .00 .00 .00( ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 45. 23.20 23.20 18.29 19.41 19.41 5.59 .82 6.82 .00 .00 .00( ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 47. 22.51 22.51 17.60 18.69 18.69 4.86 .79 6.04 .00 .00 .00( ) 5.00(D) .00( ) .42(S) 14.000) .00( ) .00( ) .00( ) .60(S) .00( ) 2 49. 21.84 21.84 16.93 17.99 17.99 4.15 .77 5.29 .00 .00 .00( ) 5.00(D) .00( ) .42(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 51. 21.20 21.20 16.29 17.30 17.30 3.46 .75 4.56 .00 .00 .00( ) 5.00(D) .00( ) .42(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 53. 20.57 20.57 15.66 16.64 16.64 2.80 .72 3.85 .00 .00 .00( ) 5.00(D) .00( ) .41(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 55. 19.96 19.96 15.05 16.00 16.00 2.15 .70 3.16 .00 .00 .00( ) 5.000) .00( ) .41(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 57. 19.38 19.38 14.46 15.37 15.37 1.52 .68 2.50 .00 .00 .00( ) 5.00(D) .00( ) .41(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 2 59. 18.81 18.81 13.89 14.77 14.77 .91 .66 1.86 .00 .00 .00( ) 5.00(D) .00( ) .40(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 1. 18.26 18.26 13.34 14.19 14.19 .32 .64 1.24 .00 .00 .00( ) 5.000) .00( ) .40(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 3. 17.74 17.74 12.81 14.00 14.00 .10 .62 1.02 .00 .00 .00( ) 5.00(D) .00( ) .40(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 5. 17.23 17.23 12.30 14.00 14.00 .10 .61 .99 .00 .00 .00( ) 5.000) .00( ) .39(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 7. 16.73 16.73 11.81 14.00 14.00 .09 .59 .96 .00 .00 .00( ) 5.00(D) .00( ) .39(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 9. 16.26 16.26 11.33 14.00 14.00 .08 .57 .93 .00 .00 .00( ) 5.00(D) .00( ) .38(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 11. 15.80 15.80 10.87 14.00 14.00 .08 .56 .90 .00 .00 .00( ) 5.00(D) .00( ) .37(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 13. 15,36 15.36 10"43 14.00 14.00 .07 .54 .88 .00 .00 .00( ) 5.00(D) .00( ) .36(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 15. 14.94 14.94 10.00 14.00 14.00 .07 .53 .85 .00 .00 .00( ) 5.00(D) .00( ) .35(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 17. 14.53 14.53 9.59 14.00 14.00 .07 .51 .83 .00 .00 .00( ) 5.00(D) .00( ) .34(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 19. 14.13 14.13 9.20 14.00 14.00 .06 .50 .81 .00 .00 .00( ) 5.000) .00( ) .33(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 21. 13.75 13.75 8.82 14.00 14.00 .06 .49 .78 .00 .00 .00( ) 5.00(D) .00( ) .31(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 23. 13.39 13.39 8.45 14.00 14.00 .06 .47 .76 .00 .00 .00( ) 5.00(D) .00( ) .30(S) 14.000) .00( ) .00( ) .00( ) .60(S) .00( ) 3 25. 13.04 13.04 8.10 14.00 14.00 .06 .46 .74 .00 .00 .00( > 5.00(D) .00( ) .28(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 27. 12.69 12.69 7.75 13.95 13.95 .05 .45 .72 .00 .00 3 29. .00( 12.37 ) 5.00(D) 12.37 .00( ) 7.43 .26(S) 13.82 13.95(D) 13.82 .00( ) .05 .00( ) .44 .00( .71 ) .60(S) .00 .00( ) .00 .00( ) 5.00(D) .00( ) .25(S) 13.82(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 31. 12.05 12.05 7.11 13.68 13.68 .05 .42 .69 .00 .00 .00( ) 5.00(D) .00( ) .23(S) 13.68(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 33. 11.75 11.75 6.80 13.53 13.53 .05 .41 .67 .00 .00 .00( ) 5.00(D) .00( ) .21(S) 13.53(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 35. 11.45 11.45 6.51 13.39 13.39 .04 .40 .65 .00 .00 .00( ) 5.000) .00( ) .19(S) 13.39(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 37. 11.17 11.17 6.22 13.24 13.24 .04 .39 .64 .00 .00 .00( ) 5.00(D) .00( ) .17(S) 13.24(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 39, 10,89 10"89 5,95 13,08 13.08 .04 .38 .62 .00 .00 .00( ) 5.00(D) .00( ) .15(S) 13.08(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 41. 10.63 10.63 5.68 12.06 12.06 .04 .37 .61 .00 .00 .00( ) 5.00(D) .00( ) .13(S) 12.06(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 43. 10.37 10.37 5.43 10.38 10.38 .04 .36 .60 .00 .00 .00( ) 5.00(D) .00( ) .12(S) 10.38(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 45. 10.13 10.13 5.18 9.07 9.07 .03 .36 .58 .00 .00 .00( ) 5.00(D) .00( ) .10(S) 9.07(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 47. 9.89 9.89 4.94 8.02 8.02 .03 .35 .57 .00 .00 .00( ) 5.00(D) .00( ) .09(S) 8.02(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 49. 9.66 9.66 4.71 7.18 7.18 .03 .34 .56 .00 .00 .00( ) 5.00(D) .00( ) .08(S) 7.18(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 51. 9.44 9.44 4.49 6.55 6.55 .03 .33 .54 .00 .00 .00( ) 5.00(D) .00( ) .08(S) 6.55(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 53. 9.22 9.22 4.28 6.12 6.12 .03 .32 .53 .00 .00 .00( ) 5.00(D) .00( ) .07(S) 6.12(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 55. 9.02 9.02 4.07 5.73 5.73 .03 .31 .52 .00 .00 .00( ) 5.00(D) .00( ) .07(S) 5.73(D) .00( ) .00( ) .00( ) .60(S) .00( ) 3 57. 8.82 8.82 3.87 5.38 5.38 .03 .31 .51 .00 .00 .00( ) 5.00(D) .00( ) .06(S) 5.38(D) .00( ) .00( ) .00( ) .60(S) .00( ) ' 3 59. 8.62 8.62 3.67 5.05 5.05 .03 30 .50 .00 .00 .00( ) 5.00(D) .00( ) .06(S) 5.05(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 1. 8.43 8.43 3.48 4.75 4.75 .03 .29 .49 .00 .00 .00( ) 5.000) .00( ) .05(S) 4.75(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 3. 8.25 8.25 3.30 4.47 4.47 .02 .29 .48 .00 .00 .00( ) 5.00(D) .00( ) .05(S) 4.47(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 5. 8.07 8.07 3.13 4.21 4.21 .02 .28 .47 .00 .00 .00( ) 5.00(D) .00( ) .05(S) 4.21(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 7. 7.90 7.90 2.95 3.97 3.97 .02 .27 .46 .00 .00 . .00( ) 5.00(D) .00( ) .04(S) 3.970) .00( ) .00( ) .00( ) .61(S) .00( ) 4 9. 7.74 7.74 2.79 3.74 3.74 .02 .27 .45 .00 .00 .00( ) 5.00(D) .00( ) .04(S) 3.74(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 11. 7.58 7.58 2.63 3.52 3.52 .02 .26 .43 .00 .00 .00( ) 5.00(D) .00( ) .04(S) 3.52(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 13. 7.42 7.42 2.47 3.31 3.31 .02 .25 .42 .00 .00 .00( ) 5.00(D) .00( ) .03(S) 3.31(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 15. 7.27 7.27 2.32 3.11 3.11 .02 .24 .40 .00 .00 .00( ) 5.00(D) .00( ) .03(S) 3.11(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 17. 7.13 7.13 2.18 2.93 2.93 .02 .23 .39 .00 .00 .00( ) 5.000) .00( ) .03(S) 2.930) .00( ) .00( ) .00( ) .61(S) .00( ) 4 19. 6.98 6.98 2.03 2.75 2.75 .02 .22 .37 .00 .00 .00( ) 5.000) .00( ) .03(S) 2.75(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 21. 6.85 6.85 1.90 2.57 2.57 .02 . .21 .36 .00 .00 .00( ) 5.000) .00( ) .02(S) 2.57(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 23. 6.71 6.71 1.76 2.41 2.41 .02 .20 .34 .00 .00 .00( ) 5.00(D) .00( ) .02(S) 2.41(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 25. 6.58 6.58 1.63 2.25 2.25 .02 .19 .33 .00 .00 .00( ) 5.000) .00( ) .02(S) 2.25(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 27. 6.46 6.46 1.51 2.10 2.10 .02 .18 .32 .00 .00 .00( ) 5.000) .00( ) .02(S) 2.10(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 29. 6.34 6.34 1.39 1.95 1.95 .02 .17 .30 ' .00 .00 .00( ) 5.00(D) .00( ) .02(S) 1.95(D) .00( ) .00( ) 00( ) .61(S) .00( ) 4 31. 6.22 6.22 1.27 1.81 1.81 .02 .16 .29 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.81(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 33. 6.10 6.10 1.15 1.67 1.67 .02 .15 .28 .00 .00 .00( ) 5.000) .00( ) .01(S) 1.67(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 35. 5.99 5.99 1.04 1.53 1.53 .01 .15 .27 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.53(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 37. 5.88 5.88 .93 1.32 1.32 .01 .14 .26 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.32(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 39. 5.77 5.77 .82 1.12 1.12 .01 .13 .25 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.12(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 41. 5.67 5.67 .72 .95 .95 .01 .12 .24 .00 .00 .00( ) 5.00(D) .00( ) .01(S) .95(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 43. 5.57 5.57 .62 .81 .81 .01 .11 .23 .00 .00 .00( ) 5.00(D) .00( ) .01(S) .81(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 45. 5.47 5.47 .52 .68 .68 .01 .11 .22 .00 .00 .00( ) 5.000) .00( ) .00(S) .68(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 47. 5.38 5.38 .43 .56 .56 .01 .10 .21 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .56(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 49. 5.29 5.29 .34 .45 .45 .01 .09 .20 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .45(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 51. 5.20 5.20 .24 .34 .34 .01 .09 .19 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .34(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 53. 5.11 5.11 .11 .25 .25 .01 .08 .18 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .250) .00( ) .00( ) .00( ) .61(S) .00( ) 4 55. 5.02 5.02 .02 .18 .18 .01 .08 .17 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .18(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 57. 4.94 4.94 .00 .12 .12 .01 .07 .16 .00 .00 .00( ) 4.94(D) .00( ) .00(S) .12(D) .00( ) .00( ) .00( ) .61(S) .00( ) 4 59. 4.86 4.86 .00 .08 .08 .01 .06 .16 .00 .00 ..00( ) 4.86(D) .00( ) .00(S) .08(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 1. 4.78 4.78 .00 .05 .05 .01 .06 .15 .00 .00 .00( ) 4.78(D) .00( ) .00(S) .05(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 3. 4.70 4.70 .00 .03 .03 .01 .05 .14 .00 .00 .00( ) 4.70(D) .00( ) .00(S) .03(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 5. 4.62 4.62 .00 .02 .02 .01 .05 .14 .00 .00 .00( ) 4.62(D) .00( ) .00(S) .02(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 7. 4.55 4.55 .00 .02 .02 .01 .04 .13 .00 .00 .00( ) 4.55(D) .00( ) .00(S) .02(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 9. 4.48 4.48 .00 .01 .01 .01 .04 .12 .00 .00 .00( ) 4.48(D) .00( ) .00(S) .01(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 11. 4.41 4.41 .00 .01 .01 .01 .04 .12 .00 .00 .00( ) 4.41(D) .00( ) .00(S) .010) .00( ) .00( ) .00( ) .61(S) .00( ) 5 13. 4.34 4.34 .00 .00 .00 .01 .03 .11 .00 .00 .00( ) 4.34(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) ' 5 15. 4.27 4.27 .00 .00 .00 .01 .03 .11 .00 .00 .00( ) 4.27(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 17. 4.20 4.20 .00 .00 .00 .01 .02 .10 .00 .00 5 19. .00( ) 4.14 4.20(D) 4.14 .00( .00 ) .00(S) .00 .00(D) .00 .00( ) .01 .00( ) .02 .00( ) .10 .61(S) .00 .00( ) .00 .00( ) 4.14(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 21. 4.08 4.08 .00 .00 .00 .01 .02 .09 .00 .00 .00( ) 4.08(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 23. 4.01 4.01 .00 .00 .00 .01 .02 .09 .00 .00 .00( ) 4.01(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 25. 3.95 3.95 .00 .00 .00 .01 .01 .08 .00 .00 .00( ) 3.95(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) ' 5 27. 3.89 3.89 .00 .00 .00 .01 .01 .08 .00 .00 .00( ) 3.89(D) .00( ) .00( )- .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 29. 3.84 3.84 .00 .00 .00 .01 .01 .08 .00 .00 .00( ) 3.84(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 31. 3.78 3.78 .00 .00 .00 .01 .01 .07 .00 .00 .00( ) 3.78(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 33, 3,72 3.72 .00 "00 .00 *01 .00 .07 .00 .00 .00( ) 3.72(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 35. 3.67 3.67 .00 .00 .00 .01 .00 .07 .00 .00 .00( ) 3.67(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 37. 3.62 3.62 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.62(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 39. 3.56 3.56 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.56(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 41. 3.51 3.51 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.51(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 43. 3.46 3.46 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.46(D) .00( ) .00( ) .000) .00( ) .00( ) .00( ) .61(S) .00( ) ' 5 45. 3.41 3.41 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.41(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 47. 3.36 3.36 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.36(D) .00( ) .00( ) .000) .00( ) .00( ) .00( ) .61(S) .00( ) ' 5 49. 3.31 3.31 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.31(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 51. 3.27 3.27 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.27(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) ' 5 53. 3.22 3.22 .00 .00 .00 .01 .00 .05 .00 .00 .00( ) 3.22(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 55. 3.17 3.17 .00 .00 .00 .01 .00 .05 .00 .00 .00( ) 3.17(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 57. 3.13 3.13 .00 .00 .00 .01 .00 .05 .00 .00 .00( ) 3.13(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) 5 59. 3.09 3,09 .00 .00 .00 .01 .00 .05, 00 .00 .00( ) 3.09(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .61(S) .00( ) HE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC �r7-y�YudoFF �w�C DURING THE SIMULATION. o�-� ISCILLLATIONS 301 334 822 848 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 10-YR REV/EXIST COND FILE: RPR1-10.DAT SEPT 1999 ANDERSON CONSULTING ENG *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 11 15.5 (DIRECT FLOW) 0 35. 30 160.2 1.6 0 36. 31 73.2 1.1 0 36. 33 83.4 1.9 0 37. 38 58.1 1.4 0 51. 39 19.8 1.3 0 41. 40 48.1 .6 1 3. 43 28.3 .9 1 43. 101 .0 .0 6 0. 134 37.6 .7 0 46. 136 20.2 .4 1 36. 137 20.4 .7 0 41. 138 57.4 2.0 0 53. 139 15.1 .8 0 56. 141 44.3 .6 1 15. 142 102.0 3.6 1 25. 143 24.6 .6 1 56. 145 56.2 1.3 0 50. 234 795.2 (DIRECT FLOW) 0 35. 242 115.3 (DIRECT FLOW) 1 5. 243 30.0 (DIRECT FLOW) 1 35. 245 126.4 (DIRECT FLOW) 0 35. 246 64.0 (DIRECT FLOW) 0 47. 301 .0 .0 1.7 6 0. 334 13.0 .0 31.3 2 52. 402 12.6 (DIRECT FLOW) 0 35. 403 27.1 (DIRECT FLOW) 0 35. 404 44.1 (DIRECT FLOW) 0 35. 405 125.5 (DIRECT FLOW) 1 21. 406 128.3 (DIRECT FLOW) 0 57. 407 129.5 (DIRECT FLOW) 0 35. 502 12.6 (DIRECT FLOW) 0 35. 503 27.1 (DIRECT FLOW) 0 35. 504 44.1 (DIRECT FLOW) 0 35. 505 100.0 (DIRECT FLOW) 0 57. 506 120.0 (DIRECT FLOW) 0 35. 507 129.5 (DIRECT FLOW) 0 35. 602 .0 (DIRECT FLOW) 0 0. 603 .0 (DIRECT FLOW) 0 0. 604 .0 (DIRECT FLOW) 0 0. 605 25.5 (DIRECT FLOW) 1 22. 606 8.3 (DIRECT FLOW) 0 58. 607 .0 (DIRECT FLOW) 0 0. 800 19.0 (DIRECT FLOW) 0 37. 822 .0 .1 .6 6 0. 831 .9 (DIRECT FLOW) 0 0 35. 35. E-- Q,o A-r- Avr�' A-r- 841 842 91.8 28.0 (DIRECT (DIRECT FLOW) FLOW) 0 35. }�iZ-L �iM1U'r(6S Sns° 843 56.6 (DIRECT FLOW) 0 49. 845 61.2 (DIRECT FLOW) 0 51. 846 62.8 (DIRECT FLOW) 0 45. 847 64.0 (DIRECT FLOW) 0 47. 848 61.2 .1 .6 0 51. 898 5.0 (DIRECT FLOW) 0 22. 899 14.0 (DIRECT FLOW) 0 37. INDPROGRAM PROGRAM CALLED 1_ 1 G u I _, APPENDIX B.3 MODS WMM INPUT AND OUTPUT ' FOR THE 100-YEAR EVENT, EXISTING CONDITIONS u ' T..-IOPfMCopr1161COPR116-RPT WPD September 14, 1999 2 1 1 2 3 4 TERSHED 0 V/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 0-YR REV/EXIST COND FILE: RPR1-100.DAT SEPT 1999 ANDERSON CONSULTING ENG 360 0000 1. 1 1. 1 24 5. 00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 .22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 .73 .71 .69 .67 2 .016 -25 .1 .3 .51 .50 .0018 BEGIN CENTRAL FLOW PATH 1 1 301 1000 60.0 5. .023 1 2 402 1300 37.8 5. .018 1 3 403 750 7.7 30. .061 1 7 404 1500 22.8 10. .044 1 11 11 1340 51.3 5. .014 BEGIN SOUTHERN FLOW PATH 1 30 30 6700157.8 20. .200 1 31 31 3100 62.1 20 .250 1 32 234 2570 53.6 20. .350 1 33 33 2700103.7 20. .150 COLLEGE LAKE 1 34 23423170 85.6 95. .150 1 35 406 3800 84.3 20. .025 1 36 134 5600 53.7 10. .039 1 37 137 1750 14.4 30. .379 1 38 38 5900 77.1 10. .070 '1 39 39 1950 33.2 10. .073 1 40 40 6400104.6 10. .038 1 41 141 1550 25.0 5. .020 1 42 242 3000 33.2 5. .013 1 43 243 4300 83.5 5. .005 1 56 407 700 4.1 40. .016 1 44 245 3850 36.9 15. .069 1 45 245 3600 53.8 30. .011 '1 46 246 1400 12.8 25. .021 1 47 842 2000 18.9 25. .019 * BEGIN PR-1 SITE 1 805 846 794. 3.7 38.0.0160 1 803 843 697. 5.6 80.0.0157 1 820 843 890. 4.6 86.0.0320 1 804 841 290. 6.7 91.0.0075 '1 809 841 260. 1.5 45.0.0390 1 821 822 590. 5.45 74.0.0110 1 830 831 180. 0.33 40.0.0054 0 7 2 805 803 820 804 809 821 830 * BEGIN CENTRAL FLOW PATH ' 301 101 10 2 1. 0.00 0.0 0.30 0.0 1.74 0.0 2.32 0.7 2.90 4.2 3.47 12.2 4.05 26.4 4.63 47.8 5.20 77.7 6.07 140.9 101 402 1 0. 620. .015 85. 20. .060 2.0 602 402 502 3 3 1. 0.0 0.0 60.0 0.0 2000.0 1940.0 502 403 3 1. 602 3 1. 603 403 503 3 3 1. 0.0 0.0 70.0 0.0 2000.0 1930.0 503 404 3 1. 603 3 1. 604 404 504 3 3 1. 0.0 0.0 50.0 0.0 2000.0 1950.0 izFV1�Efl t_-YISn/.lA QarSalTlp� Set r^M �i1c�c� !�� THE t�R= 1 RtCu..�T12S 5��'E • I ao -yam S%m,� 504 242 3 1. 604 3 1. BEGIN SOUTHERN FLOW PATH 30 234 1 3. 2300. .074 4. 31 234 1 3. 1550. .116 6. 33 234 1 5 1400. .011 2. ' 234 334 3 1. 334 134 9 2 1. 0.00 0.0 18.64 5.2 37.28 74.55 53.8 93.75 78.7 112.95 ' 151.34 176.7 134 405 4 10. 1500. .021 10. 50. 1500. .021 100. ' 137 38 1 5 2000, .018 4. 38 138 4 3. 2500. .011 6. 30. 2500. .011 100. 138 141 4 2. 800. .014 2. 6. 800. .014 2. 141 242 1 0. 1900. .011 100. 39 139 1 1. 1050. .024 2. 139 40 1 1. 1550. .015 15. ' 40 242 1 10. 1400. .009 100. 242 142 3 1. 142 405 4 10. 1900. .0003 2.5 30. 1900. .0003 2.5 605 405 505 3 3 1. 0.0 0.0 100.0 0.0 2000.0 505 406 3 1. 605 136 3 1, 136 243 1 25. 950. .008 100. 606 406 506 3 3 1. 0.0 0.0 120.0 0.0 2000.0 506 407 3 1. 606 243 3 1. 243 43 3 1. 43 143 4 10. 1400. .006 5. ' 50. 1400. .006 100. 143 245 1 5. 1650. .007 100. 607 407 507 3 3, 1. ' 0,0 0,0 140.0 0,0 2000.0 507 3 1. 607 245 3 1. 245 145 3 1. 145 246 4 7. 2250. .005 15. 107. 2250. .005 100. 246 847 3 1. * BEGIN THE PR-1 SITE ' 898 847 846 3 3 1. 0.0 0.0 5.0 5.0 500.0 846 848 3 1. 848 845 10 2 .1 10. .0010 0.0 0.0 0.0 0.01 1.5 0.08 0.27 14. 0.40 14. 0.60 0.89 234. 0.98 353. ' 899 845 843 3 3 .1. 0.0 0.0 14.0 14.0 500.0 843 841 3 1. 842 841 3 1. 841 3 1. 822 2 2 .1 10. .0010 0.0 0.0 0.0 500.0 0.0 831 841 3 1. ' 898 800 3 1. 899 800 3 1. 800 3 1. 5. .040 5.0 2. .040 10.0 4. .045 10.0 16.7 55.91 33.1 107.5 132.14 140.2 10. .040 2.0 100. .060 2.0 6. .040 6.0 7. .040 2.0 100. .060 3.0 2. .040 2.0 50. .060 4.0 100. .060 2.0 2. .040 3.0 10. .060 2.0 100. .060 2.0 2.5 .030 4.0 100. .060 7.0 1900.0 60. .060 4.0 1880.0 5. .045 4.0 15. .060 5.0 15. .050 6.0 1860.0 10. .050 4.0 50. .060 5.0 5.0 0.0 .100 .10 6.7 0.14 13. 56. 0.81 134. 14.0 0.0 .100 .10 0 10 2 246 847 846 848 845 843 842 841 822 831 DPROGRAM I REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE *4; LA, 4/98) 100-YR REV/EXIST COND FILE: RPR1-100.DAT SEPT 1999 ANDERSON CONSULTING ENG HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 7 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 805 803 820 804 809 821 830 0 1. .0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 0 7. .1 .1 .2 .0 .0 .1 .0 0 9. .7 .8 1.3 .3 .4 .6 .1 0 11. 1.3 1.8 2.6 .6 .6 1.4 .1 0 13. 1.6 3.0 3.8 1.2 .8 2.3 .2 0 15. 1.8 3.9 4.5 1.8 .9 3.1 .2 0 17. 2.6 5.7 6.4 2.9 1.2 4.6 .3 0 19. 3.0 7.4 7.8 4.2 1.4 6.1 .3 0 21. 3.3 8.8 8.9 5.7 1.6 7.4 .3 0 23. 4.1 10.7 10.7 7.6 2.0 9.1 .4 0 25. 4.5 12.0 11.6 9.3 2.2 10.3 .4 0 27. 7.9 17.8 18.4 13.4 3.8 15.1 .8 0 29. 10.1 22.9 22.7 18.0 4.8 19.6 1.0 0 31. 13.9 29.5 29.0 23.9 6.6 25.4 1.4 0 33. 20.8 42.7 41.5 34.6 9.8 36.8 2.1 0 35. 24.1 49.0 44.7 43.4 11.2 43.2 2.4 E A- e�or�cS a t razV�.1� 0 37. 18.0 37.1 28.5 41.3 8.0 34.6 1.7- ��ET 0 39. 16.1 29.4 21.8 37.5 6.9 28.3 1.5 0 41. 14.6 24.8 18.3 34.0 6.2 24.3 1.4 0 43. 12.3 19.7 13.9 29.4 5.0 19.8 1.1 0 45. 11.3 17.1 12.3 26.2 4.5 17.3 1.0 0 47. 9.5 13.8 9.6 22.7 3.7 14.4 .8 0 49. 8.2 11.6 7.9 19.8 3.1 12.2 .7 0 51. 7.4 10.1 7.0 17.5 2.8 10.7 .6 0 53. 6.6 8.9 6.2 15.5 2.5 9.5 .5 0 55. 6.0 8.1 5.8 14.1 2.2 8.6 .5 0 57. 5.5 7.4 5.3 12.7 2.0 7.8 .4 0 59. 5.0 6.8 5.0 11.7 1.8 7.2 .4 1 1. 4.7 6.4 4.8 10.8 1.7 6.8 .4 1 3. 4.3 6.1 4.6 10.1 1.6 6.4 .3 1 5. 4.1 5.8 4.5 9.5 1.5 6.1 .3 1 7. 3.8 5.6 4.3 8.9 1.4 5.8 .3 1 9. 3.6 5.4 4.2 8.5 1.4 5.6 .3 1 11. 3.5 5.3 4.2 8.1 1.3 5.4 .3 1 13. 3.3 5.1 4.0 7.7 1.3 5.2 .3 1 15. 3.2 5.0 4.0 7.5 1.2 5.0 .3 1 17. 3.0 4.8 3.9 7.2 1.2 4.9 .2 1 19. 2.9 4.7 3.8 6.9 1.1 4.7 .2 1 21. 2.8 4.6 3.8 6.7 1.1 4.6 .2 1 23. 2.7 4.5 3.7 6.5 1.0 4.5 .2 1 25. 2.6 4.5 3.6 6.4 1.0 4.4 .2 1 27. 2.5 4.4 3.6 6.2 1.0 4.3 .2 1 29. 2.5 4.3 3.5 6.1 1.0 4.2 .2 1 31. 2.4 4.2 3.5 5.9 .9 4.1 .2 1 33. 2.3 4.1 3.4 5.8 .9 4.0 .2 1 35. 2.2 4.1 3.4 5.7 .9 4.0 .2 1 37. 2.2 4.0 3.3 5.6 .9 3.9 .2 1 39. 2.1 3.9 3.2 5.5 .8 3.8 .2 1 41. 2.1 3.9 3.2 5.4 .8 3.7 .2 1 43. 2.0 3.8 3.1 5.3 .8 3.7 .2 1 45. 2.0 3.7 3.1 5.2 .8 3.6 .2 1 47. 1.9 3.7 3.1 5.1 .8 3.6 .2 1 49. 1.9 3.6 3.0 5.0 .8 3.5 .2 1 51. 1.8 3.6 3.0 5.0 .7 3.5 .2 ' 1 53. 1.8 3.5 3.0 4.9 .7 3.4 .2 1 55. 1.7 3.5 2.9 4.8 .7 3.4 .1 1 57, 1.7 3.4 2.9 4.7 .7 3.3 .1 '1 59. 1.7 3.4 2.8 4.7 .7 3.2 .1 2 1. 1.5 3.1 2.5 4.5 .6 3.0 .1 2 3. 1.0 2.3 1.6 3.9 .4 2.3 .1 2 5. .8 1.8 1.1 3.4 .3 1.9 .1 2 7. .7 1.4 .8 3.0 .2 1.5 .0 2 9. .6 1.1 .6 2.7 .2 1.3 .0 2 11. .5 .9 .4 2.4 .2 1.1 .0 13. .5 .8 .4 2.2 .2 .9 .0 '2 2 15. .4 .7 .3 2.0 .1 .8 .0 2 17. .4 .6 .2 1.8 .1 .7 .0 2 19. 4 .5 .2 1.6 .1 .6 .0 '2 21. .3 .4 .2 1.5 .1 .6 .0 2 23. .3 .4 .1 1.4 .1 .5 .0 2 25. .3 .3 .1 1.3 .1 .4 .0 2 27. .3 .3 .1 1.2 .1 .4 .0 2 29. .3 .3 .1 1.1 .1 .4 .0 2 31. .2 .2 .1 1.0 .1 .3 .0 2 33. .2 .2 .1 .9 .1 .3 .0 35. .2 .2 .1 .9 .1 .3 .0 '2 2 37. .2 .2 .1 .8 .1 .3 .0 2 39. .2 .2 .0 .7 .0 .2 .0 2 41. .2 .1 .0 .7 .0 .2 .0 43. .2 .1 .0 .6 .0 .2 .0 '2 2 45. .2 .1 .0 .6 .0 .2 .0 2 47. .1 .1 .0 .6 .0 .2 .0 2 49, 1 1 .0 .5 .0 .2 .0 '2 51. .1 .1 .0 .5 .0 .2 .0 2 53. .1 .1 .0 .5 .0 .1 .0 2 55. .1 .1 .0 .5 .0 .1 .0 2 57. 1 .1 .0 .4 .0 .1 .0 2 59. 1 .1 .0 .4 .0 .1 .0 3 1. 1 1 .0 .4 .0 .1 .0 3 3. 1 1 .0 .4 .0 .1 .0 5. 1 1 .0 .3 .0 .1 .0 '3 3 7. 1 1 .0 .3 .0 .1 .0 3 9. 1 .0 .0 .3 .0 .1 .0 3 11. 1 .0 .0 .3 .0 .1 .0 '3 13. 1 .0 .0 .3 .0 .1 .0 3 15. 1 .0 .0 .3 .0 .1 .0 3 17. 1 .0 .0 .3 .0 .1 .0 3 19. 1 .0 .2 .0 .1 .0 '3 21. 1 .0 .0 .0 .2 .0 .1 .0 3 23. .0 .0 .0 .2 .0 .1 .0 3 25. .0 .0 .0 .2 .0 .1 .0 27. .0 .0 .0 .2 .0 .1 .0 '3 3 . 29. .0 .0 .0 .2 .0 .1 .0 3 31. .0 .0 .0 .2 .0 .0 .0 3 33. .0 .0 .0 .2 .0 .0 .0 3 35. .0 .0 .0 .2 .0 .0 .0 3 37. .0 .0 .0 .2 .0 .0 .0 3 39. .0 .0 .0 .2 .0 .0 .0 3 41. .0 .0 .0 .2 .0 .0 .0 3 43. .0 .0 .0 .2 .0 .0 .0 3 45. .0 .0 .0 .1 .0 .0 .0 3 47. .0 .0 .0 .1 .0 .0 .0 3 49. .0 .0 .0 .1 .0 .0 .0 '3 51. .0 .0 .0 .1 .0 .0 .0 3 53. .0 .0 .0 .1 .0 .0 .0 3 55. .0 .0 .0 .1 .0 .0 .0 57. .0 .0 .0 .1 .0 .0 .0 '3 3 59. .0 .0 .0 .1 .0 .0 .0 4 1. .0 .0 .0 .1 .0 .0 .0 4 3. .0 .0 .0 .1 .0 .0 .0 4 5. .0 .0 .0 .1 .0 .0 .0 4 7. .0 .0 .0 .1 .0 .0 .0 4 9. .0 .0 .0 .1 .0 .0 .0 4 11. .0 .0 .0 .1 .0 .0 .0 4 13. .0 .0 .0 .1 .0 .0 .0 4 15. .0 .0 .0 .1 .0 .0 .0 4 17. .0 .0 .0 .1 .0 .0 .0 4 19. .0 .0 .0 .1 .0 .0 .0 4 21. .0 .0 .0 .1 .0 .0 .0 4 23. .0 .0 .0 .1 .0 .0 .0 4 25. .0 .0 .0 .1 .0 .0 .0 4 27. .0 ..0 .0 .1 .0 .0 .0 4 29. .0 .0 .0 .1 .0 .0 .0 4 31. .0 .0 .0 .1 .0 .0 .0 4 33. .0 .0 .0 .1 .0 .0 .0 4 35. .0 .0 .0 .1 .0 .0 .0 4 37. .0 .0 .0 .1 .0 .0 .0 4 39. .0 .0 .0 .1 .0 .0 .0 4 41. .0 .0 .0 .1 .0 .0 .0 4 43. .0 .0 .0 .1 .0 .0 .0 4 45. .0 .0 .0 .1 .0 .0 .0 4 47. .0 .0 .0 .1 .0 .0 .0 4 49. .0 .0 .0 .1 .0 .0 .0 4 51. .0 .0 .0 .1 .0 .0 .0 4 53. .0 .0 .0 .1 .0 .0 .0 4 55. .0 .0 .0 .1 .0 .0 .0 4 57. .0 .0 .0 .0 .0 .0 .0 4 59. .0 .0 .0 .0 .0 .0 .0 5 1. .0 .0 .0 .0 .0 .0 .0 5 3. .0 .0 .0 .0 .0 .0 .0 5 5. .0 .0 .0 .0 .0 .0 .0 5 7. .0 .0 .0 .0 .0 .0 .0 5 9. .0 .0 .0 .0 .0 .0 .0 5 11. .0 .0 .0 .0 .0 .0 .0 5 13. .0 .0 .0 .0 .0 .0 .0 5 15. .0 .0 .0 .0 .0 .0 .0 5 17. .0 .0 .0 .0 .0 .0 .0 5 19. .0 .0 .0 .0 .0 .0 .0 5 21. .0 .0 .0 .0 .0 .0 .0 5 23. .0 .0 .0 .0 .0 .0 .0 5 25. .0 .0 .0 .0 .0 .0 .0 5 27. .0 .0 .0 .0 .0 .0 .0 5 29. .0 .0 .0 .0 .0 .0 .0 5 31. .0 .0 .0 .0 .0 .0 .0 5 33. .0 .0 .0 .0 .0 .0 .0 5 35. .0 .0 .0 .0 .0 .0 .0 5 37. .0 .0 .0 .0 .0 .0 .0 5 39. .0 .0 .0 .0 .0 .0 .0 5 41. .0 .0 .0 .0 .0 .0 .0 5 43. .0 .0 .0 .0 .0 .0 .0 5 45. .0 .0 .0 .0 .0 .0 .0 5 47. .0 .0 .0 .0 .0 .0 .0 5 49. .0 .0 .0 .0 .0 .0 .0 5 51. .0 .0 .0 .0 .0 .0 .0 5 53. .0 .0 .0 .0 .0 .0 .0 5 55. .0 .0 .0 .0 .0 .0 .0 5 57. .0 .0 .0 .0 .0 .0 .0 5 59. .0 .0 .0 .0 .0 .0 .0 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 100-YR REV/EXIST COND FILE: RPR1-100.DAT SEPT 1999 ANDERSON CONSULTING ENG '** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** 'ATERSHED AREA (ACRES) 1305.780 TOTAL RAINFALL (INCHES) 3.669 1OTAL INFILTRATION (INCHES) .869 TOTAL WATERSHED OUTFLOW (INCHES) 2.455 'OTAL SURFACE STORAGE AT END OF STROM (INCHES) .345 1RROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 I [I 1 I REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 100-YR REV/EXIST COND FILE: RPR1-100.DAT SEPT 1999 ANDERSON CONSULTING ENG ' WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) ' 301 101 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .3 .0 1.7 .0 2.3 .7 2.9 4.2 3.5 12.2 .0 4.0 .0 26.4 4.6 47.8 5.2 77.7 6.1 140.9 101 402 0 1 CHANNEL .0 620. .0150 85.0 20.0 .060 2.00 0 402 502 3 3 .0 1. .0010 .0 .0 .001 10.00 602 DIVERSION TO GUTTER NUMBER 602 - TOTAL O VS DIVERTED 0 1N CFS .0 .0 60.0 .0 2000.0 1940.0 502 403 0 3 .0 1. .0010 .0 .0 .001 10.00 0 602 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 403 503 3 3 .0 1. .0010 .0 .0 .001 10.00 603 DIVERSION TO GUTTER NUMBER 603 TOTAL 0 VS DIVERTED 0 IN CFS , .0 .0 70.0 .0 2000.0 1930.0 503 404 0 3 .0 1. .0010 .0 .0 .001 10.00 0 603 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 404 504 3 3 .0 1. .0010 .0 .0 .001 10.00 604 DIVERSION TO GUTTER NUMBER 604 - TOTAL 0 VS DIVERTED 0 IN CFS 504 242 .0 0 .0 3 50.0 .0 2000.0 .0 1950.0 1. .0010 .0 .0 .001 10.00 0 ' 604 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 30 234 0 1 CHANNEL 3.0 2300. .0740 4.0 5.0 .040 5.00 0 31 234 0 1 CHANNEL 3.0 1550. .1160 6.0 2.0 .040 10.00 0 33 234 0 1 CHANNEL 5.0 1400. .0110 2.0 4.0 .045 10.00 0� 234 334 0 3 .0 1. .0010 .0 .0 .001 10.00 0 334 134 9 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 18.6 5.2 37.3 16.7 55.9 33.1 74.5 53.8 93.8 78.7 113.0 107.5 132.1 140.2 151.3 176.7 134 405 0 4 CHANNEL 10.0 1500. .0210 10.0 10.0 .040 2.00 0 OVERFLOW 50.0 1500. .0210 100.0 100.0 .060 2.00 137 38 0 1 CHANNEL 5.0 2000. .0180 4.0 6.0 .040 6.00 0 38 138 0 4 CHANNEL 3.0 2500. .0110 6.0 7.0 .040 2.00 0 OVERFLOW 30.0 2500. .0110 100.0 100.0 .060 3.00 138 141 0 4 CHANNEL 2.0 800. .0140 2.0 2.0 .040 2.00 0 ' OVERFLOW 6.0 800. .0140 2.0 50.0 .060 4.00 141 242 0 1 CHANNEL .0 1900. .0110 100.0 100.0 .060 2.00 0 39 139 0 1 CHANNEL 1.0 1050. .0240 2.0 2.0 .040 3.00 0 139 40 0 1 CHANNEL 1.0 1550. .0150 15.0 10.0 .060 2.00 0 ' 40 242 0 1 CHANNEL 10.0 1400. .0090 100.0 100.0 .060 2.00 0 242 142 0 3 .0 1. .0010 .0 .0 .001 10.00 0 142 405 0 4 CHANNEL 10.0 1900. .0003 2.5 2.5 .030 4.00 0 OVERFLOW 30.0 1900. .0003 2.5 100.0 .060 7.00 ' 405 505 3 3 .0 1. .0010 .0 .0 .001 10.00 605 DIVERSION .0 TO GUTTER .0 NUMBER 605 TOTAL 100.0 .0 0 VS DIVERTED 2000.0 0 1900.0 IN CFS 505 406 0 3 .0 1. .0010 .0 .0 .001 10.00 0 605 136 0 3 .0 1. .0010 .0 .0 .001 10.00 0 136 243 0 1 CHANNEL 25.0 950. .0080 100.0 60.0 .060 4.00 0 406 506 3 3 .0 1. .0010 .0 .0 .001 10.00 606 ' DIVERSION TO GUTTER NUMBER 606 TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 120.0 .0 2000.0 1880.0 506 407 0 3 .0 1. .0010 .0 .0 .001 10.00 0 606 243 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 243 43 0 3 .0 1. .0010 .0 .0 .001 10.00 0 43 143 0 4 CHANNEL 10.0 1400. .0060 5.0 5.0 .045 4.00 0 ' OVERFLOW 50.0 1400. .0060 100.0 15.0 .060 5.00 143 245 0 1 CHANNEL 5.0 1650. .0070 100.0 15.0 .050 6.00 0 407 507 3 3 .0 1. .0010 .0 .0 .001 10.00 607 ' DIVERSION TO GUTTER NUMBER 607 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 140.0 .0 2000.0 1860.0 507 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 607 245 0 3 .0 1. .0010 .0 .0 .001 10.00 0 245 145 0 3 .0 1. .0010 .0 .0 .001 10.00 0 145 246 0 4 CHANNEL 7.0 2250. .0050 15.0 10.0 .050 4.00 0 246 847 0 3 OVERFLOW 107.0 2250. .0 1. .0050 .0010 100.0 .0 50.0 .0 .060 .001 5.00 10.00 0 847 846 3 3 .0 1. .0010 .0 .0 .001 10.00 898 DIVERSION TO GUTTER NUMBER 898 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 5.0 5.0 500.0 5.0 ' 846 848 0 3 .0 1. .0010 .0 .0 .001 10.00 0 848 845 10 2 PIPE .1 10. .0010 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.5 .1 6.7 .1 13.0 .3 14.0 .4 14.0 .6 56.0 .8 134.0 .9 234.0 1.0 353.0 845 843 3 3 .0 1. .0010 .0 .0 .001 10.00 899 DIVERSION TO GUTTER NUMBER 899 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 14.0 14.0 500.0 14.0 843 841 0 3 .0 1. .0010 .0 .0 .001 10.00 0 842 841 0 3 .0 1. .0010 .0 .0 .001 10.00 0 841 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 822 0 2 2 PIPE .1 10. .0010 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 500.0 .0 841 0 3 .0 1. .0010 .0 .0 .001 10.00 0 '831 898 800 0 3 .0 1. .0010 .0 .0 .001 10.00 0 899 800 0 3 .0 1. .0010 .0 .0 .001 10.00 0 800 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 �OTAL NUMBER OF GUTTERS/PIPES, 54 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) , 100-YR REV/EXIST COND FILE: RPR1-100.DAT SEPT 1999 ANDERSON CONSULTING ENG ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES ' GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 30 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 157� 31 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 62 33 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 103. 38 137 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 91.5 39 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 33 40 139 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 137 43 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83.5 101 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 134 334 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 516� 136 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 14.4 138 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 911 139 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 141 138 0 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 116 142 242 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 415.8 143 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 831 145 245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 174 234 30 31 33 0 0 0 0 0 0 0 32 34 0 0 0 0 0 0 0 0 462.8 242 504 141 40 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 415.8 243 136 606 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 831 245 143 607 0 0 0 0 0 0 0 0 44 45 0 0 0 0 0 0 0 0 174 246 145 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 187.0 301 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 601 334 234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 462 402 101 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 97 403 502 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 105.5 404 503 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 128 405 134 142 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 932 406 505 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 1016. 407 506 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 1020.7 502 402 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 971 503 403 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105 504 404 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128.3 505 405 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 932.3 506 406 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10161 507 407 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1020 602 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 603 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 604 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 606 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 607 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 800 898 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 822 0 0 0 0 0 0 0 0 0 0 821 0 0 0 0 0 0 0 0 0 5. 831 0 0 0 0 0 0 0 0 0 0 830 0 0 0 0 0 0 0 0 0 .3 841 843 842 831 0 0 0 0 0 0 0 804 809 0 0 0 0 0 0 0 0 2281 842 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 18 843 845 0 0 0 0 0 0 0 0 0 803 820 0 0 0 0 0 0 0 0 200.9 845 848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190.7 846 847 0 0 0 0 0 0 0 0 0 805 0 0 0 0 0 0 0 0 0 1901 847 246 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 187 848 846 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190.7 898 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) �00-YR REV/EXIST COND FILE: RPR1-100.DAT SEPT 1999 ANDERSON CONSULTING ENG �YDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER IIME(HR/MIN) 246 847 846 848 845 843 842 841 822 831 0 1. .00 .00 .00 .00 .00 .00 .00 .01 .00 .00 .00( ) OO(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .00( ) .00( ) ' 0 3. .01 .01 .01 .00 .00 .02 .02 .04 .00 .00 .00( ) .01(D) .00( ) .00(S) OO(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 5. .02 .02 .01 .00 .00 .04 .03 .08 .00 .00 .00( ) .02(D) .00( ) .00(S) .000) .00( ) .00( ) .00( ) .00(S) .00( ) 0 7. .38 .38 .18 .02 .02 .48 .51 1.16 .00 .02 .00( ) .38(D) .00( ) .00(S) .02(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 9. 1.86 1.86 .83 .21 .21 2.59 2.46 5.88 .00 .09 .00( ) 1.86(D) .00( ) .00(S) .21(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 11. 3.41 3.41 1.35 .52 .52 5.02 4.19 10.77 .00 .14 .00( ) 3.41(D)- .00( ) .00(S) .52(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 13. 4.90 4.90 1.66 .88 .88 7.20 5.34 14.83 .00 .16 .00( ) 4.90(D) .00( ) .01(S) .88(D) .00( ) .00( ) .00( ) .01(S) .00( ) ' 0 15. 6.28 6.28 3.06 1.42 1.42 8.70 5.86 17.54 .00 .17 .00( ) 5.00(D) .00( ) .01(S) 1.420) .00( ) .00( ) .00( ) .02(S) .00( ) 0 17. 9.99 9.99 7.69 2.23 2.23 13.09 8.81 26.71 .00 .26 .00( ) 5.00(D) .00( ) .02(S) 2.23(D) .00( ) .00( ) .00( ) .03(S) .00( ) 0 19. 13.12 13.12 11.13 3.59 3.59 15.73 9.96 32.00 .00 .29 .00( ) 5.00(D) .00( ) .04(S) 3.59(D) .00( ) .00( ) .00( ) .05(S) .00( ) 0 21. 17.22 17.22 15.78 5.38 5.38 18.82 11.74 38.78 .00 .34 .00( ) 5.00(D) .00( ) .06(S) 5.38(D) .00( ) .00( ) .00( ) .06(S) .00( ) 0 23. 22.35 22.35 21.50 8.32 8.32 22.01 13.67 46.10 .00 .40 .00( ) 5.00(D) .00( ) .10(S) 8.32(D) .00( ) .00( ) .00( ) .09(S) .00( ) ' 0 25. 27.81 27.81 27.38 12.42 12.42 23.95 15.02 51.35 .00 .45 .00( ) 5.00(D) .00( ) .13(S) 12.42(D) .00( ) .00( ) .00( ) .12(S) .00( ) 0 27. 44.60 44.60 48.33 13.49 13.49 39.61 27.97 87.33 .00 .90 .00( ) MOM M .00( ) .20(S) 13.49(D) .00( ) .00( ) .00( ) .15(S) .00( ) ' 0 29. 60.63 60.63 66.13 14.00 14.00 47.22 34.12 106.57 .00 1.07 .00( ) 5.00(D) .00( ) .32(S) 14.00(D) .00( ) .00( ) .00( ) .21(S) .00( ) 0 31. 91.00 91.00 102.64 33.05 33.05 86.97 53.61 176.98 .00 1.74 .00( ) 5.00(D) .00( ) .49(S) 14.000) .00( ) .00( ) .00( ) .27(S) .00( ) 0 33. 132.91 132.91 149.53 86.86 86.86 160.36 71.59 281.30 .00 2.19 .00( ) 5.00(D) .00( ) .68(S) 14.00(D) .00( ) .00( ) .00( ) .36(S) .00( ) 0 35. 180.76 180.76 200.38 161.50 161.50 242.24 83.77 385.16 .00 2.47 .00( ) 5.000) .00( ) .83(S) 14.00(D) .00( ) .00( ) .00( ) .48(S) .00( ) ' 0 37. 200.53 200.53 212.70 206.79 206.79 252.78 62.90 365.03 .00 1.66 .00( ) 5.00(D) .00( ) .87(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00( ) 0 39. 225.54 225.54 236.47 229.18 229.18 264.68 60.86 370.51 .00 1.52 .00( ) 5.00(D) .00( ) .89(S) 14.00(D) .00( ) .00( ) .00( ) .66(S) .00( ) 0 41. 246.08 246.08 254.85 251.13 251.13 276.73 56.04 372.31 .00 1.27 .00( ) 5.000) .00( ) .90(S) ' 14.00(D) .00( ) .00( ) .00( ) .73(S) .00( ) 0 43. 262.58 262.58 269.63 265.31 265.31 283.51 51.78 369.70 .00 1.09 ON ) 5.00(D) .00( ) .91(S) 14.000) .00( ) .00( ) .00( ) .79(S) .00( ) 0 45. 279.16 279.16 285.33 280.81 280.81 295.67 49.83 376.47 .00 .99 .00( ) 5.00(D) .00( ) .93(S) 14.000) .00( ) .00( ) .00( ) .84(S) .00( ) ' 0 47. 290.74 290.74 294.87 291.93 291.93 300.14 43.78 370.02 .00 .78 .00( ) 5.00(D) .00( ) .93(S) 14.00(D) .00( ) .00( ) .00( ) .88(S) .00( ) 0 49. 302.49 302.49 305.57 302.37 302.37 307.36 40.44 370.64 .00 .68 .00( ) 5.00(D) .00( ) .94(S) 14.00(D) .00( ) .00( ) .00( ) .92(S) .00( ) 0 51. 314.13 314.13 316.33 313.30 313.30 315.93 37.46 373.59 .00 .60 .00( ) 5.00(D) .00( ) .95(S) 14.00(D) .00( ) .00( ) .00( ) .95(S) .00( ) 0 53. 325.72 325.72 327.20 323.96 323.96 324.84 34.85 377.72 .00 .54 .00( ) 5.00(D) .00( ) .96(S) 14.00(D) .00( ) .00( ) .00( ) .97(S) .00( ) 0 55. 337.92 337.92 338.90 335.43 335.43 335.29 32.84 384.53 .00 .49 .00( ) 5.00(D) .00( ) .97(S) 14.00(D) .00( ) .00( ) .00( ) 1.00(S) .00( ) 0 57. 350.03 350.03 350.42 347.01 347.01 345.59 30.51 390.93 .00 .44 .00( ) 5.000) .00( ) .98(S) 14.00(D) .00( ) .00( ) .00( ) 1.02(S) .00( ) 0 59. 362.58 362.58 362.57 358.99 358.99 356.81 28.71 399.16 .00 .41 .00( ) 5.00(D) .00( ) .98(S) 14.00(D) .00( ) .00( ) .00( ) .1.04(S) .00( ) 1 1. 375.40 375.40 375.04 371.42 371.42 368.62 27.08 408.35 .00 .38 .00( ) 5.00(D) .00( ) .99(S) 14.00(D) .00( ) .00( ) .00( ) 1.06(S) .00( ) 1 3. 388.29 388.29 387.63 383.95 383.95 380.66 25.62 418.09 .00 .35 .00( ) 5.00(D) .00( ) 1.00(S) 14.00(D) .00( ) .00( ) .00( ) 1.08(S) .00( ) 1 5. 401.25 401.25 400.36 396.65 396.65 393.04 24.39 428.57 .00 .34 .00( ) 5.00(D) .00( ) 1.01(S) 14.00(D) .00( ) .00( ) .00( ) 1.10(5) .00( ) 1 7. 413.93 413.93 412.80 409.18 409.18 405.16 23.13 438.80 .00 .32 .00( ) 5.00(D) .00( ) 1.02(S) 14.00(D) .00( ) .00( ) .00( ) 1.11(S) .00( ) 1 9. 426.39 426.39 425.07 421.51 421.51 417.23 22.07 449.31 .00 .30 .00( ) 5.00(D) .00( ) 1.03(S) 14.00(D) .00( ) .00( ) .00( ) 1.13(S) .00( ) 1 11. 438.47 438.47 436.97 433.54 433.54 429.00 21.06 459.63 .00 .29 .00( ) 5.00(D) .00( ) 1.04(S) 14.00(D) .00( ) .00( ) .00( ) 1.14(S) .00( ) 1 13. 450.04 450.04 448.38 445.07 445.07 440.30 20.14 469.60 .00 .28 .00( ) 5.00(D) .00( ) 1.05(S) 14.00(D) .00( ) .00( ) .00( ) 1.16(S) .00( ) 1 15. 461.14 461.14 459.36 456.17 456.17 451.24 19.34 479.42 .00 .27 .00( ) 5.00(D) .00( ) 1.06(S) 14.000) .00( ) .00( ) .00( ) 1.17(S) .00( ) 1 17. 471.55 471.55 469.63 466.63 466.63 461.45 18.49 488.45 .00 .26 .00( ) 5.00(D) .00( ) 1.07(S) 14.000) .00( ) .00( ) .00( ) 1.18(S) .00( ) 1 19. 481.38 481.38 479.34 476.50 476.50 471.16 17.77 497.16 .00 .25 .00( ) 5.00(D) .00( ) 1.07(S) 14.00(D) .00( ) .00( ) .00( ) 1.20(S) .00( ) 1 21. 490.55 490.55 488.41 485.77 485.77 480.25 17.08 505.31 .00 .24 .00( ) 5.00(D) .00( ) 1.08(S) 14.00(D) .00( ) .00( ) .00( ) 1.21(S) .00( ) 1 23. 499.03 499.03 496.78 494.31 494.31 488.64 16.44 512.83 .00 .23 .00( ) 5.00(D) .00( ) 1.09(S) 14.00(D) .00( ) .00( ) .00( ) 1.22(S) .00( ) 1 25. 506.85 506.85 504.53 502.24 502.24 496.45 15.89 519.90 .00 .23 .00( ) 5.000) .00( ) 1.09(S) 14.00(D) .00( ) .00( ) .00( ) 1.23(S) .00( ) 1 27. 513.91 513.91 511.49 509.41 509.41 503.45 15.29 526.09 .00 .22 .00( ) 5.00(D) .00( ) 1.10(S) 14.00(D) .00( ) .00( ) .00( ) 1.25(S) .00( ) 1 29. 520.27 520.27 517.78 515.89 515.89 509.80 14.78 531.77 .00 .21 .00( ) 5.00(D) .00( ) 1.10(S) 14.00(D) .00( ) .00( ) .00( ) 1.26(S) .00( ) 1 31. 525.90 525.90 523.34 521.66 521.66 515.44 14.28 536.74 .00 .21 .00( ) 5.00(D) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.27(S) .00( ) 1 33. 530.77 530.77 528.13 526.65 526.65 520.29 13.80 540.95 .00 .20 .00( ) 5.00(D) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.28(S) .00( ) 1 35. 534.95 534.95 532.25 530.95 530.95 524.50 13.38 544.62 .00 .20 .00( ) 5.00(D) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.29(S) .00( ) 1 37. 538.31 538.31 535.54 534.47 534.47 527.85 12.91 547.34 .00 .19 .00( ) 5.000) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.30(S) .00( ) 1 39. 540.97 540.97 538.14 537.26 537.26 530.53 12.52 549.50 .00 .19 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.31(S) .00( ) 1 41. 542.90 542.90 540.02 539.35 539.35 532.51 12.14 550.97 .00 .18 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.32(S) .00( ) 1 43. 544.11 544.11 541.17 540.69 540.69 533.74 11.78 551.73 .00 .18 .00( ) 5.00(0) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.33(S) .00( ) 1 45. 544.65 544.65 541.67 541.37 541.37 534.35 11.46 551.93 .00 .18 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.34(S) .00( ) 1 47. 544.48 544.48 541.44 541.34 541.34 534.21 11.12 551.32 .00 .17 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.35(S) .00( ) 1 49. 543.67 543.67 540.60 540.66 540.66 533.45 10.82 550.18 .00 .17 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.36(S) .00( ) 1 51. 542.23 542.23 539.11 539.36 539.36 532.06 10.52 548.40 .00 .17 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.37(S) .00( ) 1 53. 540.18 540.18 537.02 537.42 537.42 530.03 10.23 545.99 .00 .16 ' .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.38(S) .00( ) 1 55. 537.58 537.58 534.39 534.94 534.94 527.48 9.99 543.12 .00 .16 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.39(S) .00( ) 1 57. 534.41 534.41 531.18 531.88 531.88 524.32 9.70 539.58 .00 .16 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.40(S) .00( ) 1 59. 530.77 530.77 527.50 528.33 528.33 520.69 9.46 535.63 .00 .15 .00( ) 5.00(D) .00( ) 1.11(S) 14.000) .00( ) .00( ) .00( ) 1.41(S) .00( ) 2 1. 525.77 525.77 522.16 523.75 523.75 514.92 8.26 528.12 .00 .12 .00( ) 5.00(D) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.42(S) .00( ) 2 3. 519.211 519.28 515,32 517.03 517.03 506,70 6,97 517.87 .00 OS .00( ) 5.00(D) .00( ) 1.10(S) 14.00(D) .00( ) .00( ) .00( ) 1.42(S) .00( ) 2 5. 512.27 512.27 508.12 509.93 509.93 498.69 6.18 508.52 .00 .07 .00( ) 5.00(D) .00( ) 1.10(S) 14.00(D) .00( ) .00( ) .00( ) 1.43(S) .00( ) 2 7, 504,85 504.85 500.59 502.49 502.49 490.64 5,63 499.48 .00 .06 .00( ) 5.00(D) .00( ) 1.09(S) 14.00(D) .00( ) .00( ) .00( ) 1.43(S) .00( ) 2 9. 497.07 497.07 492.72 494.71 494.71 482.44 5.20 490.49 .00 .05 .00( ) 5.00(D) .00( ) 1.09(S) 14.00(D) .00( ) .00( ) .00( ) 1.44(S) .00( ) 2 11. 488.97 488.97 484.56 486.63 486.63 474.06 4.85 481.45 .00 .05 .00( ) 5.00(D) .00( ) 1.08(S) 14.00(D) .00( ) .00( ) .00( ) 1.44(S) .00( ) 2 13. 480.62 480.62 476.16 478.29 478.29 465.49 4.55 472.33 .00 .04 .00( ) 5.00(D) .00( ) 1.07(S) 14.00(D) .00( ) .00( ) .00( ) 1.44(S) .00( ) 2 15. 472.05 472.05 467.55 469.74 469.74 456.76 4.29 463.11 .00 .04 ' .00( ) 5.00(D) .00( ) 1.07(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00( ) 2 17. 463.33 463.33 458.79 461.01 461.01 447.90 4.05 453.83 .00 .04 .00( ) 5.00(D) .00( ) 1.06(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00( ) ' 2 19. 454.49 454.49 449.91 452.17 452.17 438.95 3.84 444.49 .00 .03 .00( ) 5.00(D) .00( ) 1.06(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00( ) 2 21. 445.57 445.57 440.97 443.24 443.24 429.94 3.64 435.14 .00 .03 .00( ) 5.00(D) .00( ) 1.05(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00( ) ' 2 23. 436.62 436.62 432.00 434.27 434.27 420.89 3.46 425.79 .00 .03 .00( ) 5.00(D) .00( ) 1.04(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00( ) 2 25. 427.66 427.66 423.02 425.29 425.29 411.85 3.30 416.46 .00 .03 .00( ) 5.000) .00( ) 1.03(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00( ) ' 2 27. 418.72 418.72 414.06 416.33 416.33 402.84 3.14 407.19 .00 .03 .00( ) 5.000) .00( ) 1.03(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 29. 409.82 409.82 405.14 407.39 407.39 393.86 3.00 397.98 .00 .03 ' .00( ) 5.00(D) .00( ) 1.02(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 31. 400.97 400.97 396.27 398.51 398.51 384.94 2.87 388.85 .00 .02 .00( ) 5.00(D) .00( ) 1.01(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 33. 392,19 392.19 387,48 389,70 389,70 376,10 2,74 379,80 .00 .02 .00( ) 5.000) .00( ) 1.01(S) 14.000) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 35. 383.49 383.49 378.76 380.96 380.96 367.34 2.62 370.85 .00 .02 .00( ) 5.00(D) .00( ) 1.00(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 37. 374.88 374.88 370.14 372.31 372.31 358.66 2.51 362.00 .00 .02 ' .00( ) 5.00(D) .00( ) .99(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 39. 366.36 366.36 361.61 363.76 363.76 350.08 2.41 353.27 .00 .02 .00( ) 5.00(D) .00( ) .99(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 41. 357.96 357.96 353.19 355.31 355.31 341.62 2.31 344.65 .00 .02 ' .00( ) 5.00(D) .00( ) .98(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 43. 349.67 349.67 344.90 346.98 346.98 333.27 2.22 336.17 .00 .02 .00( ) 5.000) .00( ) .98(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) ' 2 45. 341.52 341.52 336.74 338.78 338.78 325.06 2.13 327.83 .00 .02 .00( ) 5.00(D) .00( ) .97(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 47. 333.51 333.51 328.72 330.72 330.72 316.99 2.05 319.63 .00 .02 .00( ) 5.00(D) .00( ) .96(S) 14.000) .00( ) .00( ) .00( ) 1.46(S) .00( ) ' 2 49. 325.64 325.64 320.84 322.81 322.81 309.06 1.97 311.59 .00 .01 .00( ) 5.00(D) .00( ) .96(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 51. 317.92 317.92 313.11 315.04 315.04 301.28 1.90 303.70 .00 .01 .00( ) 5.00(D) .00( ) .95(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) ' 2 53. 310.33 310.33 305.52 307.41 307.41 293.64 1.82 295.96 .00 .01 .00( ) 5.00(D) .00( ) .95(S) 14.000) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 55. 302.89 302.89 298.07 299.92 299.92 286.15 1.76 288.37 .00 .01 .00( ) 5.00(D) .00( ) .94(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 2 57. 295.59 295.59 290.76 292.57 292.57 278.79 1.69 280.93 .00 .01 .00( ) 5.00(D) .00( ) .93(S) 14.00(0) .00( ) .00( ) .00( ) 1.46(S) .00( ) ' 2 59. 288,43 2118.43 283.59 285"37 285.37 271.58 1.63 273,63 .00 .01 a .00( ) 5.00(D) .00( ) .93(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 3 1. 281.39 281.39 276.55 278.29 278.29 264.50 1.58 266.47 .00 .01 .00( ) 5.00(D) .00( ) .92(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 3. 274.49 274.49 269.64 271.34 271.34 257.55 1.52 259.44 .00 .01 .00( ) 5.00(D) .00( ) .92(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 5. 267.71 267.71 262.86 264.53 264.53 250.72 1.47 252.54 .00 .01 .00( ) 5.00(D) .00( ) .91(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 7. 261.05 261.05 256.20 257.83 257.83 244.02 1.42 245.77 .00 .01 .00( ) 5.00(D) .00( ) .91(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 9. 254.51 254.51 249.65 251.25 251.25 237.44 1.37 239.13 .00 .01 .00( ) 5.00(D) .00( ) .90(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 11. 248.09 248.09 243.22 244.79 244.79 230.98 1.32 232.60 .00 .01 .00( ) 5.00(D) .00( ) .90(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 13. 241.77 241.77 236.91 238.45 238.45 224.63 1.28 226.19 .00 .01 .00( ) 5.00(D) .00( ) .89(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 15. 235.57 235.57 230.70 232.26 232.26 218.44 1.24 219.95 .00 .00 .00( ) 5.00(D) .00( ) .89(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 17. 229.47 229.47 224.60 226.18 226.18 212.35 1.20 213.81 .00 .00 .00( ) 5.00(D) .00( ) .88(S) 14.00(D) .00( ) .00( ) .00( ). 1.47(S) .00( ) 3 19. 223.48 223.48 218.60 220.15 220.15 206.32 1.16 207.72 .00 .00 .00( ) 5.00(D) .00( ) .88(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 21. 217.58 217.58 212.70 214.22 214.22 200.39 1.12 201.74 .00 .00 .00( ) 5.00(D) .00( ) .87(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 23. 211.77 211.77 206.89 208.38 208.38 194.55 1.09 195.86 .00 .00 .00( ) 5.00(D) .00( ) .87(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 25. 206.05 206.05 201.17 202.64 202.64 188.80 1.05 190.07 .00 .00 .00( ) 5.00(D) .00( ) .86(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 27. 200.40 200.40 195.52 196.97 196.97 183.12 1.02 184.35 .00 .00 .00( ) 5.00(D) .00( ) .86(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 29. 194.82 194.82 189.93 191.36 191.36 177.52 .99...: 178.70 .00 .00 .00( ) 5.00(D) .00( ) .86(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 31. 189.28 189.28 184.39 185.81 185.81 171.96 .96 173.11 .00 .00 .00( ) 5.000) .00( ) .85(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 33. 183.80 183.80 178.90 180.31 180.31 166.46 .93 167.57 .00 .00 .00( ) 5.00(D) .00( ) .85(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 35. 178.36 178.36 173.46 174.85 174.85 161.00 .90 162.08 .00 .00 .00( ) 5.00(D) .00( ) .84(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 37. 172.97 172.97 168.07 169.45 169.45 155.60 .88 156.64 .00 .00 .00( ) 5.00(D) .00( ) .84(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 39. 167.64 167.64 162.73 164.09 164.09 150.24 .85 151.25 .00 .00 .00( ) 5.00(D) .00( ) .83(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 41. 162.36 162.36 157.46 158.80 158.80 144.95 .83 145.92 .00 .00 .00( ) 5.00(D) .00( ) .83(S) 14.000) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 43. 157.16 157.16 152.25 153.57 153.57 139.72 .80 140.67 .00 .00 .00( ) 5.00(D) .00( ) .83(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 45. 152.03 152.03 147.13 148.42 148.42 134.57 .78 135.49 .00 .00 .00( ) 5.00(D) .00( ) .82(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 47. 147.00 147.00 142.09 143.36 143.36 129.50 .76 130.39 .00 .00 .00( ) 5.00(D) .00( ) .82(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 49. 142.06 142.06 137.15 138.39 138.39 124.53 .74 125.40 .00 .00 .00( ) 5.00(D) .00( ) .81(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 51. 137.22 137.22 132.31 133.79 133.79 119.93 .72 120.77 .00 .00 .00( ) 5.00(D) .00( ) .81(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 53. 132.50 132.50 127.59 130.98 130.98 117.12 .70 117.93 .00 .00 .00( ) 5.00(D) .00( ) .80(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 55. 127.90 127.90 122.98 126.96 126.96 113.11 .68 113.90 .00 .00 .00( ) 5.00(D) .00( ) .79(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 57. 123.41 123.41 118.50 122.61 122.61 108.75 .66 109.52 .00 .00 .00( ) 5.00(D) .00( ) .78(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 3 59. 119.06 119.06 114.14 118.22 118.22 104.36 .64 105.11 .00 .00 .00( ) 5.00(D) .00( ) .77(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 1. 114.83 114.83 109.91 113.90 113.90 100.04 .62 100.76 .00 .00 .00( ) 5.000) .00( ) .76(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 3. 110.73 110.73 105.81 109.68 109.68 95.82 .61 96.53 .00 .00 .00( ) 5.00(D) .00( ) .74(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 5. 106.76 106.76 101.84 105.59 105.59 91.73 .59 92.41 .00 .00 ' .00( ) 5.00(D) .00( ) .73(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 7. 102.92 102.92 98.00 101.63 101.63 87.77 .58 88.43 .00 .00 .00( ) 5.00(D) .00( ) .72(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) ' 4 9. 99.21 99.21 94.29 97.79 97.79 83.93 .56 84.57 .00 .00 .00( ) 5.00(D) .00( ) .71(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 11. 95.63 95.63 90.71 94.08 94.08 80.22 .55 80.85 .00 .00 .00( ) 5.000) .00( ) .70(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 13. 92.17 92.17 87.25 90.50 90.50 76.64 .53 77.25 .00 .00 .00( ) 5.00(D) .00( ) .69(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 15. 88.83 88.83 83.91 87.04 87.04 73.18 .52 73.77 .00 .00 ) 5.00(D) .00( ) .68(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) '00( 4 17. 85.61 85.61 80.69 83.70 83.70 69.84 .51 70.42 .00 .00 .00( ) 5.00(D) .00( ) .67(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 19, 82.51 82.51 77.58 80.48 80.48 66.62 .49 67.19 .00 .00 ' .00( ) 5.00(D) .00( ) .67(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 21. 79.52 79.52 74.59 77.38 77.38 63.52 .48 64.07 .00 .00 .00( ) 5.00(D) .00( ) .66(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 23. 76.63 76.63 71.70 74.39 74.39 60.52 .47 61.06 .00 .00 ' .00( ) 5.00(D) .00( ) .65(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 25. 73.85 73.85 68.92 71.50 71.50 57.64 .46 58.16 .00 .00 .00( ) 5.00(D) .00( ) .64(S) 14.00(D) 00( ) .00( ) .00( ) 1.47(S) .00( ) 4 27. 71.16 71.16 66.23 68.72 68.72 54.85 .45 55.36 .00 .00 .00( ) 5.00(D) .00( ) .63(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 29. 68.58 68.58 63.65 66.03 66.03 52.17 .44 52.66 .00 .00 .00( ) 5.000) .00( ) .63(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) ' 4 31. 66.08 66.08 61.15 63.45 63.45 49.58 .43 50.06 .00 '.00 .00( ) 5.00(D) .00( ) .62(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 33. 63.67 63.67 58.74 60.95 60.95 47.09 .42 47.56 AD .00 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) ' 4 35. 61.35 61.35 56.42 58.54 58.54 44.68 .41 45.14 .00 .00 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 37. 59.11 59.11 54.18 56.22 56.22 42.36 .40 42.80 .00 .00 .00( ) 5.00(D) .00( ) .60(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 39. 56.95 56.95 52.02 54.66 54.66 40.79 .39 41.23 .00 .00 .00( ) 5.00(D) .00( ) .59(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 41. 54.86 54.86 49.93 52.92 52.92 39.05 .38 39.48 .00 .00 .00( ) 5.00(D) .00( ) .59(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 43. 52.85 52.85 47.92 51.04 51.04' 37.17 .37 37.59 .00 .00 .00( ) 5.00(D) .00( ) .58(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 45. 50.90 50.90 45.97 49.11 49.11 35.24 .36 35.65 .00 00 .00( ) 5.00(D) .00( ) .57(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 47. 49.02 49.02 44.09 47.19 47.19 33.33 .35 33.72 .00 .00 .00( ) 5.00(D) .00( ) .56(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 49. 47.20 47.20 42.27 45.31 45.31 31.44 .35 31.83 .00 .00 .00( ) 5.00(D) .00( ) .55(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 51. 45.45 45.45 40.52 43.47 43.47 29.60 .34 29.98 .00 .00 .00( ) 5.00(D) .00( ) .54(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 53. 43.75 43.75 38.82 41.68 41.68 27.81 .33 28.18 .00 .00 ' .00( ) 5.00(D) .00( ) .53(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 55. 42.12 42.12 37.19 39.95 39.95 26.08 .32 26.44 .00 .00 .00( ) 5.000) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 57. 40.55 40.55 35.61 38.27 38.27 24.40 .32 24.76 .00 .00 ' .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 4 59. 39.03 39.03 34.10 36.66 36.66 22.79 .31 23.13 .00 .00 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) ' 5 1. 37.57 37.57 32.64 35.10 35.10 21.23 .30 21.57 .00 .00 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 5 3. 36.16 36.16 31.23 33.59 33.59 19.72 .29 20.06 .00 .00 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) ' 5 5. 34.81 34.81 29.88 32.15 32.15 18.28 .27 18.60 .00 .00 .00( ) 5.000) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 5 7. 33.52 33.52 28.59 30.76 30.76 16.89 .26 17.20 .00 .00 ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) '.00( 5 9. 32.28 32.28 27.35 29.42 29.42 15.55 .25 15.86 .00 .00 .00( ) 5.00(D) .00( ) .47(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 5 11. 31.09 31.09 26.15 28.14 28.14 14.27 .24 14.57 .00 .00 REV/EXIST PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; WAREHOUSE #4; LA, 4/98) 100-YR REV/EXIST COND FILE: RPR1-100.DAT SEPT 1999 ANDERSON CONSULTING ENG *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS. AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 11 50.8 (DIRECT FLOW) 0 35. 30 581.0 2.8 0 36. 31 272.2 1.9 0 36. 33 272.6 3.4 0 37. 38 226.1 2.3 0 49. 39 91.8 2.4 0 41. 40 242.5 1.2 0 56. 43 492.3 3.8 1 32. 101 25.4 .6 2 19. 134 174.4 1.4 0 44. 136 386.1 1.4 1 36. 137 72.2 1.4 0 38. 138 221.3 3.0 0 53. 139 74.0 1.5 0 50. 141 206.5 1.1 1 8. 142 388.4 5.8 1 30. 143 484.7 1.8 1 42. 145 537.2 3.4 1 46. 234 2191.8 (DIRECT FLOW) 0 35. 242 529.1 (DIRECT FLOW) 1 1. 243 493.8 (DIRECT FLOW) 1 28. 245 545.2 (DIRECT FLOW) 1 37. 246 544.7 (DIRECT FLOW) 1 45. 301 25.6 .0 4.0 2 12. 334 75.3 .0 91.1 2 23. 402 46.1 (DIRECT FLOW) 0 35. 403 90.4 (DIRECT FLOW) 0 35. 404 136.4 (DIRECT FLOW) 0 35. 405 490.0 (DIRECT FLOW) 1 28. 406 356.3 (DIRECT FLOW) 0 35. 407 146.4 (DIRECT FLOW) 0 35. 502 46.1 (DIRECT FLOW) 0 35. 503 70.0 (DIRECT FLOW) 0 33. 504 50.0 (DIRECT FLOW) 0 28. 505 100.0 (DIRECT FLOW) 0 48. 506 120.0 (DIRECT FLOW) 0 28. 507 140.0 (DIRECT FLOW) 0 32. 602 .0 (DIRECT FLOW) 0 0. 603 20.4 (DIRECT FLOW) 0 35. 604 86.4 (DIRECT FLOW) 0 35. 605 390.0 (DIRECT FLOW) 1 29. 606 236.3 (DIRECT FLOW) 0 36. 607 6.4 (DIRECT FLOW) 0 36. 800 19.0 (DIRECT FLOW) 0 29. 822 .0 .1 1.5 6 0. 831 2.5 (DIRECT FLOW) 0 35. ^- _ Qao 841 551.9 (DIRECT FLOW) 1 45. 1 FCC u n�c SRE 842 83.8 (DIRECT FLOW) 0 35.- 843 534.4 (DIRECT FLOW) 1 45. 845 541.4 (DIRECT FLOW) 1 46. 846 541.7 (DIRECT FLOW) 1 45. 847 544.7 (DIRECT FLOW) 1 45. 848 541.4 .1 1.1 1 46. 898 5.0 (DIRECT FLOW) 0 14. I t 1 J ' .00( ) 5.00(D) .00( ) .47(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 13. 29.94 29.94 25.01 26.91 26.91 13.04 .23 13.34 .00 .00 .00( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( S 15. 28.85 28.85 23.92 25.73 25.73 11.86 .22 12.15 .00 .00 ' .00( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 17. 27.81 27.81 22.88 24.60 24.60 10.73 .21 - 11.02 .00 .00 ) 5.00(D) .00( ) .45(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 19. .00( 26.81 26.81 21.88 23.52 23.52 9.65 .20 9.93 .00 .00 .00( ) 5.00(D) .00( ) .45(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 21. 25.86 25.86 20.93 22.48 22.48 8.62 .19 8.89 .00 .00 .00( ) 5.00(D) .00( ) .44(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 23. 24.95 24.95 20.01 21.50 21.50 7.63 .18 7.89 .00 .00 .00( ) 5.00(D) .00( ) .44(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 25. 24.07 24.07 19.14 20.55 20.55 6.68 .17 6.94 .00 .00 ON ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ' S 27. 23.24 23.24 18.31 19.65 19.65 5.78 .16 6.04 .00 .00 .00( ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 29, 22.45 22.45 17,52 18,79 18,79 4.92 .15 5.17 "00 .00 .00( ) 5.00(D) .00( ) .42(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 31. 21.69 21.69 16.76 17.96 17.96 4.09 .14 4.34 .00 .00 .00( ) 5.00(D) .00( ) .42(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 33. 20..97 .00( ) 20.97 5.00(D) 16.04 .00( ) 17.18 .42(S) 17.18 14.000) 3.31 .00( ) .13 .00( ) 3.55 .00( .00 ) 1.47(S) .00 .00( 5 35. 20.28 20.28 15.35 16.43 16.43 2.56 .13 2.80 .00 .00 .00( ) 5.000) .00( ) .41(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 37. 19.62 19.62 14.69 15.71 15.71 1.84 .12 2.08 .00 .00 .00( ) 5.00(D) .00( ) .41(S) 14.00(0) .00( ) .00( ) .00( ) 1.47(S) .00( 5 39. 19.00 19.00 14.06 15.03 15.03 1.16 .11 1.39 .00 .00 .00( ) 5.00(D) .00( ) AO(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( S 41. 18.40 18.40 13.46 14.38 14.38 .51 .11 .73 .00 .00 ' .00( ). 5.00(D) .00( ) .40(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 43. 17.82 17.82 12.89 14.00 14.00 .07 .10 .23 .00 .00 .00( ) 5.00(D) .00( ) .40(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 45. 17.28 17.28 12.34 14.00 14.00 .01 .09 .16 .00 .00 .00( ) 5.00(D) .00( ) .39(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 47. 16.75 16.75 11.82 14.00 14.00 .01 .09 .15 .00 .00 .00( ) 5.00(D) .00( ) .39(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ' S 49. 16.25 16.25 11.32 14.00 14.00 .01 .08 .14 .00 .00 .00( ) 5.00(D) .00( ) .38(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 51. 15.78 15.78 10.85 14.00 14.00 .01 .07 .14 .00 .00 ) 5.00(D) .00( ) 37(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( '.00( S 53. 15.32 15.32 10.39 14.00 14.00 .01 .07 .13 .00 .00 .00( ) 5.00(D) .00( ) .36(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 55. 14.89 14.89 9.96 14.00 14.00 .01 .06 .12 .00 .00 00( ) 5.00(D) .00( ) 35(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( 5 57. 14.47 14.47 9.54 14.00 14.00 .01 .06 .12 .00 .00 .00( ) 5.00(D) .00( ) 34(S) 14.00(D) 00( ) .00( ) .00( ) 1.47(S) .00( 5 59, 14,07 14.07 9,14 14.00 14.00 .01 .05 .11 .00 .00 .00( ) 5.00(D) .00( ) .33(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( HE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC DURING THE SIMULATION. /ao=f� Ru,,lo� Vo�vME �SCILLLATIONS 301 334 848 I 11 899 14.0 (DIRECT FLOW) 0 29. ENDPROGRAM PROGRAM CALLED I ' APPENDIX C ' DESIGN/EVALUATION OF THE PARKING LOT DETENTION POND 1 [1 11 1 1 TIOPEMCopr1l61COPRl16-RPT NPD September 14. 1999 ANdERSON CONSUITINq ENCiiNEERS, INC Project Number Page Df Civil • Water Resources Environmental dr5tF 'M LL 0-1 f 3 er-Project By Date Subject Checked By Date --•+LV����1 �EVrcw�d�l_ os T-F� ��iL��.l� leT�i-�TIJ'now14...1'j j7,EZap �c � i 1{ `'�531> s� �Oe4a__ �� So-71'i� o.oc�o 0 50'71•� o.a�8 a.S 5� 77•a3 0.0 1-7 SoTt.zS o.o•F3 /.5 So?Z.4 n . a(,g 7Z.0 5a7Z Lo o . C>q - Z.-Zs r=Qari1 �541 M /-�1 CV-1'1�3T F� LC _'Fri70�'- 1� . OCJT !! (�joo - Z • ZJ 2 A-a-F'r ISO[ _fCc, = So7Zt}� a2 �w�Ga ��T�l = /•a f'T ANdEMN CONSUtTINq ENCiiINEERS, INC Project Number Pape Of Civil Water Resources Environmental CcFVIZ s-11- 0- Z 13 or -Project By Date I 19 Subject Checked By Date (A-0 Sl571.�1- � o•ac� 0•35 5011.5b ZL o. Dao 5�4-9.5 50"1-tm 7-992- ZC.iIl. 50-77-SO -19'iZ 0. 07 Z c�•t� r 5 5D'73.cD lay 57l o. I'1`i 5i-ycr3c Z.t�:�ti�t-izC3l� CJQ.U�"' �¢ar1 Pi3t�e�fC� nloet�-��n-4 a., Sa'1z.to sTyrac a�sertneac tl w G 6c, 71, 80 0.6 A � �-rz.z5 r.5 So�z. Jim 'Z. o 5o'72.Lo Z•35 �.. so-rr.�kt, •. Q'- c��s �l n o.. A4- second iteration, rectangular concrete outlet channel for the parking lot assume 0.85 feet wide, depth = 72.6 - 71.46 = 1.14 ft INPUT DATA: DISCHARGE 2.400000 CFS BOTTOM WIDTH 8.500000E-01 FT BED SLOPE = 2.860000E-03 FT/FT LT SIDE SLOPE = 0.000000E+00 ' RT SIDE SLOPE = 0.000000E+00 MANNINGS N = 1.500000E-02 RESULTS: NORMAL DEPTH = 1.160792 FT FLOW VELOCITY = 2.432542 FPS HYDR. DEPTH 1.160732 FT TOP WIDTH 8.500000E-01 FT FROUDE NUMBER = 3.978930E-01 SPECIFIC ENERGY= 1,252675 FT ' ' INPUT DATA: - DISCHARGE - 2.350000 CFS BOTTOM WIDTH = 8.500000E-01 FT BED SLOPE = 2.860000E-03 FT/FT 1 LT SIDE SLOPE = 0.000000E+00 RT SIDE SLOPE = 0.000000E+00 MANNINGS N = 1.500000E-02 RESULTS: ' NORMAL DEPTH FLOW VELOCITY = 1.140161 2.424734 FT FPS HYDR. DEPTH 1.140210 FT TOP WIDTH = 8.500000E-01 FT FROUDE NUMBER = 4.001693E-01 ' SPECIFIC ENERGY= 1.231555 FT ' INPUT DATA: DISCHARGE = 2,000010 CFS BOTTOM WIDTH 8.500000E-01 FT BED SLOPE 2.860000E-03 FT/FT LT SIDE SLOPE = 0.000000E+00 RT SIDE SLOPE = 0.000000E+00 ' MANNINGS N = 1.500000E-02 RESULTS: tNORMAL DEPTH = 9.957461E-01 FT FLOW VELOCITY = 2.362869 FPS HYDR. DEPTH = 9.957984E-01 FT TOP WIDTH = 8.500000E-01 FT FROUDE NUMBER = 4.172784E-01 SPECIFIC ENERGY= 1.082441 FT T=1L.0 ' oJ'TL.cTZ.nIM�- �.1ptLr7A"� TJG�T?� Tz�vLT'S i=a2 acrr-t_c-r rt-1-hSL;� �1 c p.O1�j �= e p.DOZ$L Fr'FT 4jt3Sll+ = D. 435 FT �hTur1 �uIS � N>�,3t INPUT DATA: DISCHARGE = 1.500000 CFS BOTTOM WIDTH = 8.500000E-01 FT BED SLOPE = 2.860000E-03 FT/FT LT SIDE SLOPE = 0.000000E+00 RT SIDE SLOPE = 0.000000E+00 MANNINGS N = 1.500000E-02 RESULTS: NORMAL DEPTH = 7.860307E-01 FT FLOW VELOCITY = 2.244936 FPS HYDR. DEPTH = 7.860829E-01 FT TOP WIDTH = 8.500000E-01 FT FROUDE NUMBER = 4.462126E-01 SPECIFIC ENERGY= 8.642875E-01 FT INPUT DATA: DISCHARGE = 1.000000 CFS BOTTOM WIDTH = 8.500000E-01 FT BED SLOPE = 2.860000E-03 FT/FT LT SIDE SLOPE = 0.000000E+00 RT SIDE SLOPE = 0.000000E+00 MANNINGS N = 1.500000E-02 RESULTS: NORMAL DEPTH = 5.696116E-01 FT FLOW VELOCITY = 2.065131 FPS HYDR. DEPTH = 5.696831E-01 FT TOP WIDTH = 8.500000E-01 FT FROUDE NUMBER = 4.821732E-0t SPECIFIC ENERGY= 6.358347E-01 FT INPUT DATA: DISCHARGE = 5.000000E-01 CFS BOTTOM WIDTH = 8.500000E-01 FT BED SLOPE = 2.860000E-03 FT/FT LT SIDE SLOPE = 0.000000E+00 RT SIDE SLOPE = 0.000000E+00 MANNINGS N = 1.500000E-02 RESULTS: NORMAL DEPTH = 3.379860E-01 FT FLOW VELOCITY = 1.740113 FPS HYDR. DEPTH = 3.380442E-01 FT TOP WIDTH = 8.500000E-01 FT FROUDE NUMBER = 5.274276E-01 SPECIFIC ENERGY= 3.850046E-01 FT ANdERSON CONSUITINCi ENCiINEERS, INC Project Number Pape Of Civil • Water Resources Environmental ch3lsR1IL- L+s 13 er-Project By Date v�L_ 9 Subject Checked By Date �alravO 3/S�nO �r LUJX-f 1=0y_- 5�- -�.�s �'Tzce�-_r�'c�2..41-1d. -D • 7-HE Z>F T ?ear�� ` �c�lh�L tr\L SF2�fc t�s a,.i^��R6tL4ti� 1PE`( Farms `rrtG i=owp ' `�= St�C�..r�ci�L �.[1LL bt�fF�• ��MiL_tci� Ta Il. E2a/�.- Q7e.=�Tt-'b �.SC_11�� 5T'R i�� ��Fr•, ri3UDi 0 5a73. � 44 So7Z• $!� -n 5v 7 z • �b $S 50-77-•(.-0 /01.5 6071-73 -- /05 507z--�-O /D7.7- tV-7-Z•1-0 /03.3 60-73•0 !l0 5t>73.5 �Azvt �Src_'cZ"��rRc-� Fizar� �'�1.5a-Yt.Lo� Ce szn �8 ? u7t- 5anz.'7g a %-m Ic r7 ` 1L--4---r- kt v.1G Sa�TN 3 Fz:z:,r, 7-46' RTinC�1IL� FI�I ^/PtilfTOw! C>F -T? 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I� er-Project By Date vV � /3 � 99 Subject Checked By Date 3�S�oo u-'J^ l F,-- fL -rr+ ��TOe_ Iz, � • �-hS ev�tiv�'^nw1 Mlh� C'a.�S�� 'T6 Crk�ic -r+}�- i..rr'�eh!/� a'-'RRnarl cF 1F- kfz4(•lrla LET C�ZPc� rG Zt� �'rzoVi�C A �+-lD�s� -CASC Carte �T on1 �iZ vISC� \+Lt�'+Ch+ 1 S Loi.J� tilom-� ' `rrF��`�tzs�l'^\.fR I \Jlw F�,riCTo� t-i�CH UKc A ti`�i2r /r\'i- �i�rrl Fto�,J \JmA a ls�cpl 2-vM,J(f-T-1a6 a•CZ.) 60n3,10 o.ol 5a77Z•1PL'� i • cx> 6o-77. 58 � Z°%i sta?c L q•Z 5a-7z Sz /3.Z So-)z.5z Z2.69 5o"IZ4_o Fczar� -n 4� A-rrA Ctt�'- H'i -ER -r-rt,- \jC-iZ FoR- -r7•+� /L1c�-yic �SFccc_r Ta �-++� ��� ��1b (i=rz��ac>U ea•ta,-na�ti aF r�z.9 aFs, A55vr�irLC1 }F� -�orSA �� FJ�L P�� n�a A-rr��v*-n vnl A A \j-,•Ft- aF 50-]3 3DFr �bUD, TtE D SCHATeCC o.X3F1 TrFi. w3ctr-fi -► `TZ-Ft; la.tl—Tlf'.TOti OF � /�Ci-� CVCTLT� Tl-�C /L�l7-�Fs- 1-C�4tL Fiaf 'tT4t?oa3r1 `T'7.4.= �'�r�1C-til/l�� r^P�l KC-�vCr 1� A \.ISCZ iT•{/cT ('S �uC rPTL`I F-�-rG+�=^2 "r.-IP<..i 'i�FE \JAw2'Nn.�56 �0.3 Fi�•tlShi�JD Roo1L UJI L&I Z —0 X I-- _j Lj V) C.) z 0 :3 IX in L) z > ILL, 0 0 LA Lr x W LJ X w Ix vi Z L, Lj W) L) V) aJ Cno . -j N + LLJ (n 00 4 00 r7 NNN in r, .11Lj o J N% C410 t > Lj 1 v 1 z 13 E w (A La CL L11. Z z z 0 00 LLJ< CL < LAJ i. it w in La C) LAJ —W ZWW 3: 3: owx LL) 0 En (n Lr5 z t LLJ �URRENT DATE: 03-07-2000 URRENT TIME: 18:49:23 FHWA CULVERT ANALYSIS HY-8, VERSION 6.0 FLOC: SSE-1ZEV.l_ST FILE DATE: 03-07-2000 FILE NAME: SIDE -REV C SITE DATA CULVERT SHAPE, MATERIAL, INLET U L I INLET OUTLET CULVERT I BARRELS V ELEV. ELEV. LENGTH SHAPE SPAN RISE MANNING INLET (ft) (ft) (ft) MATERIAL (ft) (ft) n TYPE �NO.I 1 1 71.10 71.00 50.00 I 1 RCP 0.01 0.01 .100 CONVENTIONAL 2� �3� 4 6� 41UMMARY OF CULVERT FLOWS (cfs) FILE: SIDE -REV DATE: 03-07-2000 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 72.60 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 72.76 5.0 0.0 0.0 0.0 0.0 0.0 0.0 4.95 20 10.0 0.0 0.0 0.0 0.0 0.0 0.0 9.91 12 '72.83 72.88 15.0 0.0 0.0 0.0 0.0 0.0 0.0 14.87 9 72.92 20.0 0.0 0.0 0.0 0.0 0.0 0.0 19.87 8 72.95 25.0 0.0 0.0 0.0 0.0 0.0 0.0 24.83 7 30.0 0.0 0.0 0.0 0.0 0.0 0.0 29.75 6 '72.99 73.02 35.0 0.0 0.0 0.0 0.0 0.0 0.0 34.79 6 73.05 40.0 0.0 0.0 0.0 0.0 0.0 0.0 39.65 5 73.07 45.0 0.0 0.0 0.0 0.0 0.0 0.0 44.67 5 50.0 0.0 0.0 0.0 0.0 0.0 0.0 49.71 5 '73.10 72.60 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OVERTOPPING SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: SIDE -REV DATE: 03-07-2000 ' HEAD ELEV (ft) HEAD ERROR (ft) TOTAL FLOW (cfs) FLOW ERROR (cfs) % FLOW ERROR 72.60 0.000 0.00 0.00 0.00 72.76 0.000 5.00 0.05 1.00 72.83 -0.001 10.00 0.09 0.90 ' 72.88 -0.001. 15.00 0.13 0.87 72.92 -0.001 20.00 0.13 0.65 72.95 -0.001 25.00 0.17 0.68 72.99 -0.001 30.00 0.25 0.83 ' 73.02 -0.001 35.00 0.21 0.60 73.05 -0.002 40.00 0.35 0.88 73.07 -0.002 45.00 0.33 0.73 73.10 -0.002 50.00 0.29 0.58 <1> TOLERANCE (ft) = 0.010 <2> TOLERANCE M = 1.000 C-tnL�R6r�leY �. ��V�"1 FaK THG � rc"i�tht-�n15 5l'2vY'T �nlC Derr' �61't=wTTiow� ,4 t•n i wll t�lfit_' 1 TPC s1iiE Ta \JSGti- = soi Z:l S s-t• � nr.CS� Q,ov I'JF(' rJ To e�,#TTa 2 �ntno.I ?o e^rt� = +;j'Z c rs e9/ i3 2 �RRENT DATE: 03-07-2000 FILE DATE: 03-07-2000 RRENT TIME: 18:49:23 FILE NAME: SIDE -REV . PERFORMANCE CURVE FOR CULVERT 1 - 1( 0.01 (ft) BY 0.01 (ft)) RCP DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TW FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (ft) (ft) (fps) (fps) 0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 '0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 0,00 72.60 0.00 1,50 0-NF 0.00 0.00 0.00 1.60 0,00 1,00 0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 '0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 0.00 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 0.00 , 72.60 0.00 1.50 0-NF 0.00 0.00 0.00 1.60 0.00 0.00 EL. inlet face invert 71.10 ft EL. outlet invert 71.00 ft EL. inlet throat invert O.00.ft EL. inlet crest 0.00 ft *** SITE DATA ***** CULVERT INVERT ************** INLET STATION 0.00 ft INLET ELEVATION 71.10 ft OUTLET STATION 50.00 ft OUTLET ELEVATION 71.00 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0020 CULVERT LENGTH ALONG SLOPE 50.00 ft **** CULVERT DATA SUMMARY ************************ BARREL SHAPE CIRCULAR BARREL DIAMETER 0.01 ft BARREL MATERIAL CONCRETE BARREL MANNING'S n 0.100 ' INLET TYPE INLET EDGE AND WALL CONVENTIONAL SQUARE EDGE WITH HEADWALL INLET DEPRESSION NONE [] (►3 3 tRRENT DATE: 03-07-2000 FILE DATE: 03-07-2000 RRENT TIME: 18:49:23 FILE NAME: SIDE -REV TAILWATER ' CONSTANT WATER SURFACE ELEVATION 72.60 ROADWAY OVERTOPPING DATA WEIR COEFFICIENT 2.80 EMBANKMENT TOP WIDTH 14.00 ft ***** USER DEFINED ROADWAY PROFILE CROSS-SECTION X Y ' COORD. NO. ft ft 1 0.00 73.36 2 44.00 72.86 ' 3 79.00 72.60 4 88.00 72.60 5 101.50 72.73 6 105.00 7 107.20 72.60 72.60 8 108.30 73.00 9 110.00 73.50 1 13 �URRENT DATE: 03-05-2000 URRENT TIME: 14:26:12 C U� L V �NO. 1� 2� �3� �4 5� 6 SITE DATA FILE DATE: 03-05-2000 FILE NAME: DRIV-REV FHWA CULVERT ANALYSIS HY-8, VERSION 6.0 CULVERT SHAPE, MATERIAL, INLET FLc = -lzQCV -RC\1. LbT �c�3r3..1e`I 5awvn-y Fveatn T-1-C ST>i�Hc�S 5T2G�T t�4SzW �.Id Lcsr�J-n'oi-1 INLET OUTLET CULVERT BARRELS ELEV. ELEV. LENGTH SHAPE SPAN RISE MANNING INLET (ft) (ft) (ft) MATERIAL (ft) (ft) n TYPE 71.10 71.00 50.00 1 RCP 0.01 0.01 .100 CONVENTIONAL r i,1 i m r-j. �- --p UMMARY OF CULVERT FLOWS (cfs) FILE: DRIV-REV DATE: 03-05-2000 �LEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 72.52 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 72.74 5.0 0.0 0.0 0.0 0.0 0.0 0.0 4.97 8 '72.85 72.95 10.0 15.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.90 5 14.95 5 73.03 20.0 0.0 0.0 0.0 0.0 0.0 0.0 19.88 4 73.11 25.0 0.0 0.0 0.0 0.0 0.0 0.0 24.90 4 30.0 0.0 0.0 0.0 0.0 0.0 0.0 29.93 4 '73.18 73.25 35.0 0.0 0.0 0.0 0.0 0.0 0.0 34.73 3 73.32 40.0 0.0 0.0 0.0 0.0 0.0 0.0 39.72 3 �-� -R��,wj 73.38 45.0 0.0 0.0 0.0 0.0 0.0 0.0 44.75 3 50.0 0.0 0.0 0.0 0.0 0.0 0.0 49.77 3 '73.44 tsct = 6a13.35 Fr r16VD 72.52 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OVERTOPPING @ CZL1J = Gjc;-) Pr pl\gvl� SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: DRIV-REV DATE: 03-05-2000 or - Q HEAD HEAD TOTAL FLOW % FLOW ELEV (ft) ERROR (ft) FLOW (cfs) ERROR (cfs) ERROR 72.52 0.000 0.00 0.00 0.00 72.74 -0.001 5.00 0.03 0.60 72.85 -0.004 10.00 0.10 1.00 ' 72.95 -0.002 15.00 0.05 0.33 73.03 -0.005 20.00 0.12 0.60 73.11 -0.004 25.00 0.10 0.40 73.18 -0.003 30.00 0.07 0.23 73.25 -0.003 35.00 0.27 0.77 73.32 -0.003 40.00 0.28 0.70 73.38 -0.003 45.00 0.25 0,56 ' 73.44 -0.002 50.00 0.23 0.46 <1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (%) = 1.000 1 13 2 �RRENT DATE: 03-05-2000 FILE DATE: 03-05-2000 RRENT TIME: 14:26:12 FILE NAME: DRIV-REV . PERFORMANCE CURVE FOR CULVERT 1 - 1( 0.01 (ft) BY 0.01 (ft)) RCP DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TW FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (ft) (ft) (fps) (fps) '0,00 72.52 0.00 1.42 0-NI 0.00 0,00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 0.00 72.52 0.00 1.42 O-NF 0.00 0.00 0.00 1.52 0.00 0.00 EL. inlet face invert 71.10 ft El. outlet invert 71.00 ft El. inlet throat invert 0.00 ft EL, inlet crest 0.00 ft *** SITE DATA ***** CULVERT INVERT ************** INLET STATION 0.00 ft INLET ELEVATION 71.10 ft OUTLET STATION 50.00 ft OUTLET ELEVATION 71.00 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0020 ' CULVERT LENGTH ALONG SLOPE 50.00 ft ***** CULVERT DATA SUMMARY ************************ BARREL SHAPE CIRCULAR BARREL DIAMETER 0.01 ft BARREL MATERIAL CONCRETE BARREL MANNING'S n 0.100 INLET TYPE CONVENTIONAL ' INLET EDGE AND WALL SQUARE EDGE WITH HEADWALL INLET DEPRESSION NONE 1 3 I1�.0_1 13 �RRENT DATE: 03-05-2000 RRENT TIME: 14:26:12 FILE DATE: 03-05-2000 FILE NAME: DRIV-REV TAILWATER ' CONSTANT WATER SURFACE ELEVATION 72.52 ROADWAY OVERTOPPING DATA WEIR COEFFICIENT 2.60 EMBANKMENT TOP WIDTH 14.00 ft ***** USER DEFINED ROADWAY PROFILE CROSS-SECTION X Y ' COORD. NO. ft ft 1 0.00 73.10 2 0.01 72.60 ' 3 1.00 72.58 4 9.20 72.52 5 13.20 72.52 6 21.70 72.58 7 22.69 72.60 8 22.70 73.10 1 11 11 I 1 1 n 1 1 APPENDIX D 1 1 HYDROLOGIC ANALYSES OF PROPOSED CONDITIONS 1 1 1 1 1 1 'J 1 1 1 1 TIOPEMCoprl 161COPR 116-RPT. WPD September 14. 1999 I 1 1 1 1 1 APPENDIX D.1 1 BACKGROUND DOCUMENTATION 1 AND MODSWMM MODELING DETAILS, PROPOSED CONDITIONS 1 C 1 1 1 1 1 1 1 i 1 T..-IOPEMCopr1161COPR116-RPTWPD September 14. 1999 ANdERSON CONSUITINCi* ENC�INEERS, INC Project Number Pape Of Civil • Water Resources Environmental d�r�rztlC- >1 er-Project By Date /' It,99 Subject Checked By Date SST-Ic�lS �-eon-ram{ r.-IeIu.JC �T ���oslC C ,rl.u�� �/tEill6QpV►1•a SnFI,7>�i A_:L�> ^" LET `r+i:. cv ti' Tti'c TzL�,ors �i can. 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IS Reavee a 8Y LeR� 12uwioF-F C—wtT- ,ko' T}Fc 7Ziw-�Drj `fsZzit. � D. ISO PC, FT . (SI� `het,' -f Lx--5 --r t EXl^ r 4,g-) MOUNTAIN VIEW mw i t �` • fie' L.='_ v - • i FAM ����� ; • �� Jill SCALE: 1 1 :. WAM r : � ■ice . �, Y 1 I_ �I��� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 601 401 501 11 11 602 2 40 502 1 301 101 603 3 403 503 7 404 604 504 On —sits (North) 37 137 e2t 38 38 � PeefeMloro d. n Pond 40 41 138 tnf Detention Pond 39 39 139 40 141 42 830 47 Off—.D. (No wee+) 242 a LEGEND as2 eat eoa 33 33 34 36 4 43 te (West) eStreet Flow on eat O SUBBASIN Laporte Avenue L South Detention Pend CONVEYANCE101 32 34 3 3 405 605 136 43 46 246 7 eae a O W 820 ELEMENT 505 0 an—eu. +� (San 04 NODE 31 31 43 i (South) (South) 00 DIVERSION 30 30 45 ;lY". 0 805 803 ;8991 Apt NODE q� l Dbm14a ____________ _____� . Storm Sewer °98 e00) Junction Bow 10 INFLOW C oi 406 606 143 245 145 to in. c�P P, at Impala Drive HYDROGRAPH apt DETENTION 506 407 607 POND 35 44 507 56 0 Figure D.2. Proposed Condition Model Schematic Y APPENDIX D.2 MODSWMM INPUT AND OUTPUT FOR THE 10-YEAR EVENT, PROPOSED CONDITIONS T IOPEMCopr l 161 COPR 116-RPT. WPD September 14, 1999 ' 2 1 1 2 3 4 �ATERSHED 0 ROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 0-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG 360 0000 1. 1 1. 1 24 5. .49 .56 .65 1.09 1.39 2.69 4.87 2.02 1.21 .71 .60 .52 .39 .37 .35 .34 .32 .31 .30 .29 .28 .27 .26 .25 2 .016 .25 .1 .3 .51 .50 .0018 BEGIN CENTRAL FLOW PATH 1 1 301 1000 60.0 5. .023 1 2 402 1300 37.8 5. .018 '1 3 403 750 7.7 30. .061 1 7 404 1500 22.8 10. .044 1 11 11 1340 51.3 5. .014 BEGIN SOUTHERN FLOW PATH 1 30 30 6700157.8 20. .200 1 31 31 3100 62.1 20 .250 1 32 234 2570 53.6 20. .350 1 33 33 2700103.7 20. .150 COLLEGE LAKE 1 34 23423170 85.6 95. .150 1 35 406 3800 84.3 20. .025 1 36 134 5600 53.7 10. .039 1 37 137 1750 14.4 30. .379 1 38 38 5900 77.1 10. .070 1 39 39 1950 33.2 10. .073 1 40 40 6400104.6 10. .038 1 41 141 1550 25.0 5. .020 1 42 242 3000 33.2 5. .013 1 43 243 4300 83.5 5. .005 1 56 407 700 4.1 40. .016 1 44 245 3850 36.9 15. .069 1 45 245 3600 53.8 30. .011 1 46 246 1400 12.8 25. .021 1 47 842 2000 18.9 25. .019 BEGIN PR-1 SITE 1 805 846 794. 3.7 38.0.0160 '1 803 843 697. 5.6 80.0.0157 1 820 843 890. 4.6 86.0.0320 1 804 841 280. 6.4 91.0.0075 '1 809 841 260, 1.5 45.0.0390 1 821 822 590. 5.43 74.0.0110 1 830 831 300. 0.64 90.0.0050 0 7 2 805 803 820 804 809 821 830 * BEGIN CENTRAL FLOW PATH 301 101 10 2 1. ' 0.00 0.0 0.30 0.0 1.74 0.0 2.32 0.7 2.90 4.2 3.47 12.2 4.05 26.4 4.63 47.8 5.20 77.7 6.07 140.9 101 402 1 0. 620. .015 85. 20. .060 2.0 602 402 502 3 3 1. 0.0 0.0 60.0 0.0 2000.0 1940.0 502 602 403 3 3 1, 1. 603 403 503 3 3 1. 0.0 0.0 70.0 0.0 2000.0 1930.0 503 404 3 1. 603 3 1. 604 404 504 3 3 1. 0.0 0.0 50.0 0.0 2000.0 1950.0 r acne 5truz- ' 504 242 3 1. 604 3 1. BEGIN SOUTHERN FLOW PATH 30 234 1 3. 2300. .074 4. 31 234 1 3. 1550. .116 6. 33 234 1 5 1400. .011 2. ' 234 334 3 1. 334 134 9 2 1. 0.00 0.0 18.64 5.2 37.28 74.55 53.8 93.75 78.7 112.95 ' 151.34 176.7 134 405 4 10. 1500. .021 10. 50. 1500. .021 100. 137 38 1 5 2000. .018 4. ' 38 138, 4 3. 2500. .011 6. 30. 2500. .011 100. 138 141 4 2. 800. .014 2. ' 6. 800. .014 2. 141 242 1 0. 1900. .011 100. 39 139 1 1. 1050. .024 2. 139 40 1 1. 1550. .015 15. ' 40 242 1 10. 1400. .009 100. 242 142 3 1. 142 405 4 10. 1900. .0003 2.5 30. 1900. .0003 2.5 ' 605 405 505 3 3 1. 0.0 0.0 100.0 0.0 2000.0 505 406 3 1. 605 136 3 1. 136 243 1 25. 950. .008 100. 606 406 506 3 3 1. 0.0 0.0 120.0 0.0 2000.0 506 407 3 1, 606 243 3 1. 243 43 3 1. 43 143 4 10. 1400. .006 5. 50. 1400. .006 100. 143 245 1 5. 1650. .007 100. 607 407 507 3 3 1. 0.0 0.0 140.0 0.0 2000.0 ' 507 3 1. 607 245 3 1. 245 145 3 1. 145 246 4 7, 2250. 005 15, 107. 2250. .005 100. 246 847 3 1. * BEGIN THE PR-1 SITE ' 898 847 846 3 3 1. 0.0 0.0 5.0 5.0 500.0 846 848 3 1. 848 845 10 2 .1 10. .0010 0.0 ' 0.0 0.0 0.01 1.5 0.08 0.27 14. 0.40 14. 0.60 0.89 234. 0.98 353. 899 845 843 3 3 1. ' 0.0 0.0 14.0 14.0 500.0 843 841 3 1. 842 841 3 1. ' 841 3 1. 822 2 2 .1 10. .0010 0.0 0.0 0.0 500.0 0.0 831 841 6 2 .1 10. .0010 0.0 ' 0.0 0.0 0.008 0.5 0.017 0.068 2.0 0.094 2.35 898 800 3 1. 899 800 3 1. 5. .040 5.0 2. .040 10.0 4. .045 10.0 16.7 55.91 33.1 107.5 132.14 140.2 10. .040 2.0 100. .060 2.0 6. .040 6.0 7. .040 2.0 100. .060 3.0 2. .040 2.0 50. .060 4.0 100. .060 2.0 2. .040 3.0 10. .060 2.0 100. .060 2.0 2.5 .030 4.0 100. .060 7.0 1900.0 60. .060 4.0 1880.0 5. .045 4.0 15. .060 5.0 15. .050 6.0 1860.0 10. .050 4.0 50. .060 5.0 5.0 0.0 .100 .10 6.7 0.14 13. 56. 0.81 134. 14.0 0.0 .100 .10 0.0 .100 .10 1.0 0.043 1.5 ' 800 3 1. 0 10 2 46 847 846 848 845 W 842 841 822 831 ENDPROGRAM r n t •'i�ro'�oes� �,.ia�ns S�1Mr1 F=c- -n+E ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 �ncLz+ -FLA,R %.e— - _y 1-r�ilrnr3s S��c DEVELOPED BY METCALF + EDDY, INC. muc-!o'rT- ' UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) ' HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) APE OR DISK ASSIGNMENTS JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 .NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 IATERSHED PROGRAM CALLED ** ENTRY MADE TO RUNOFF MODEL *** PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE 94; LA, 4/98) 10-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG NUMBER OF TIME STEPS 360 INTEGRATION TIME INTERVAL (MINUTES) 1.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 49 .56 .65 1.09 1.39 60 .52 .39 .37 .35 28 .27 .26 .25 2.69 4.87 2.02 1.21 .34 .32 .31 .30 PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 10-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG 71 29 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 1 301 1000.0 60.0 5.0 .0230 .016 .250 .100 .300 .51 .50 .00180 1 2 402 1300.0 37.8 5.0 .0180 .016 .250 .100 .300 .51 .50 .00180 1 3 403 750.0 7.7 30.0 .0610 .016 .250 .100 .300 .51 .50 .00180 1 7 404 1500.0 22.8 10.0 .0440 .016 .250 .100 .300 .51 .50 .00180 1 11 11 1340.0 51.3 5.0 .0140 .016 .250 .100 .300 .51 .50 .00180 1 30 30 6700.0 157.8 20.0 .2000 .016 .250 .100 .300 .51 .50 .00180 1 31 31 3100.0 62.1 20.0 .2500 .016 .250 .100 .300 .51 .50 .00180 1 32 234 2570.0 53.6 20.0 .3500 .016 .250 .100 .300 .51 .50 .00180 1 33 33 2700.0 103.7 20.0 .1500 .016 .250 .100 .300 .51 .50 .00180 1 34 234 23170.0 85.6 95.0 .1500 .016 .250 .100 .300 .51 .50 .00180 1 35 406 3800.0 84.3 20.0 .0250 .016 .250 .100 .300 .51 .50 .00180 1 36 134 5600.0 53.7 10.0 .0390 .016 .250 .100 .300 .51 .50 .00180 1 37 137 1750.0 14.4 30.0 .3790 .016 .250 .100 .300 .51 .50 .00180 1 38 38 5900.0 77.1 10.0 .0700 .016 .250 .100 .300 .51 .50 .00180 1 39 39 1950.0 33.2 10.0 .0730 .016 .250 .100 .300 .51 .50 .00180 1 40 40 6400.0 104.6 10.0 .0380 .016 .250 .100 .300 .51 .50 .00180 1 41 141 1550.0 25.0 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 42 242 3000.0 33.2 5.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 43 243 4300.0 83.5 .5.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 56 407 700.0 4.1 40.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 44 245 3850.0 36.9 15.0 .0690 .016 .250 .100 .300 .51 .50 .00180 1 45 245 3600.0 53.8 30.0 .0110 .016 .250 .100 .300 .51 .50 .00180 1 46 246 1400.0 12.8 25.0 .0210 .016 .250 .100 .300 .51 .50 .00180 1 47 842 2000.0 18.9 25.0 .0190 .016 .250 .100 .300 .51 .50 .00180 1 805 846 794.0 3.7 38.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 803 843 697.0 5.6 80.0 .0157 .016 .250 .100 .300 .51 .50 .00180 1 820 843 890.0 4.6 86.0 .0320 .016 .250 .100 .300 .51 .50 .00180 1 804 841 280.0 6.4 91.0 .0075 .016 .250 .100 .300 .51 .50 .00180 1 809 841 260.0 1.5 45.0 .0390 .016 .250 .100 .300 .51 .50 .00180 1 821 822 590.0 5.4 74.0 .0110 .016 .250 .100 .300 .51' .50 .00180 1 830 831 300.0 .6 90.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 31 TOTAL TRIBUTARY AREA (ACRES), 1305.77 PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE 94; LA, 4/98) 10-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG �YDROGRAPHS ARE LISTED FOR THE FOLLOWING 7 SUBCATCHMENTS AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 805 803 820 804 809 821 830 '0 1. .0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 0 7. 0 .0 .0 .0 .0 .0 0 9. .0 .0 .0 .0 .0 .0 .0 .0 0 11. .0 .0 .0 .0 .0 .0 .0 0 13. .1 .1 .2 .0 .1 .1 .0 0 15. .4 .5 .8 .1 .2 .3 .1 0 17. .9 1.2 1.8 .4 .4 .9 .3 0 19. 1.3 2.1 2.9 .8 .6 1.6 .4 0 21. 1.5 3.0 3.7 1.3 .7 2.4 .5 23. 1.8 4.0 4.6 1.9 .9 3.2 .7 '0 0 25. 1.9 4.8 5.1 2.6 .9 3.9 .7 0 27. 3.0 7.1 7.6 3.9 1.5 5.8 1.1 0 29. 3.6 9.1 9.4 5.6 1.7 7.6 1.4 0 31. 4.6 11.8 12.0 7.8 2.2 9.9 1.7 0 33. 7.1 17.3 17.8 11.7 3.4 14.5 2.5 0 35. 8.3 20.7 20.3 15.4 4.0 17.6 2.9 '0 0 37, 39. 6.0 5.3 17.0 13.9 14.4 11.2 15.6 15.0 2.9 2.5 15.1 12.7 2.1 1.6 0 41. 4.9 11.9 9.3 14.2 2.3 11.1 1.3 0 43. 4.2 9.7 7.2 12.9 1.9 9.1 1.0 45. 3.9 8.4 6.3 11.8 1.7 8.0 .9 '0 0 47. 3.3 7.0 5.0 10.6 1.4 6.8 .7 0 49. 2.9 5.9 4.1 9.5 1.2 5.8 .6 0 51. 2.7 5.1 3.6 8.6 1.1 5.1 .5 0 53. 2.4 4.5 3.1 7.7 1.0 4.5 .4 0 55. 2.2 4.1 2.9 7.1 .9 4.1 .4 0 57. 2.0 3.7 2.6 6.5 .8 3.7 .4 0 59, 1.9 3.4 2.5 6.0 .8 3.4 .4 1 1. 1.7 3.1 2.3 5.5 .7 3.2 .3 1 3. 1.6 2.8 2.0 5.1 .6 2.9 .3 1 5. 1.4 2.6 1.9 4.7 .6 2.6 .3 1 7. 1.3 2.4 1.8 4.4 .5 2.5 .3 '1 9. 1.3 2.3 1.7 4.1 .5 2.3 .2 1 11. 1.2 2.2 1.6 3.9 .5 2.2 .2 1 13. 1.1 2.0 1.5 3.6 .4 2.1 .2 15. 1.1 2.0 1.5 3.5 .4 2.0 .2 '1 1 17. 1.0 1.9 1.5 3.3 .4 1.9 .2 1 19. 1.0 1.8 1.4 3.1 .4 1.8 .2 1 21. .9 1.8 1.4 3.0 .4 1.8 .2 23. .9 1.7 1.4 2.9 .4 1.7 .2 '1 1 25. .9 1.7 1.3 2.8 .3 1.7 .2 1 27. .8 1.6 1.3 2.7 .3 1.6 .2 1 29. .8 1.6 1.3 2.6 .3 1.6 .2 '1 31. .8 1.6 1.3 2.5 .3 1.5 .2 1 33. .7 1.5 1.3 2.4 .3 1.5 .2 1 35. .7 1.5 1.2 2.4 .3 1.5 .2 37. .7 1.5 1.2 2.3 .3 1.4 .2 '1 1 39. .7 1.5 1.2 2.2 .3 1.4 .2 1 41. .7 1.4 1.2 2.2 .3 1.4 .2 1 43. .6 1.4 1.2 2.1 .3 1.4 .2 1 45. .6 1.4 1.2 2.1 .3 1.3 .2 1 47. .6 1.4 1.1 2.0 .2 1.3 .2 1 49. .6 1.3 1.1 2.0 .2 1.3 .2 1 51. .6 1.3 1.1 2.0 .2 1.3 .2 1 53. .6 1.3 1.1 1.9 .2 1.2 .2 1 55. .6 1.3 1.1 1.9 .2 1.2 .2 1 57. .5 1.3 1.1 1.8 .2 1.2 .2 1 59. .5 1.2 1.0 1.8 .2 1.2 .2 2 1. .5 1.2 .9 1.7 .2 1.1 .1 2 3. .3 .9 .7 1.6 .1 .9 .1 2 5. .3 .8 .5 1.4 .1 .8 .1 2 7. .2 .6 .4 1.3 .1 .7 .1 2 9. .2 .5 .3 1.2 .1 .6 .0 2 11. .2 .5 .2 1.1 .1 .5 .0 2 13. .2 .4 .2 1.0 .0 .4 .0 2 15. .1 .3 .2 .9 .0 .4 .0 2 17. .1 .3 .1 .9 .0 .3 .0 2 19. .1 .3 .1 .8 .0 .3 .0 2 21. .1 .2 .1 .8 .0 .3 .0 2 23. .1 .2 .1 .7 .0 .3 .0 2 25. .1 .2 .1 .7 .0 .2 .0 2 27. .1 .2 .1 .6 .0 .2 .0 2 29. .1 .1 .1 .6 .0 .2 .0 2 31. .1 .1 .1 .5 .0 .2 .0 2 33. .1 .1 .0 .5 .0 .2 .0 2 35. .1 .1 .0 .5 .0 .1 .0 2 37. .1 .1 .0 .5 .0 .1 .0 2 39. .1 .1 .0 .4 .0 .1 .0 2 41. .1 .1 .0 .4 .0 .1 .0 2 43. .0 .1 .0 .4 .0 .1 .0 2 45. .0 .1 .0 .4 .0 .1 .0 2 47. .0 .1 .0 .3 .0 .1 .0 2 49. .0 .1 .0 .3 .0 .1 .0 " 2 51. .0 .1 .0 .3 .0 .1 .0 2 53. .0 .1 .0 .3 .0 .1 .0 2 55. .0 .0 .0 .3 .0 .1 .0 2 57. .0 .0 .0 .3 .0 .1 .0 2 59. .0 .0 .0 .3 .0 .1 .0 3 1. .0 .0 .0 .2 .0 .1 .0 3 3. .0 .0 .0 .2 .0 .1 .0 3 5. .0 .0 .0 .2 .0 .1 .0 3 7. .0 .0 .0 .2 .0 .0 .0 3 9. .0 .0 .0 .2 .0 .0 .0 3 11. .0 .0 .0 .2 .0 .0 .0 3 13. .0 .0 .0 .2 .0 .0 .0 3 15. .0 .0 .0 .2 .0 .0 .0 3 17. .0 .0 .0 .2 .0 .0 .0 3 19. .0 .0 .0 .2 .0 .0 .0 3 21. .0 .0 .0 .2 .0 .0 .0 3 23. .0 .0 .0 .2 .0 .0 .0 3 25. .0 .0 .0 .1 .0 .0 .0 3 27. .0 .0 .0 .1 .0 .0 .0 3 29. .0 .0 .0 .1 .0 .0 .0 3 31. .0 .0 .0 .1 .0 .0 .0 3 33. .0 .0 .0 .1 .0 .0 .0 3 35. .0 .0 .0 .1 .0 .0 .0 3 37. .0 .0 .0 .1 .0 .0 .0 3 39. .0 .0 .0 .1 .0 .0 .0 3 41. .0 .0 .0 .1 .0 .0 .0 3 43. .0 .0 .0 .1 .0 .0 .0 3 45. .0 .0 .0 .1 .0 .0 .0 3 47. .0 .0 .0 .1 .0 .0 .0 3 49. .0 .0 .0 .1 .0 .0 .0 3 51. .0 .0 .0 .1 .0 .0 .0 3 53. .0 .0 .0 .1 .0 .0 .0 3 55. .0 .0 .0 .1 .0 .0 .0 3 57. .0 .0 .0 .1 .0 .0 .0 3 59. .0 .0 .0 .1 .0 .0 .0 4 1. .0 .0 .0 .1 .0 .0 .0 4 3. .0 .0 .0 .1 .0 .0 .0 , - 4 5. .0 .0 .0 .1 .0 .0 .0 4 7. .0 .0 .0 .1 .0 .0 .0 4 9. .0 .0 .0 .1 .0 .0 .0 4 11. .0 .0 .0 .1 .0 .0 .0 4 13. .0 .0 .0 .1 .0 .0 .0 4 15. .0 .0 .0 .1 .0 .0 .0 4 17. .0 .0 .0 .1 .0 .0 .0 4 19. .0 .0 .0 .1 .0 .0 .0 4 21. .0 .0 .0 .1 .0 .0 .0 4 23. .0 .0 .0 .1 .0 .0 .0 '4 25. .0 .0 .0 .1 .0 .0 .0 4 27. .0 .0 .0 .1 .0 .0 .0 4 29. .0 .0 .0 .1 .0 .0 .0 4 31. 0 0 .0 .1 .0 .0 .0 4 33. .0 .0 .0 .1 .0 .0 .0 4 35. .0 .0 .0 .1 .0 .0 .0 4 37. .0 .0 .0 .0 .0 .0 .0 4 39. .0 .0 .0 .0 .0 .0 .0 4 41. .0 .0 .0 .0 .0 .0 .0 4 43. .0 .0 .0 .0 .0 .0 .0 4 45. .0 .0 .0 .0 .0 .0 .0 4 47. .0 .0 .0 .0 .0 .0 .0 4 49. .0 .0 .0 .0 .0 .0 .0 4 51. .0 .0 .0 .0 .0 .0 .0 4 53. 0 0 0 .O .0 .0 .0 4 55. .0 .0 .0 .0 .0 .0 .0 4 57. .0 .0 .0 .0 .0 .0 .0 4 59. .0 .0 .0 .0 .0 .0 .0 5 1. .0 .0 .0 .0 .0 .0 .0 5 3. .0 .0 .0 .0 .0 .0 .0 5 5. .0 .0 .0 .0 .0 .0 .0 5 7. .0 .0 .0 .0 .0 .0 .0 5 9. .0 .0 .0 .0 .0 .0 .0 5 11. .0 .0 .0 .0 .0 .0 .0 5 13. .0 .0 .0 .0 .0 .0 .0 5 15. .0 .0 .0 .0 .0 .0 .0 5 17. .0 .0 .0 .0 .0 .0 .0 5 19. .0 .0 .0 .0 .0 .0 .0 5 21. .0 .0 .0 .0 .0 .0 .0 5 23. 0 .0 .0 .0 .0 .0 .0 5 25. .0 .0 .0 .0 .0 .0 .0 5 27. 0 .0 .0 .0 .0 .0 .0 5 29. .0 .0 .0 .0 .0 .0 .0 31. .0 .0 .0 .0 .0 .0 .0 '5 S 33. .0 .0 .0 .0 .0 .0 .0 5 35. .0 .0 .0 .0 .0 .0 .0 5 37. .0 .0 .0 .0 .0 .0 .0 5 39. .0 .0 .0 .0 .0 .0 .0 5 41. .0 .0 .0 .0 .0 .0 .0 5 43. .0 .0 .0 .0 .0 .0 .0 5 45. .0 .0 .0 .0 .0 .0 .0 1 5 47. .0 .0 .0 .0 .0 .0 .0 5 49. .0 .0 .0 .0 .0 .0 .0 5 51. .0 .0 .0 .0 .0 .0 .0 5 53, 0 0 .0 .0 .0 .0 .0 5 55. .0 .0 .0 .0 .0 .0 .0 5 57. .0 .0 .0 .0 .0 .0 .0 5 59. .0 .0 .0 .0 .0 .0 .0 PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 1 0-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 1305.770 TOTAL RAINFALL (INCHES) 1.711 TOTAL INFILTRATION (INCHES) .718 TOTAL WATERSHED OUTFLOW (INCHES) .706 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .287 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 n PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) �ROP 0-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK MBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) t01 101 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 1.7 .0 2.3 .7 2.9 4.2 3.5 12.2 4.0 26.4 4.6 47.8 5.2 77.7 6.1 140.9 101 402 0 1 CHANNEL .0 620. .0150 85.0 20.0 .060 2.00 0 402 502 3 3 .0 1. .0010 .0 .0 .001 10.00 602 DIVERSION TO GUTTER NUMBER 602 - TOTAL O VS DIVERTED O IN CFS .0 .0 60.0 .0 2000.0 1940.0 502 403 0 3 .0 1. .0010 .0 .0 .001 10.00 0 602 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 403 503 3 3 .0 1. .0010 .0 .0 .001 10.00 603 DIVERSION TO GUTTER NUMBER 603 - TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 70.0 .0 2000.0 1930.0 503 404 0 3 .0 1. .0010 .0 .0 .001 10.00 0 603 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 404 504 3 3 .0 1. .0010 .0 .0 .001 10.00 604 DIVERSION TO GUTTER NUMBER 604 - TOTAL O VS DIVERTED O IN CFS .0 .0 50.0 .0 2000.0 1950.0 504 1 242 0 3 .0 1. .0010 .0 .0 .001 10.00 0 604 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 30 234 0 1 CHANNEL 3.0 2300. .0740 4.0 5.0 .040 5.00 0 31 234 0 1 CHANNEL 3.0 1550. .1160 6.0 2.0 .040 10.00 0 33 234 0 1 CHANNEL 5.0 1400. .0110 2.0 4.0 .045 10.00 0 234 334 0 3 .0 1. .0010 .0 .0 .001 10.00 0 334 134 9 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 18.6 5.2 37.3 16.7 55.9 33.1 74.5 53.8 93.8 78.7 113.0 107.5 132.1 140.2 151.3 176.7 134 405 0 4 CHANNEL 10.0 1500. 0210 10.0 10.0 .040 2.00 0 OVERFLOW 50.0 1500. .0210 100.0 100.0 .060 2.00 137 38 0 1 CHANNEL 5.0 2000. .0180 4.0 6.0 .040 6.00 0 38 138 0 4 CHANNEL 3.0 2500. .0110 6.0 7.0 .040 2.00 0 OVERFLOW 30.0 2500. .0110 100.0 100.0 .060 3.00 138 141 0 4 CHANNEL 2.0 800. .0140 2.0 2.0 .040 2.00 0 OVERFLOW 6.0 800. .0140 2.0 50.0 .060 4.00 141 242 0 1 CHANNEL .0 1900. .0110 100.0 100.0 .060 2.00 0 39 139 0 1 CHANNEL 1.0 1050. .0240 2.0 2.0 .040 3.00 0 139 40 0 1 CHANNEL 1.0 1550. .0150 15.0 10.0 .060 2.00 0 40 242 0 1 CHANNEL 10.0 1400. .0090 100.0 100.0 .060 2.00 0 242 142 0 3 .0 1. .0010 .0 .0 .001 10.00 0 �142 405 0 4 CHANNEL 10.0 1900. .0003 2.5 2.5 .030 4.00 0 OVERFLOW 30.0 1900. .0003 2.5 100.0 .060 7.00 405 505 3 3 .0 1. .0010 .0 .0 .001 10.00 605 DIVERSION TO GUTTER NUMBER 605 - TOTAL O VS DIVERTED O IN CFS .0 .0 100.0 .0 2000.0 1900.0 505 406 0 3 .0 1. .0010 .0 .0 .001 10.00 0 605 136 0 3 .0 1. .0010 .0 .0 .001 10.00 0 243 0 1 CHANNEL 25.0 950. .0080 100.0 60.0 .060 4.00 0 �136 406 506 3 3 .0 1. .0010 .0 .0 .001 10.00 606 DIVERSION TO GUTTER NUMBER 606 - TOTAL O VS DIVERTED Q IN CFS .0 .0 120.0 .0 2000.0 1880.0 407 0 3 .0 1. .0010 .0 .0 .001 10.00 0 '506 606 243 0 3 .0 1. .0010 .0 .0 .001 10.00 0 243 43 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 43 143 0 4 CHANNEL 10.0 1400. .0060 5.0 5.0 .045 4.00 0 OVERFLOW 50.0 1400. .0060 100.0 15.0 .060 143 245 0 1 CHANNEL 5.0 1650. .0070 100.0 15.0 .050 407 507 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 607 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 140.0 .0 2000.0 1860.0 507 0 0 3 .0 1. .0010 .0 .0 .001 607 245 0 3 .0 1. .0010 .0 .0 .001 245 145 0 3 .0 1. .0010 .0 .0 .001 145 246 0 4 CHANNEL 7.0 2250. .0050 15.0 10.0 .050 OVERFLOW 107.0 2250. .0050 100.0 50.0 .060 246 847 0 3 .0 1. .0010 .0 .0 .001 847 846 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 898 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 5.0 5.0 500.0 5.0 846 848 0 3 .0 1. .0010 .0 .0 .001 848 845 10 2 PIPE .1 10. .0010 .0 .0 .100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.5 .1 6.7 .1 13.0 .3 14.0 .6 56.0 .8 134.0 .9 234.0 1.0 353.0 845 843 3 3 .0 1. .0010 .0 .0 .001 DIVERSION TO GUTTER NUMBER 899 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 14.0 14.0 500.0 14.0 843 841 0 3 .0 1. .0010 .0 .0 .001 842 841 0 3 .0 1. .0010 .0 .0 .001 841 0 0 3 .0 1. .0010 .0 .0 .001 822 0 2 2 PIPE .1 10. .0010 .0 .0 .100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 500.0 .0 831 841 6 2 PIPE .1 10. .0010 .0 .0 .100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .5 .0 1.0 .0 1.5 .1 2.0 898 800 0 3 .0 1. .0010 .0 .0 .001 899 800 0 3 .0 1. .0010 .0 .0 .001 800 0 0 3 .0 1. .0010 .0 .0 .001 TOTAL NUMBER OF GUTTERS/PIPES, 54 5.00 6.00 0 10.00 601 10.00 0 10.00 10.00 4.00 0 _ 5.00 10.00 10.00 89 10.00 .10 .4 14.0 10.00 89J 10.00 1 10.00 0 10.00 .10 10 01 .1 2.4 10.00 0 10.00 10.00 1 �ROP PR-1 SITE (FROM NEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) O-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG IRRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) ' 30 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 157.8 31 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 62.1 33 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 103.7 38 39 137 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 0 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91.5 0 33.2 40 139 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 137.8 43 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83.5 101 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60.0 134 334 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 516.5 136 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 137 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 14.4 138 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91.5 139 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33.2 141 138 0 0' 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 116.5 142 242 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 415.8 I 143 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83.5 145 245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 174.2 234 30 31 33 0 0 0 0 0 0 0 32 34 0 0 0 0 0 0 0 0 462.8 242 504 141 40 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 415.8 243 136 606 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 83.5 245 143 607 0 0 0 0 0 0 0 0 44 45 0 0 0 0 0 0 0 0 174.2 246 145 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 187.0 301 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 60.0 ' 334 234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 462.8 402 101 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 97.8 403 502 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 105.5 404 503 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 128.3 ' 405 134 142 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 932.3 406 505 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 1016.6 407 506 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 1020.7 502 402 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97.8 503 403 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105.5 504 404 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128.3 505 405 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 932.3 506 406 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1016.6 507 407 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1020.7 602 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 603 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 604 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 .0 606 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 607 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 800 898 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 822 0 0 0 0 0 0 0 0 0 0 821 0 0 0 0 0 0 0 0 0 5.4 1131 0 0 0 0 0 0 0 0 0 0 830 0 0 0 0 0 0 0 0 0 .6 ' 841 843 842 831 0 0 0 0 0 0 0 804 809 0 0 0 0 0 0 0 0 228.3 842 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 18.9 843 845 0 0 0 0 0 0 0 0 0 803 820 0 0 0 0 0 0 0 0 200.9 845 848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190.7 ' 846 847 0 0 0 0 0 0 0 0 0 805 0 0 0 0 0 0 0 0 0 190.7 847 246 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 187.0 848 846 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190.7 898 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 10-YR PROPOSED COND FILE: PROP-10.DAT JULY 1999 ANDERSON CONSULTING ENG ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ' ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER ' (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 246 847 846 848 845 843 842 841 822 831 0 1. .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00( ) .00(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .00( ) .00( ) 0 3. .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00( ) .00(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .00( ) .00( ) ' 0 5. .01 .01 .00 .00 .00 .01 .01 .03 .00 .00 .00( ) .010) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 7. .01 .01 .01 .00 .00 .02 .02 .05 .00 .00 , .00( ) .01(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 9. .02 .02 .01 .00 .00 .03 .02 .06 .00 .00 .00( ) .02(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .00(S) .00(S) 0 11. .02 .02 .01 .01 .01 .03 .02 .07 .00 .00 ' .00( ) .02(D) .00( ) .00(S) .01(D) .00( ) .00( ) .00( ) .00(S) .00(S) 0 13. .45 .45 .21 .03 .03 .58 .60 1.35 .00 .00 .00( ) .45(D) .00( ) .00(S) .03(D) .00( ) .00( ) .00( ) .00(S) .00(S) 0 15. 1.13 1.13 .51 .14 .14 1.55 1.49 3.50 .00 .02 ' .00( ) 1.130) .00( ) .00(S) .14(D) .00( ) .00( ) .00( ) .00(S) .00(s) 0 17. 2.55 2.55 1.06 .36 .36 3.66 3.22 7.94 .00 .05 .00( ) 2.55(D) .00( ) .00(S) .360). .00( ) .00( ) .00( ) .00(S) .00(S) 0 19. 3.74 3.74 1.36 .64 .64 5.48 4.29 11.42 .00 .10 , .00( ) 3.74(0) .00( ) .00(S) .64(D) .00( ) .00( ) .00( ) .01(S) .00(S) 0 21. 5.18 5.18 1.83 .93 .93 7.35 5.31 15.03 .00 .16 .00( ) 5.000) .00( ) .01(S) .93(D) .00( ) .00( ) .00( ) .01(S) .00(s) 0 23. 6.83 6.83 3.70 1.53 1.53 9.08 6.12 18.40 .00 .23 .00( ) 5.00(D) .00( ) .01(S) 1.53(D) .00( ) .00( ) .00( ) .02(S) .00(S) 0 25. 8.43 8.43 5.38 2.07 2.07 10.18 6.47 20.62 .00 .31 .00( ) 5.000) .00( ) .02(S) 2.07(D) .00( ) .00( ) .00( ) .03(S) .00(S) 0 27. 13.53 13.53 11.83 3.30 3.30 16.05 10.69 33.11 .00 .41 .00( ) 5.00(D) .00( ) .03(S) 3.30(D) .00( ) .00( ) .00( ) .05(S) .01(S) 0 29. 17.65 17.65 16.37 5.30 5.30 19.41 12.25 40.03 .00 .55 .00( ) 5.00(D) .00( ) .06(S) 5.30(D) .00( ) .00( ) .00( ) .07(S) .01(S) 0 31. 25.76 25.76 26.35 8.49 8.49 27.49 18.07 57.70 .00 .70 .00( ) 5.00(D) .00( ) .10(S) 8.49(D) .00( ) .00( ) .00( ) .09(S) .01(S) 0 33. 37.13 37.13 39.60 13.14 13.14 37.02 24.28 78.49 .00 .93 vQ7 .00( ) 5.00(D) .00( ) .16(S) 13.14(D) .00( ) .00( ) .00( ) .13(S) .02(S) ' U 0 35. 49.18 49.18 52.77 13.83 13.83 41.95 27.97 91.37 .00 1.07 jy .00( ) 5.000) .00( ) .25(S) 13.83(D) .00( ) .00( ) .00( ) .17(S) .02(S) lY 0 37. 51.13 51.13 51.84 14.00 14.00 29.11 19.11 67.48 .00 1.14 .00( ) 5.00(D) .00( ) .35(S) 14.00(D) .00( ) .00( ) .00( ) .22(S) .02(S) ci f 0 39. 56.05 56.05 56.32 24.92 24.92 35.17 17.66 71.28 .00 1.17 .00( ) 5.00(D) .00( ) .45(S) 14.00(D) .00( ) .00( ) .00( ) .26(S) .03(S) 0 41. 59.64 59.64 59.26 39.65 39.65 45.46 15.86 78.43 .00 1.18 ' .00( ) 5.00(D) .00( ) .52(S) 14.00(0) .00( ) .00( ) .00( ) .29(S) .03(S) 0 43. 61.85 61.85 60.95 48.64 48.64 50.87 14.40 80.85 .00 1.17 .00( ) 5.00(D) .00( ) .56(S) 14.00(D) .00( ) .00( ) .00( ) .31(S) .03(S) 0 45. 63.92 63.92 62.81 54.45 54.45 54.85 13.97 83.30 .00 1.16 .00( ) 5.000) .00( ) .59(S) 14.00(D) .00( ) .00( ) .00( ) .34(S) .03(S) 0 47. 64.02 64.02 62.26 59.00 59.00 56.37 12.12 81.27 .00 1.14 ' I.00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .36(S) .02(S) 0 49. 63.93 63.93 61.84 60.86 60.86 56.55 11.22 79.32 .00 1.11 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .37(S) .02(S) 0 51. 63.48 63.48 61.12 61.18 61.18 55.64 10.48 76.62 .00 1.08 .00( ) 5.00(D) .00( ) .61(S) 14.000) .00( ) .00( ) .00( ) .39(S) .02(S) 0 53. 62.70 62.70 60.11 60.67 60.67 54.21 9.85 73.65 .00 1.05 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .40(S) .02(S) I 0 55. 61.82 61.82 59.07 59.83 59.83 52.77 9.41 71.05 .00 1.02 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .41(S) .02(S) 0 57. 60.64 60.64 57.69 58.73 58.73 51.01 8.82 67.96 .00 .95 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) .42(S) .02(S) 0 59. 59.43 59.43 56.34 57.46 57.46 49.30 8.39 65.19 .00 .87 .00( ) 5.00(D) .00( ) ' .60(S) 14.00(D) .00( ) .00( ) .00( ) .43(S) .01(S) 1 1. 58.09 58.09 54.83 56.11 56.11 47.44 7.86 62.20 .00 .79 .00( ) 5.00(D) .00( ) .60(S) 14.00(D) .00( ) .00( ) .00( ) .44(S) .01(S) 1 3. 56.64 56.64 53.22 55.06 55.06 45.89 7.34 59.55 .00 .72 .00( ) 5.00(D) .00( ) .60(S) 14.00(D) .00( ) .00( ) .00( ) .45(S) .01(S) 1 5. 55.25 55.25 51.72 53.83 53.83 44.31 6.96 57.12 .00 .66 .00( ) 5.00(D) .00( ) .59(S) 14.00(D) .00( ) .00( ) .00( ) .46(S) .01(S) 1 7. 53.89 53.89 50.26 52.48 52.48 42.67 6.61 54.71 .00 .60 .00( ) 5.00(D) .00( ) .58(S) 14.00(D) .00( ) .00( ) .00( ) .46(S) .01(S) 1 9. 52.60 52.60 48.89 51.11 51.11 41.09 6.32 52.49 .00 .55 .00( ) 5.00(D) .00( ) .58(S) 14.00(D) .00( ) .00( ) .00( ) .47(S) .01(S) 1 11. 51.36 51.36 47.59 49.75 49.75 39.55 6.06 50.38 .00 .51 .00( ) 5.00(D) .00( ) .57(S) 14.00(D) .00( ) .00( ) .00( ) .47(S) .01(S) ' 1 13. 50.18 50.18 46.35 48.44 48.44 38.08 5.81 48.39 .00 .46 .00( ) 5.00(D) .00( ) .56(S) 14.00(D) .00( ) .00( ) .00( ) .48(S) .01(S) 1 15. 49.08 49.08 45.19 47.17 47.17 36.71 5.60 46.56 .00 .42 .00( ) 5.00(D) .00( ) .56(S) 14.00(D) .00( ) .00( ) .00( ) .49(S) .01(S) 1 17. 48.03 48.03 44.10 45.97 45.97 35.40 5.39 44.83 .00 .39 .00( ) 5.00(0) .00( ) .55(S) 14.00(D) .00( ) .00( ) .00( ) .49(S) .01(S) 1 19. 47.07 47.07 43.09 44.84 44.84 34.18 5.21 43.25 .00 .36 .00( ) 5.00(D) .00( ) .55(S) 14.00(D) .00( ) .00( ) .00( ) .50(S) .01(S) 1 21. 46.16 46.16 42.14 43.78 43.78 33.04 5.03 41.75 .00 .34 .00( ) 5.000) .00( ) .54(S) 14.00(D) .00( ) .00( ) .00( ) .50(S) .01(S) 1 23. 45.32 45.32 41.26 42.78 42.78 31.95 4.85 40.33 .00 .31 .00( ) 5.00(D) .00( ) .54(S) 14.00(D) .00( ) .00( ) .00( ) .51(S) .01(S) 1 25. 44.56 44.56 40.47 41.85 41.85 30.96 4.70 39.05 .00 .30 .00( ) 5.00(D) .00( ) .53(S) 14.00(D) .00( ) .00( ) .00( ) .51(S) .00(S) 1 27. 43.88 43.88 39.75 41.00 41.00 30.04 4.54 37.84 .00 .28 .00( ) 5.00(D) .00( ) .53(S) 14.00(D) .00( ) .00( ) .00( ) .52(S) .00(S) 1 29. 43.27 43.27 39.12 40.23 40.23 29.21 4.40 36.77 .00 .27 .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .52(S) .00(S) 1 31. 42.75 .00( 42.75 ) 5.00(D) 38.57 .00( 39.54 ) .52(S) 39.54 14.00(D) 28.47 .00( ) 4.27 .00( 35.79 ) .00( ) .00 .52(S) .25 .00(S) 1 33. 42.30 42.30 38.10 38.93 38.93 27.81 4.14 34.91 .00 .24 .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .53(S) .00(S) 1 35. 41.93 41.93 37.71 38.40 38.40 27.24 4.03 34.15 .00 .23 .00( ) 5.000) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) .53(S) .00(S) 1 37. 41.63 41.63 37.38 37.95 37.95 26.73 3.91 33.44 .00 .22 .00( ) 5.00(D) .00( ) .51(S) 14.000) .00( ) .00( ) .00( ) .54(S) .00(S) 1 39. 41.39 41.39 37.12 37.57 37.57 26.31 3.81 32.84 .00 .22 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .54(S) .00(S) 1 41. 41.20 41.20 36.91 37.25 37.25 25.95 3.70 32.31 .00 .21 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .54(S) .00(S) 1 43. 41.06 41.06 36.75 37.00 37.00 25.65 3.60 31.85 .00 .20 .00( ) 5.00(D) .00( ) .51(S) 14.000) .00( ) .00( ) .00( ) .55(S) .00(S) 1 45. 40.96 40.96 36.64 36.79 36.79 25.42 3.51 31.47 .00 .20 00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .55(S) .00(S) ' 1 47. 40.88 40.88 36.54 36.63 36.63 25.21 3.42 31.10 ..00 .19 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .55(S) .00(S) 1 49. 40.82 40.82 36.46 36.51 36.51 25.05 3.33 30.81 .00 .19 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .56(S) .00(S) 1 51. 40.76 40.76 36.39 36.40 36.40 24.91 3.25 30.53 .00 .18 .00( ) 5.000) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .56(S) -.00(S) 1 53. 40.70 40.70 36.31 36.31 36.31 24.78 3.16 30.27 .00 .18 I .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .57(S) .00(S) 1 55. 40.63 40.63 36.23 36.23 36.23 24.66 3.09 30.04 .00 .18 .00( ) 5.00(D) .00( ) .51(S) 14.000) .00( ) .00( ) .00( ) .57(S) .00(5) 1 57. 40.53 40.53 36.11 36.13 36.13 24.53 3.01 29.77 .00 .17 .00( ) 5.00(D) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) .57(S) .00(S) 1 59. 40.40 40.40 35.97 36.02 36.02 24.38 2.94 29.52 .00 .17 .00( ) 5.000) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00(S) 2 1. 40.04 40.04 35.52 35.86 35.86 23.90 2.63 28.57 .00 .16 .00( ) 5.000) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00(S) 2 3. 39.44 39.44 34.81 35.48 35.48 23.06 2.26 27.15 .00 .16 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00(S) 2 5. 38.80 38.80 34.11 34.95 34.95 22.23 2.01 25.89 .00 .14 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .00(S) 2 7. 38.12 38.12 33.39 34.35 34.35 21.39 1.84 24.73 .00 .13 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 9. 37.41 37.41 32.65 33.68 33.68 20.56 1.70 23.63 .00 .12 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 11. 36.67 36.67 31.88 32.98 32.98 19.73 1.60 22.58 .00 .11 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 13. 35.90 35.90 31.09 32.24 32.24 18.89 1.51 21.55 .00 .09 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 15. 35.10 35.10 30.29 31.48 31.48 18.05 1.43 20.54 .00 .08 .00( ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 17. 34.30 34.30 29.47 30.70 30.70 17.20 1.36 19.54 .00 .07 .00( ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 19. 33.48 33.48 28.64 29.89 29.89 16.34 1.30 18.55 .00 .07 .00( ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2. 21. 32.65 32.65 27.80 29.08 29.08 15.48 1.25 17.57 .00 .06 .00( ) 5.00(D) .00( ) .47(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 23. 31.81 31.81 26.96 28.25 28.25 14.62 1.20 16.60 .00 .05 .00( ) 5.00(D) .00( ) .47(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 25. 30.98 30.98 26.12 27.42 27.42 13.75 1.15 15.63 .00 .04 .00( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) .00( ) .59(S) .00(S) 2 27. 30.15 30.15 25.28 26.58 26.58 12.89 1.11 14.68 .00 .04 .00( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 29. 29.32 29.32 24.45 25.75 25.75 12.03 1.07 13.74 .00 .03 .00( ) 5.00(D) .00( ) .46(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 31. 28.51 28.51 23.63 24.92 24.92 11.18 1.03 12.81 .00 .03 .00( ) 5.00(D) .00( ) .45(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 33. 27.70 27.70 22.82 24.09 24.09 10.34 1.00 11.89 .00 .03 .00( ) 5.00(D) .00( ) .45(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 35. 26.91 26.91 22.02 23.28 23.28 9.51 .96 11.00 .00 .02 .00( ) 5.00(D) .00( ) .44(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 37. 26.13 26.13 21.24 22.47 22.47 8.70 .93 10.12 .00 .02 .00( ) 5.00(D) .00( ) .44(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 39. 25.37 25.37 20.48 21.68 21.68 7.89 .90 9.26 .00 .02 .00( ) 5.00(D) .00( ) .44(S) 14.000) .00( ) .00( ) .00( ) .60(S) .00(S) 2 41. 24.63 • 24.63 19.73 20.91 20.91 7.11 .87 8.42 .00 .02 .00( ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 43. 23.90 23.90 19.00 20.15 20.15 6.34 .85 7.60 .00 .01 .00( ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 45. 23.20 23.20 18.29 19.41 19.41 5.59 .82 6.80 .00 .01 .00( ) 5.00(D) .00( ) .43(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 47. 22.51 22.51 17.60 18.69 18.69 4.86 .79 6.02 .00 .01 .00( ) 5.000) .00( ) .42(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 49. 21.84 21.84 16.93 17.99 17.99 4.15 .77 5.27 .00 .01 .00( ) 5.00(D) .00( ) .42(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 51. 21.20 21.20 16.29 17.30 17.30 3.46 .75 4.54 .00 .01 .00( ) 5.00(D) .00( ) .42(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 53. 20.57 20.57 15.66 16.64 16.64 2.80 .72 3.83 .00 .01 .00( ) 5.00(D) .00( ) .41(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 55. 19.96 19.96 15.05 16.00 16.00 2.15 .70 3.15 .00 .01 .00( ) 5.000) .00( ) .41(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 57. 19.38 19.38 14.46 15.37 15.37 1.52 .68 2.49 .00 .01 .00( ) 5.00(D) .00( ) .41(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 2 59. 18.81 18.81 13.89 14.77 14.77 .91 .66 1.85 .00 .01 .00( ) 5.00(D) .00( ) .40(S) 14.00(D) .00( ) .00( ) 00( ) .60(S) .00(S) 3 1. 18.26 18.26 13.34 14.19 14.19 .32 .64 1.23 .00 .01 .00( ) 5.00(D) .00( ) .40(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) ' 3 3. 17.74 17.74 12.81 14.00 14.00 .10 .62 1.01 .00 .00 .00( ) 5.00(D) .00( ) .40(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 5. 17.23 17.23 12.30 14.00 14.00 .10 .61 .98 .00 .00 .00( ) 5.00(D) .00( ) .39(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 7. 16.73 16.73 11.81 14.00 14.00 .09 .59 .95 .00 .00 .00( ) 5.000) .00( ) .39(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 9, 16.26 16.26 11.33 14.00 14.00 .08 .57 .92 .00 .00 .00( ) 5.00(D) .00( ) .38(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 11. 15.80 15.80 10.87 14.00 14.00 .08 .56 .89 .00 .00 .00( ) 5.00(D) .00( ) .37(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 13. 15.36 15.36 10.43 14.00 14.00 .07 .54 .86 .00 .00 .00( ) 5.00(D) .00( ) .36(S) 14.000) .00( ) .00( ) .00( ) .60(S) .00(S) 3 15. 14.94 14.94 10.00 14.00 14.00 .07 .53 .84 .00 .00 .00( ) 5.00(D) .00( ) .35(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 17. 14.53 14.53 9.59 14.00 14.00 .07 .51 .82 .00 .00 .00( ) 5.00(D) .00( ) .34(S) 14.000) .00( ) .00( ) .00( ) .60(S) .00(S) 3. 19. 14.13 14.13 9.20 14.00 14.00 .06 .50 .79 .00 .00 .00( ) 5.00(D) .00( ) .33(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 21. 13.75 13.75 8.82 14.00 14.00 .06 .49 .77 .00 .00 ' .00( ) 5.00(D) .00( ) .31(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 23. 13.39 13.39 8.45 14.00 14.00 .06 .47 .75 .00 .00 .00( ) 5.00(D) .00( ) .30(S) 14.000) .00( ) .00( ) .00( ) .60(S) .00(S) ' 3 25. 13.04 13.04 8.10 14.00 14.00 .06 .46 .73 .00 .00 .00( ) 5.00(D) .00( ) .28(S) 14.00(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 27. 12.69 12.69 7.75 13.95 13.95 .05 .45 .71 .00 .00 .00( ) 5.00(D) .00( ) .26(S) 13.95(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 29. 12.37 12.37 7.43 13.82 13.82 .05 .44 .69 .00 .00 .00( ) 5.00(D) .00( ) .25(S) 13.82(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 31. 12.05 12.05 7.11 13.68 13.68 .05 .42 .68 .00 .00 .00( ) 5.00(D) .00( ) .23(S) 13.68(D) .00( )r .00( ) .00( ) .60(S) .00(S) 3 33. 11.75 11.75 6.80 13.53 13.53 .05 .41 .66 .00 .00 .00( ) 5.00(D) .00( ) .21(S) 13.53(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 35. 11.45 11.45 6.51 13.39 13.39 .04 .40 .64 .00 .00 .00( ) 5.00(D) .00( ) .19(S) 13.39(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 37. 11.17 11.17 6.22 13.24 13.24 .04 .39 .63 .00 .00 .00( ) 5.00(D) .00( ) .17(S) 13.24(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 39. 10.89 10.89 5.95 13.08 13.08 .04 .38 .61 .00 .00 .00( ) 5.00(D) .00( ) .15(S) 13.08(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 41. 10.63 10.63 5.68 12.06 12.06 .04 .37 .60 .00 .00 .00( ) 5.00(D) .00( ) .13(S) 12.06(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 43. 10.37 10.37 5.43 10.38 10.38 .04 .36 .58 .00 .00 .00( ) 5.00(D) .00( ) .12(S) 10.38(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 45. 10.13 10.13 5.18 9.07 9.07 .03 .36 .57 .00 .00 .00( ) 5.00(D) .00( ) .10(S) 9.07(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 47. 9.89 9.89 4.94 8.02 8.02 .03 .35 .56 .00 .00 .00( ) 5.00(D) .00( ) .09(S) 8.02(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 49. 9.66 9.66- 4.71 7.18 7.18 .03 .34 .55 .00 .00 .00( ) 5.00(D) .00( ) .08(S) 7.18(D) .00( ) .00( ) .00( ) .60(S) .00(S) ' 3 51. 9.44 9.44 4.49 6.55 6.55 .03 .33 .53 .00 .00 .00( ) 5.00(D) .00( ) .08(S) 6.55(D) .00( ) .00( ) .00( ) .60(S) .00(s) 3 53. 9.22 9.22 4.28 6.12 6.12 .03 .32 .52 .00 .00 .00( ) 5.00(D) .00( ) .07(S) 6.12(D) .00( ) .00( ) .00( ) .60(S) .00(S) ' 3 55. 9.02 9.02 4.07 5.73 5.73 .03 .31 .51 .00 .00 .00( ) 5.00(D) .00( ) .07(S) 5.73(D) .00( ) .00( ) .00( ) .60(S) .00(S) 3 57. 8.82 8.82 3.87 5.38 5.38 .03 .31 .50 .00 .00 .00( ) 5.00(D) .00( ) .06(S) 5.38(D) .00( ) .00( ) .00( ) .60(S) .00(S) ' 3 59. 8.62 8.62 3.67 5.05 5.05 .03 .30 .49 .00 .00 .00( ) 5.00(D) .00( ) .06(S) 5.050) .00( ) .00( ) .00( ) .60(S) .00(S) 4 1. 8.43 8.43 3.48 4.75 4.75 .03 .29 .48 .00 .00 .00( ) 5.00(D) .00( ) .05(S) 4.750) .00( ) .00( ) .00( ) .60(S) .00(S) 4 3. 8.25 8.25 3.30 4.47 4.47 .02 .29 .47 .00 .00 .00( ) 5.00(D) .00( ) .05(S) 4.47(D) .00( ) .00( ) .00( ) .60(S) .00(S) ' 4 5. 8.07 8.07 3.13 4.21 4.21 .02 .28 .46 .00 .00 .00( ) 5.000) .00( ) .05(S) 4.21(D) .00( ) .00( ) .00( ) .60(S) .00(S) 4 7. 7.90 7.90 2.95 3.97 3.97 .02 .27 .45 .00 .00 .00( ) 5.00(D) .00( ) .04(S) 3.97(D) .00( ) .00( ) .00( ) .60(S) .00(S) 4 9. 7.74 7.74 2.79 3.74 3.74 .02 .27 .44 .00 .00 .00( ) 5.00(D) .00( ) .04(S) 3.74(D) .00( ) .00( ) .00( ) .60(S) .00(8) 4 11. 7.58 7.58 2.63 3.52 3.52 .02 .26 .43 .00 .00 .00( ) 5.00(D) .00( ) .04(S) 3.52(D) .00( ) .00( ) .00( ) .60(S) .00(S) 4 13. 7.42 7.42 2.47 3.31 3.31 .02 .25 .41 .00 .00 .00( ) 5.00(D) .00( ) .03(S) 3.31(D) .00( ) .00( ) .00( ) .60(S) .00(S) 4 15. 7.27 7.27 2.32 3.11 3.11 .02 .24 .40 .00 .00 .00( ) 5.00(D) .00( ) .03(S) 3.11(D) .00( ) .00( ) .00( ) .60(S) 00(S) 4 17. 7.13 7.13 2.18 2.93 2.93 .02 .23 .38 .00 .00 .00( ) 5.00(D) .00( ) .03(S) 2.93(D) .00( ) .00( ) .00( ) .60(S) .00(S) 4 19. 6.98 6.98 2.03 2.75 2.75 .02 .22 .36 .00 .00 .00( ) 5.00(D) .00( ) .03(S) 2.75(D) .00( ) .00( ) .00( ) .60(S) .00(S) 4 21. 6.85 6.85 1.90 2.57 2.57 .02 .21 .35 .00 .00 .00( ) 5.00(D) .00( ) .02(S) 2.57(D) .00( ) .00( ) .00( ) .60(S) .00(S) 4 23. 6.71 6.71 1.76 2.41 2.41 .02 .20 .34 .00 .00 .00( ) 5.00(D) .00( ) .02(S) 2.41(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 25. 6.58 6.58 1.63 2.25 2.25 .02 .19 .32 .00 .00 .00( ) 5.00(D) .00( ) .02(S) 2.25(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 27. 6.46 6.46 1.51 2.10 2.10 .02 .18 .31 .00 .00 .00( ) 5.00(D) .00( ) .02(S) 2.10(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 29. 6.34 6.34 1.39 1.95 1.95 .02 .17 .30 .00 .00 .00( ) 5.00(D) .00( ) .02(S) 1.95(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 31. 6.22 6.22 1.27 1.81 1.81 .02 .16 .28 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.81(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 33. 6.10 6.10 1.15 1.67 1.67 .02 .15 .27 .00 .00 .00( ) 5.000) .00( ) .01(S) 1.67(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 35. 5.99 5.99 1.04 1.53 1.53 .01 .15 .26 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.53(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 37. 5.88 5.88 .93 1.32 1.32 .01 .14 .25 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.32(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 39. 5.77 5.77 .82 1.12 1.12 .01 .13 .24 .00 .00 .00( ) 5.00(D) .00( ) .01(S) 1.12(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 41. 5.67 5.67 .72 .95 .95 .01 .12 .23 .00 .00 .00( ) 5.00(D) .00( ) .01(S) .95(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 43. 5.57 5.57 .62 .81 .81 .01 .11 .22 .00 .00 .00( ) 5.000) .00( ) .01(S) .81(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 45. 5.47 5.47 .52 .68 .68 .01 .11 .21 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .68(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 47. 5.38 5.38 .43 .56 .56 .01 .10 .20 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .56(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 49. 5.29 5.29 .34 .45 .45 .01 .09 .19 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .45(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 51. 5.20 5.20 .24 .34 .34 .01 .09 .18 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .34(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 53. 5.11 5.11 .11 .25 .25 .01 .08 .18 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .25(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 55. 5.02 5.02 .02 .18 .18 .01 .08 .17 .00 .00 .00( ) 5.00(D) .00( ) .00(S) .18(D) .00( ) .00( ) .00( ) .60(S) .00( ) 4 57. 4.94 4.94 .00 .12 .12 .01 .07 .16 .00 .00 .00( ) 4.94(D) .00( ) .00(S) .12(D) .00( ). .00( ) .00( ) .60(S) .00( ) 4 59. 4.86 4.86 .00 .08 .08 .01 .06 .15 .00 .00 .00( ) 4.86(D) .00( ) .00(S) .08(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 1. 4.78 4.78 .00 .05 .05 .01 .06 .14 .00 .00 .00( ) 4.78(D) .00( ) .00(S) .05(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 3. 4.70 4.70 .00 .03 .03 .01 .05 .14 .00 .00 .00( ) 4.70(D) .00( ) .00(S) .03(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 5. 4.62 4.62 .00 .02 .02 .01 .05 .13 .00 .00 .00( ) 4.62(D) .00( ) .00(S) .02(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 7. 4.55 4.55 .00 .02 .02 .01 .04 .12 .00 .00 .00( ) 4.550) .00( ) .00(S) .02(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 9. 4.48 4.48 .00 .01 .01 .01 .04 .12 .00 .00 .00( ) 4.48(D) .00( ) .00(S) .01(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 11. 4.41 4.41 .00 .01 .01 .01 .04 .11 .00 .00 I ' .00( ) 4.41(D) .00( ) .00(S) .01(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 13. 4.34 4.34 .00 .00 .00 .01 .03 .11 .00 .00 .00( ) 4.34(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) ' 5 15. 4.27 4.27 .00 .00 .00 .01 .03 .10 .00 .00 .00( ) 4.27(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 17. 4.20 4.20 .00 .00 .00 .01 .02 .10 .00 .00 .00( ) 4.20(D) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 19. 4.14 4.14 .00 .00 .00 .01 .02 .09 .00 .00 .00( ) 4.14(D) .00( ) .00(S) .000) .00( ) .00( ) .00( ) .60(S) .00( ) 5 21. 4.08 .00( ) 4.08 4.08(D) .00 .00( ) .00 .00(S) .00 .00(D) .01 .00( ) .02 .00( ) .09 .00( ) .00 .60(S) .00 .00( ) 5 23. 4.01 4.01 .00 .00 .00 .01 .02 .08 .00 .00 .00( ) 4.01(D) .00( ) .00(S) .000) .00( ) .00( ) .00( ) :60(S) .00( ) 5 25. 3.95 3.95 .00 .00 .00 .01 .01 .08 .00 .00 ' .00( ) 3.95(D) .00( ) .00( ) OO(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 27. 3.89 3.89 .00 .00 .00 .01 .01 .08 .00 .00 .00( ) 3.89(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 29. 3.84 3.84 .00 .00 .00 .01 .01 .07 .00 .00 .00( ) 3.84(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 31. 3.78 3.78 .00 .00 .00 .01 .01 .07 .00 .00 .00( ) 3.78(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 33. 3.72 3.72 .00 .00 .00 .01 .00 .07 .00 .00 .00( ) 3.72(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 35. 3.67 3.67 .00 .00 .00 .01 .00 .06 .00 .00 ' 5 37. .00( ) 3.62 3.67(D) 3.62 .00( .00 ) .00( ) .00 .00(D) .00 .00( ) .01 .00( ) .00 .00( ) .06 .60(S) .00 .00( ) .00 .00( ) 3.62(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 39. 3.56 3.56 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.56(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 41. 3.51 3.51 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.51(D) .00( ) .00( ) OO(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 43. 3.46 3.46 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.46(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 45. 3.41 3.41 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.41(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 47. 3.36 3.36 .00 .00 .00 .01 .00 .06 .00 .00 .00( ) 3.36(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 49. 3.31 3.31 .00 .00 .00 .01 .00 .05 .00 .00 .00( ) 3.31(D) .00( ) .00( ) OO(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 51. 3.27 .00( ) 3.27 3.27(D) .00 .00( ) .00 .00( ) .00 .00(D) .01 .00( ) .00 .00( ) .05 .00( ) .00 .60(S) .00 .00( ) 5 53. 3.22 3.22 .00 .00 .00 .01 .00 .05 .00 .00 .00( ) 3.22(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 55. 3.17 3.17 .00 .00 .00 .01 .00 .05 .00 .00 t .00( ) 3.17(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 57. 3.13 3.13 .00 .00 .00 .01 .00 .05 .00 .00 .00( ) 3.13(D) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .60(S) .00( ) 5 59. 3.09 3.09 .00 .00 .00 .01 .00 .05 .00 .00 .00( ) 3.09(D) .00( ) .00( ) .000) .00( ) .00( ) .00( ) .60(S) .00( ) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL TABILITY SCILLLATIONS PROBLEMS THAT LEAD TO HYDRAULIC DURING THE SIMULATION. /r:)4z'votloFF Vowr-la 301 334 822 831 848 -r� lze�t*a -N�m'rz 1 PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 10-YR PROPOSED COND FILE: PROP-1O.DAT JULY 1999 ANDERSON CONSULTING ENG *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 11 15.5 (DIRECT FLOW) 0 35. 30 160.2 1.6 0 36. 31 73.2 1.1 0 36. 33 83.4 1.9 0 37. 38 58.1 1.4 0 51. 39 19.8 1.3 0 41. 40 48.1 .6 1 3. 43 28.3 .9 1 43. 101 .0 .0 6 0. 134 37.6 .7 0 46. 136 20.2 .4 1 36. 137 20.4 .7 0 41. 138 57.4 2.0 0 53. 139 15.1 .8 0 56. 141 44.3 .6 1 15. 142 102.0 3.6 1 25. 143 24.6 .6 1 56. 145 56.2 1.3 0 50. 234 795.2 (DIRECT FLOW) 0 35. 242 115.3 (DIRECT FLOW) 1 5. 243 30.0 (DIRECT FLOW) 1 35. 245 126.4 (DIRECT FLOW) 0 35. 246 64.0 (DIRECT FLOW) 0 47. 301 .0 .0 1.7 6 0. 334 13.0 .0 31.3 2 52. 402 12.6 (DIRECT FLOW) 0 35. 403 27.1 (DIRECT FLOW) 0 35. 404 44.1 (DIRECT FLOW) 0 35. 405 125.5 (DIRECT FLOW) 1 21. 406 128.3 (DIRECT FLOW) 0 57. 407 129.5 (DIRECT FLOW) 0 35. 502 12.6 (DIRECT FLOW) 0 35. 503 27.1 (DIRECT FLOW) 0 35. 504 44.1 (DIRECT FLOW) 0 35. 505 100.0 (DIRECT FLOW) 0 57. 506 120.0 (DIRECT FLOW) 0 35. 507 129.5 (DIRECT FLOW) 0 35. 602 .0 (DIRECT FLOW) 0 0. 603 .0 (DIRECT FLOW) 0 0. 604 .0 (DIRECT FLOW) 0 0. 605 25.5 (DIRECT FLOW) 1 22. 606 8.3 (DIRECT FLOW) 0 58. 607 .0 (DIRECT FLOW) 0 0. 800 19.0 (DIRECT FLOW) 0 37. 822 .0 .1 .6 6 0. 831 1.2 .1 .0 FLOW) 0 0 41. 35. 4 ' Qto 4-f �ttPo1�G nv6_ CKts r� of 841 91.4 (DIRECT -Pit-j 5 842 28.0 (DIRECT FLOW) 0 35. Fire+�n+��5 843 56.6 (DIRECT FLOW) 0 49. 845 61.2 (DIRECT FLOW) 0 51. 846 62.8 (DIRECT FLOW) 0 45. 847 64.0 (DIRECT FLOW) 0 47. 848 61.2 .1 .6 0 51. 898 5.0 (DIRECT FLOW) 0 22. 899 14.0 (DIRECT FLOW) 0 37. INDPROGRAM PROGRAM CALLED 1 I u I 1 t [1 APPENDIX D.3 MODS WMM INPUT AND OUTPUT FOR THE 100-YEAR EVENT, PROPOSED CONDITIONS TI0PEMCoprll61C0PR11&RPT. WPD September 14, 1999 2 1 1 2 3 4 TERSHED 0 OP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 0-YR PROPOSED COND FILE: PROP-100.DAT JULY 1999 ANDERSON CONSULTING ENG 360 0000 1. 1 1. 1 24 5. .00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 .22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 .73 .71 .69 .67 2 .016 .25 .1 .3 .51 .50 .0018 BEGIN CENTRAL FLOW PATH 1 1 301 1000 60.0 5. .023 1 2 402 1300 37.8 5. .018 1 3 403 750 7.7 30. .061 1 7 404 1500 22.8 10. .044 1 11 11 1340 51.3 5. .014 BEGIN SOUTHERN FLOW PATH 1 30 30 6700157.8 20. .200 1 31 31 3100 62.1 20 .250 1 32 234 2570 53.6 20. .350 1 33 33 2700103.7 20. .150 COLLEGE LAKE 1 34 23423170 85.6 95. .150 1 35 406 3800 84.3 20. .025 '1 36 134 5600 53.7 10. .039 1 37 137 1750 14.4 30. .379 1 38 38 5900 77.1 10. .070 '1 39 39 1950 33.2 10. .073 1 40 40 6400104.6 10. .038 1 41 141 1550 25.0 5. .020 1 42 242 3000 33.2 5. .013 '1 43 243 4300 83.5 5. .005 1 56 407 700 4.1 40. .016 1 44 245 3850 36.9 15. .069 1 45 245 3600 53.8 30. .011 '1 46 246 1400 12.8 25. .021 1 47 842 2000 18.9 25. .019 * BEGIN PR-1 SITE 1 805 846 794. 3.7 38.0.0160 '1 803 843 697. 5.6 80.0.0157 1 820 843 890. 4.6 86.0.0320 1 804 841 280. 6.4 91.0.0075 '1 809 841 260. 1.5 45.0.0390 1 821 822 590. 5.43 74.0.0110 1 830 831 300. 0.64 90.0.0050 0 7 2 805 803 820 804 809 * BEGIN CENTRAL FLOW PATH 301 101 10 2 ' 0.00 0.0 2.90 4.2 5.20 77.7 101 402 1 602 402 502 3 3 0.0 0.0 502 403 3 602 3 603 403 503 3 3 0.0 0.0 503 404 3 603 3 604 404 504 3 3 0.0 0.0 821 830 0.30 3.47 6.07 0. 60.0 70.0 50.0 1. 0.0 1.74 0.0 2.32 0.7 12.2 4.05 26.4 4.63 47.8 140.9 620. .015 85. 20. .060 2.0 1. 0.0 2000.0 1940.0 1. 1. 1. 0.0 2000.0 1930.0 1. 1. 1. 0.0 2000.0 1950.0 •-P��osc3p Qa,�-r,na su1tAt-t 1=Pt0auTE� 5� • l ov-1 c7m?- Gvv.-- r- I ' 504 242 3 1. 604 3 1. BEGIN SOUTHERN FLOW PATH 30 234 1 3. 2300. .074 4. 5. 31 234 1- 3. 1550. .116 6. 2. 33 234 1 5 1400. .011 2. 4. 234 334 3 1. 334 134 9 2 1. 0.00 0.0 18.64 5.2 37.28 16.7 74.55 53.8 93.75 78.7 112.95 107.5 151.34 176.7 134 405 4 10. 1500. .021 10. 10. 50. 1500. .021 100. 100. ' 137 38 1 5 2000. .018 4. 6. 38 138 4 3. 2500. .011 6. 7. 30. 2500. .011 100. 100. 138 141 4 2. 800. .014 2. 2. 6. 800. .014 2. 50. 141 242 1 0. 1900. .011 100. 100. 39 139 1 1. 1050. .024 2. 2. 139 40 1 1. 1550. .015 15. 10. ' 40 242 1 10. 1400. .009 100. 100. 242 142 3 1. 142 405 4 10. 1900. .0003 2.5 2.5 30. 1900. .0003 2.5 100. ' 605 405 505 3 3 1. 0.0 0.0 100.0 0.0 2000.0 1900.0 505 406 3 1. 605 136 3 1. 136 243 1 25. 950. .008 100. 60. 606 406 506 3 3 1. 0.0 0.0 120.0 0.0 2000.0 1880.0 ' 506 407 3 1. 606 243 3 1. 243 43 3 1. 43 143 4 10. 1400. .006 5. 5. ' 50. 1400. .006 100. 15. 143 245 1 5. 1650. .007 100. 15. 607 407 507 3 3 1. 0.0 0.0 140.0_ 0.0 2000.0 1860.0 507 3 1. 607 245 3 1. 245 145 3 1. 145 246 4 7: 2250. .005 15. 10. 107. 2250. .005 100. 50. 246 847 3 1. * BEGIN THE PR-1 SITE 898 847 846 3 3 1. 0.0 0.0 5.0 5.0 500.0 5.0 846 848 3 1. 848 845 10 2 .1 10. .0010 0.0 0.0 ' 0.0 0.0 0.01 1.5 0.08 6.7 0.27 14. 0.40 14. 0.60 56. 0.89 234. 0.98 353. ' 899 1145 843 3 3 1. 0.0 0.0 14.0 14.0 500.0 14.0 843 841 3 1. 842 841 3 1. ' 841 3 1. 822 2 2 .1 10. .0010 0.0 0.0 0.0 0.0 500.0 0.0 831 841 6 2 .1 10. .0010 0.0 0.0 '0.0 0.0 0.008 0.5 0.017 1.0 0.068 2.0 0.094 2.35 898 800 3 1. 899 800 3 1. .040 5.0 .040 10.0 .045 10.0 55.91 33.1 132.14 140.2 .040 2.0 .060 2.0 .040 6.0 .040 2.0 .060 3.0 .040 2.0 .060 4.0 .060 2.0 .040 3.0 .060 2.0 .060 2.0 .030 4.0 .060 7.0 060 4.0 .045 4.0 .060 5.0 .050 6.0 .050 4.0 .060 5.0 100 .10 0.14 13. 0.81 134. 100 .10 100 .10 0.043 1.5 0 1 800 3 1. 0 10 2 246 847 846 848 845 843 842 841 822 831 ENDPROGRAM 1 i 1 1 1 1 1 i i 1 1 1 1 l 1 1 1 PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) �100-YR PROPOSED COND FILE: PROP-100.DAT JULY 1999 ANDERSON CONSULTING ENG 'HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 7 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 805 803 820 804 809 821 830 '0 1. 0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 '0 7. 1 .1 .2 .0 .0 .1 .0 0 9. .7 .8 1.3 .2 .4 .6 .2 0 11. 1.3 1.8 2.6 .6 .6 1.4 .4 0 13. 1.6 3.0 3.8 1.1 .8 2.3 .5 15. 1.8 3.9 4.5 1.7 .9 3.1 .6 '0 0 17. 2.6 5.7 6.4 2.8 1.2 4.6 .9 0 19. 3.0 7.4 7.8 4.1 1.4 6.1 1.1 0 21. 3.3 8.8 8.9 5.5 1.6 7.4 1.3 23. 4.1 10.7 10.7 7.3 2.0 9.1 1.5 '0 0 25. 4.5 12.0 11.6 9.0 2.2 10.3 1.7 0 27. 7.9 17.8 18.4 12.9 3.8 15.1 2.6 0 29. 10.1 22.9 22.7 17.3 4.8 19.5 3.2 '0 31. 13.9 29.5 29.0 22.9 6.6 25.3 4.1 0 33. 20.8 42.7 41.5 33.2 9.8 36.7 5.8 0 35. 24.1 49.0 44.7 41.6 11.2 43.1 6.3 0 37, 18.0 37.1 28.5 39.6 8.0 34.5 4.0 0 39. 16.1 29.4 21.8 35.8 6.9 28.2 3.1 0 41. 14.6 24.8 18.3 32.5 6.2 24.2 2.6 0 43. 12.3 19.7 13.9 28.1 5.0 19.7 1.9 45. 11.3 17.1 12.3 25.0 4.5 17.3 1.7 '0 0 47. 9.5 13.8 9.6 21.6 3.7 14.3 1.3 0 49. 8.2 11.6 7.9 18.8 3.1 12.1 1.1 0 51. 7.4 10.1 7.0 16.7 2.8 10.7 1.0 53. 6.6 8.9 6.2 14.8 2.5 9.4 .9 '0 0 55. 6.0 8.1 5.8 13.4 2.2 8.6 .8 0 57. 5.5 7.4 5.3 12.1 2.0 7.8 .8 0 59. 5.0 6.8 5.0 11.1 1.8 7.2 .7 '1 1. 4.7 6.4 4.8 10.3 1.7 6.7 .7 1 3. 4.3 6.1 4.6 9.6 1.6 6.3 .6 1 5. 4.1 5.8 4.5 9.0 1.5 6.0 .6 '1 1 7. 9. 3.8 3.6 5.6 5.4 4.3 4.2 8.5 8.1 1.4 1.4 5.8 5.5 .6 .6 1 11. 3.5 5.3 4.2 7.7 1.3 5.3 .6 1 13. 3.3 5.1 4.0 7.4 1.3 5.2 .6 1 15. 3.2 5.0 4.0 7.1 1.2 5.0 .6 1 17. 3.0 4.8 3.9 6.8 1.2 4.9 .6 1 19. 2.9 4.7 3.8 6.6 1.1 4.7 .5 1 21. 2.8 4.6 3.8 6.4 1.1 4.6 .5 23. 2.7 4.5 3.7 6.2 1.0 4.5 .5 '1 1 25. 2.6 4.5 3.6 6.1 1.0 4.4 .5 1 27. 2.5 4.4 3.6 5.9 1.0 4.3 .5 1 29. 2.5 4.3 3.5 5.8 1.0 4.2 .5 1 31. 2.4 4.2 3.5 5.7 .9 4.1 .5 1 33. 2.3, 4.1 3.4 5.5 .9 4.0 .5 1 35. 2.2 4.1 3.4 5.4 .9 4.0 .5 37. 2.2 4.0 3.3 5.3 .9 3.9 .5 '1 1 39. 2.1 3.9 3.2 5.2 .8 3.8 .5 1 41. 2.1 3.9 3.2 5.1 .8 3.7 .5 1 43. 2.0 3.8 3.1 5.0 .8 3.7 .5 1 45. 2.0 3.7 3.1 4.9 .8 3.6 .4 1 47. 1.9 3.7 3.1 4.9 .8 3.5 .4 1 49. 1.9 3.6 3.0 4.8 .8 3.5 .4 1 51. 1.8 3.6 3.0 4.7 .7 3.4 .4 1 53. 1.8 3.5 3.0 4.7 .7 3.4 .4 1 55. 1.7 3.5 2.9 4.6 .7 3.3 .4 1 57. 1.7 3.4 2.9 4.5 .7 3.3 .4 '1 59. 1.7 3.4 2.8 4.5 .7 3.2 .4 2 1. 1.5 3.1 2.5 4.3 .6 3.0 .4 2 3. 1.0 2.3 1.6 3.7 .4 2.3 .2 2 5. .8 1.8 1.1 3.3 .3 1.9 .2 2 7. .7 1.4 .8 2.9 .2 1.5 .1 2 9. .6 1.1 .6 2.6 .2 1.3 .1 2 11. .5 .9 .4 2.3 .2 1.1 .1 13. .5 .8 .4 2.1 .2 .9 .1 '2 2 15. .4 .7 .3 1.9 .1 .8 .0 2 17. .4 .6 .2 1.7 .1 .7 .0 2 19. .4 .5 .2 1.5 .1 .6 .0 '2 21. .3 .4 .2 1.4 .1 .6 .0 2 23. .3 .4 .1 1.3 .1 .5 .0 2 25. .3 .3 .1 1.2 .1 .4 .0 2 27. .3 .3 .1 1.1 .1 .4 .0 2 29. .3 .3 .1 1.0 .1 .4 .0 2 31. .2 .2 .1 .9 .1 .3 .0 2 33. .2 .2 .1 .9 .1 .3 .0 35. .2 .2 .1 .8 .1 .3 .0 '2 2 37. .2 .2 .1 .8 .1 .3 .0 2 39. .2 .2 .0 .7 .0 .2 .0 2 41. .2 .1 .0 .7 .0 .2 .0 2 43. .2 .1 .0 .6 .0 .2 .0 2 45. .2 .1 .0 .6 .0 .2 .0 2 47. .1 .1 .0 .5 .0 .2 .0 2 49. .1 .1 .0 .5 .0 .2 .0 '2 51. .1 .1 .0 .5 .0 .2 .0 2 53. .1 .1 .0 .5 .0 .1 .0 2 55. .1 .1 .0 .4 .0 .1 .0 2 57. .1 .1 .0 .4 .0 .1 .0 2 59. .1 .1 .0 .4 .0 .1 .0 3 1. .1 .1 .0 .4 .0 .1 .0 3 3. .1 .1 .0 .3 .0 .1 .0 5. .1 .1 .0 .3 .0 .1 .0 '3 3 7. .1 .1 .0 .3 .0 .1 .0 3 9. .1 .0 .0 .3 .0 .1 .0 3 11. .1 .0 .0 .3 .0 .1 .0 3 13. .1 .0 .0 .3 .0 .1 .0 3 15. .1 .0 .0 .3 .0 .1 .0. 3 17. .1 .0 .0 .2 .0 .1 .0 3 19. 1 .0 .0 .2 .0 .1 .0 '3 21. .1 .0 .0 .2 .0 .1 .0 3 23. .0 .0 .0 .2 .0 .1 .0 3 25. .0 .0 .0 .2 .0 .1 .0 3 27. .0 .0 .0 .2 .0 .1 .0 3 29. .0 .0 .0 .2 .0 .1 .0 3 31. .0 .0 .0 .2 .0 .0 .0 3 33. .0 .0 .0 .2 .0 .0 .0 3 35. .0 .0 .0 .2 .0 .0 .0 3 37. .0 .0 .0 .2 .0 .0 .0 3 39. .0 .0 .0 .2 .0 .0 .0 3 41. .0 .0 .0 .1 .0 .0 .0 3 43. .0 .0 .0 .1 .0 .0 .0 3 45. .0 .0 .0 .1 .0 .0 .0 3 47. .0 .0 .0 .1 .0 .0 .0 3 49. .0 .0 .0 .1 .0 .0 .0 '3 51. .0 .0 .0 .1 .0 .0 .0 3 53. .0 .0 .0 .1 .0 .0 .0 3 55. .0 .0 .0 .1 .0 .0 .0 57. .0 .0 .0 .1 .0 .0 .0 '3 3 59. .0 .0 .0 .1 .0 .0 .0 4 1. .0 .0 .0 .1 .0 .0 .0 4 3. .0 .0 .0 .1 .0 .0 .0 4 5. .0 .0 .0 .1 .0 .0 .0 4 7. .0 .0 .0 .1 .0 .0 .0 4 9. .0 .0 .0 .1 .0 .0 .0 4 11. .0 .0 .0 .1 .0 .0 .0 4 13. .0 .0 .0 .1 .0 .0 .0 4 15. .0 .0 .0 .1 .0 .0 .0 4 17. .0 .0 .0 .1 .0 .0 .0 4 19. .0 .0 .0 .1 .0 .0 .0 4 21. .0 .0 .0 .1 .0 .0 .0 4 23. .0 .0 .0 .1 .0 .0 .0 4 25. .0 .0 .0 .1 .0 .0 .0 4 27. .0 .0 .0 .1 .0 .0 .0 4 29. .0 .0 .0 .1 .0 .0 .0 4 31. .0 .0 .0 .1 .0 .0 .0 4 33. .0 .0 .0 .1 .0 .0 .0 4 35. .0 .0 .0 .1 .0 .0 .0 4 37. .0 .0 .0 .1 .0 .0 .0 4 39. .0 .0 .0 .1 .0 .0 .0 4 41. .0 .0 .0 .1 .0 .0 .0 4 43. .0 .0 .0 1 .0 .0 .0 4 45. .0 .0 .0 .1 .0 .0 .0 4 47. .0 .0 .0 .1 .0 .0 .0 4 49. .0 .0 .0 .1 .0 .0 .0 4 51. .0 .0 .0 .0 .0 .0 .0 4 53. .0 .0 .0 .0 .0 .0 .0 4 55. .0 .0 .0 .0 .0 .0 .0 4 57. .0 .0 .0 .0 .0 .0 .0 4 59. .0 .0 .0 .0 .0 .0 .0 5 1. .0 .0 .0 .0 .0 .0 .0 5 3. .0 .0 .0 .0 .0 .0 .0 5 5. .0 .0 .0 .0 .0 .0 .0 5 7. .0 .0 .0 .0 .0 .0 .0 5 9. .0 .0 .0 .0 .0 .0 .0 5 11. .0 .0 .0 .0 .0 .0 .0 5 13. .0 .0 .0 .0 .0 .0 .0 5 15. .0 .0 .0 .0 .0 .0 .0 5 17. .0 .0 .0 .0 .0 .0 .0 5 19. .0 .0 .0 .0 .0 .0 .0 5 21. .0 .0 .0 .0 .0 .0 .0 5 23. .0 .0 .0 .0 .0 .0 .0 5 25. .0 .0 .0 .0 .0 .0 .0 5 27. .0 .0 .0 .0 .0 .0 .0 5 29. .0 .0 .0 .0 .0 .0 .0 5 31. .0 .0 .0 .0 .0 .0 .0 5 33. .0 .0 .0 .0 .0 .0 .0 5 35. .0 .0 .0 .0 .0 .0 .0 5 37. .0 .0 .0 .0 .0 .0 .0 5 39. .0 .0 .0 .0 .0 .0 .0 5 41. .0 .0 .0 .0 .0 .0 .0 5 43. .0 .0 .0 .0 .0 .0 .0 5 45. .0 .0 .0 .0 .0 .0 .0 5 47. .0 .0 .0 .0 .0 .0 .0 5 49. .0 .0 .0 .0 .0 .0 .0 5 51. .0 .0 .0 .0 .0 .0 .0 5 53. .0 .0 .0 .0 .0 .0 .0 5 55. .0 .0 .0 .0 .0 .0 .0 5 57. .0 .0 .0 .0 .0 .0 .0 5 59. .0 .0 .0 .0 .0 .0 .0 PROP PR-1 SITE (FROM NEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 100-YR PROPOSED COND FILE: PROP-100.DAT JULY 1999 ANDERSON CONSULTING ENG L** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** IATERSHED AREA (ACRES) 1305.770 TOTAL RAINFALL (INCHES) 3.669 'OTAL INFILTRATION (INCHES) .869 TOTAL WATERSHED OUTFLOW (INCHES) 2.455 'OTAL SURFACE STORAGE AT END OF STROM (INCHES) .345 iRROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 C 1 1 [1 PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 100-YR PROPOSED COND FILE: PROP-100.DAT JULY 1999 ANDERSON CONSULTING ENG ' WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE , GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) ' 301 101 10 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .3 .0 1.7 .0 2.3 .7 2.9 4.2 3.5 12.2 .0 4.0 .0 26.4 4.6 47.8 5.2 77.7 6.1 140.9 101 402 0 1 CHANNEL .0 620. .0150 85.0 20.0 .060 2.00 0 402 502 3 3 .0 1. .0010 .0 .0 .001 10.00 602 DIVERSION TO GUTTER NUMBER 602 - TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 60.0 .0 2000.0 1940.0 502 403 0 3 .0 1. .0010 .0 .0 .001 10.00 0 602 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 403 503 3 3 .0 1. .0010 .0 .0 .001 10.00 603 DIVERSION TO GUTTER NUMBER 603 TOTAL 0 VS DIVERTED 0 IN CFS ' .0 .0 70.0 .0 2000.0 1930.0 503 404 0 3 .0 1. .0010 .0 .0 .001 10.00 0 603 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 404 504 3 3 .0 1. .0010 .0 .0 .001 10.00 604 DIVERSION TO GUTTER NUMBER 604 TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 50.0 .0 2000.0 1950.0 504 242 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 604 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 30 234 0 1 CHANNEL 3.0 2300. .0740 4.0 5.0 .040 5.00 0 31 234 0 1 CHANNEL 3.0 1550. .1160 6.0 2.0 .040 10.00 0 33 234 0 1 CHANNEL 5.0 1400. .0110 2.0 4.0 .045 10.00 0 , 234 334 0 3 .0 1. .0010 .0 .0 .001 10.00 0 334 134 9 2 PIPE .0 1. .0010 .0 .0 .001 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 18.6 5.2 37.3 16.7 55.9 33.1 74.5 53.8 93.8 78.7 ' 113.0 107.5 132.1 140.2 151.3 176.7 134 405 0 4 CHANNEL 10.0 1500. .0210 10.0 10.0 .040 2.00 0 OVERFLOW 50.0 1500. .0210 100.0 100.0 .060 2.00 137 38 0 1 CHANNEL 5.0 2000. .0180 4.0 6.0 .040 6.00 0 38 138 0 4 CHANNEL 3.0 2500. .0110 6.0 7.0 .040 2.00 0 OVERFLOW 30.0 2500. .0110 100.0 100.0 .060 3.00 138 141 0 4 CHANNEL 2.0 800. .0140 2.0 2.0 .040 2.00 0 ' OVERFLOW 6.0 800. .0140 2.0 50.0 .060 4.00 141 242 0 1 CHANNEL .0 1900. .0110 100.0 100.0 .060 2.00 0 39 139 0 1 CHANNEL 1.0 1050. .0240 2.0 2.0 .040 3.00 0 139 40 0 1 CHANNEL 1.0 1550. .0150 15.0 10.0 .060 2.00 0 ' 40 242 0 1 CHANNEL 10.0 1400. .0090 100.0 100.0 .060 2.00 0 242 142 0 3 .0 1. .0010 .0 .0 .001 10.00 0 142 405 0 4 CHANNEL 10.0 1900. .0003 2.5 2.5 .030 4.00 0 OVERFLOW 30.0 1900. .0003 2.5 100.0 .060 7.00 ' 405 505 3 3 .0 1. .0010 .0 .0 .001 10.00 605 DIVERSION .0 TO GUTTER .0 NUMBER 605 TOTAL 100.0 .0 0 VS DIVERTED 2000.0 0 1900.0 IN CFS 505 406 0 3 .0 1. .0010 .0 .0 .001 10.00 0 605 136 0 3 .0 1. .0010 .0 .0 .001 10.00 0 136 243 0 1 CHANNEL 25.0 950. .0080 100.0 60.0 .060 4.00 0 406 506 3 3 .0 1. .0010 .0 .0 .001 10.00 606 ' DIVERSION TO GUTTER NUMBER 606 TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 120.0 .0 2000.0 1880.0 506 407 0 3 .0 1. .0010 .0 .0 .001 10.00 0 606 243 0 3 .0 1. .0010 .0 .0 .001 10.00 0 ' 243 43 0 3 .0 1. .0010 .0 .0 .001 10.00 0 43 143 0 4 CHANNEL 10.0 1400. .0060 5.0 5.0 .045 4.00 0 OVERFLOW 50.0 1400. .0060 100.0 15.0 .060 5.00 143 245 0 1 CHANNEL 5.0 1650. .0070 100.0 15.0 .050 6.00 0 407 507 3 3 .0 1. .0010 .0 .0 .001 10.00 607 DIVERSION TO GUTTER NUMBER 607 - TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 140.0 .0 2000.0 1860.0 507 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 607 245 0 3 .0 1. .0010 .0 .0 .001 10.00 0 245 145 0 3 .0 1. .0010 .0 .0 .001 10.00 0 145 246 0 4 CHANNEL 7.0 2250. .0050 15.0 10.0 .050 4.00 0 OVERFLOW 107.0 2250. .0050 100.0 50.0 .060 5.00 246 847 0 3 .0 1. .0010 .0 .0 .001 10.00 0 847 846 3 3 .0 1. .0010 .0 .0 .001 10.00 898 DIVERSION TO GUTTER NUMBER 898 - TOTAL 0 VS DIVERTED 0 IN CFS 846 1 848 .0 0 .0 3 5.0 5.0 500.0 5.0 .0 1. .0010 .0 .0 .001 10.00 0 848 845 10 2 PIPE .1 10. .0010 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.5 .1 6.7 .1 13.0 .3 14.0 .4 14.0 .6 56.0 .8 134.0 .9 234.0 1.0 353.0 845 843 3 3 .0 1. .0010 .0 .0 .001 10.00 899 DIVERSION TO GUTTER NUMBER 899 - TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 14.0 14.0 500.0 14.0 843 841 0 3 .0 1. .0010 .0 .0 .001 10.00 0 842 841 0 3 .0 1. .0010 .0 .0 .001 10.00 0 0 0 3 .0 1. .0010 .0 .0 .001 10.00 0 1841 822 0 2 2 PIPE .1 10. .0010 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 500.0 .0 831 841 6 2 PIPE .1 10. .0010 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .5 .0 1.0 .0 1.5 .1 2.0 .1 2.4 898 800 0 3 .0 1. .0016 .0 .0 .001 10.00 0 1110 0 3 .0 1. .0010 .0 .0 .001 10.00 0 R899 800 13 0 3 .0 1. .0010 .0 .0 .001 10.00 0 OTAL NUMBc1 :F GUTTERS/PIPES, 54 I PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) ' 100-YR PROPOSED COND FILE: PROP-100.DAT JULY 1999 ANDERSON CONSULTING ENG ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES ' GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 30 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 157' 31 0 0 0 0 0 0 0 0 0 0 31 0 .0 0 0 0 0 0 0. 0 62 33 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 103.7 38 137 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 91 39 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 33 40 139 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 137 43 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83.5 101 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 601 134 334 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 516 136 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 14.4 138 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91 139 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 141 138 0 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 116. 142 242 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 415.8 143 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113' 145 245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 174 234 30 31 33 0 0 0 0 0 0 0 32 34 0 0 0 0 0 0 0 0 462.8 242 504 141 40 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 415 243 136 606 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 83 245 143 607 0 0 0 0 0 0 0 0 44 45 0 0 0 0 0 0 0 0 174 246 145 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 187.0 301 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 60 334 234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 462 402 101 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 97. 403 502 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 105.5 404 503 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 1281 405 134 142 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 932 406 505 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 1016.6 407 506 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 1020.7 502 402 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 971 503 403 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105 504 404 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128.3 505 405 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 932 506 406 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1016 507 407 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1020 602 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 603 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 604 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 605 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 606 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 607 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 800 898 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 822 0 0 0 0 0 0 0 0 0 0 821 0 0 0 0 0 0 0 0 0 5.4 831 0 0 0 0 0 0 0 0 0 0 830 0 0 0 0 0 0 0 0 0 6 841 843 842 831 0 0 0 0 0 0 0 804 809 0 0 0 0 0 0 0 0 228' 842 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 18 843 845 0 0 0 0 0 0 0 0 0 803 820 0 0 0 0 0 0 0 0 200.9 845 848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190 846 847 0 0 0 0 0 0 0 0 0 805 0 '0 0 0 0 0 0 0 0 190 847 246 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 187 848 846 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 190.7 898 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 899 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I PROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) �O-YR PROPOSED COND FILE: PROP-100.DAT JULY 1999 ANDERSON CONSULTING ENG �DROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS ' THE LOWER NUMBER 1S ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH ' (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER 'IME(HR/MIN) 246 847 846 848 845 843 842 841 822 831 0 1. .00 .00 .00 .00 .00 .00 .00 .01 .00 .00 .00( ) .000) .00( ) .00( ) .00(D) .00( ) .00( ) .00( ) .00( ) .00( ) 0 3. .01 .01 .01 .00 .00 .02 .02 .04 .00 .00 ' .00( ) .010) .00( ) .00(S) .00(D) .00( ) .00( ) .00( ) .00(S) .00( ) 0 5. .02. .02 .01 .00 .00 .04 .03 .08 .00 .00 ' 0 7. .00( ) .38 .02(D) .38 .00( ) .18 .00(S) .02 .000) .02 .00( ) .48 .00( .51 ) .00( ) 1.14 .00(S) .00 .00(S) .00 .00( ) .38(D) .00( ) .00(S) .02(D) .00( ) .00( ) .00( ) .00(S) .00(S) 0 9. 1.86 1.86 .83 .21 .21 2.59 2.46 5.80 .00 .02 .00( ) 1.86(D) .00( ) .00(S) .21(D) .00( ) .00( ) .00( ) .00(S) .00(S) ' 0 11. 3.41 3.41 1.35 .52 .52 5.02 4.19 10.67 .00 .07 .00( ) 3.41(D) .00( ) .00(S) .52(D) .00( ) .00( ) .00( ) .00(S) .00(S) 0 13. 4.90 4.90 1.66 .88 .88 7.20 5.34 14.76 .00 .14 .00( ) 4.90(D) .00( ) .01(S) .88(D) .00( ) .00( ) .00( ) .01(S) .00(S) 0 15. 6.28 6.28 3.06 1.42 1.42 8.70 5.86 '17.51 .00 .21 .00( ) 5.00(D) .00( ) .01(S) 1.42(D) -:'.00( ) .00( ) .00( ) .02(S) .00(S) 0 17. 9.99 9.99 7.69 2.23 2.23 13.09 8.81 26.64 .00 .31 00( ) 5.000) .00( ) .02(S) 2.23(D) .00( ) .00( ) .00( ) .03(S) .01(S) 0 19. 13.12 13.12 11.13 3.59 3.59 15.73 9.96 31.98 .00 .43 .00( ) 5.00(D) .00( ) .04(S) 3.590) .00( ) .00( ) .00( ) .05(S) .01(S) 0 21, 17.22 17.22 15,78 5.38 5,38 18.82 11.74 38.76 .00 .55 .00( ) 5.00(D) .00( ) .06(S) 5.38(D) .00( ) .00( ) .00( ) .06(S) .01(S) 0 23. 22.35 22.35 21.50 8.32 8.32 22.01 13.67 46.07 .00 .69 .00( ) 5.00(D) .00( ) .10(S) 8.32(D) .00( ) .00( ) .00( ) .09(S) .01(S) 0 25. 27.81 27.81 27.38 12.42 12.42 23.95 15.02 51.34 .00 .82 ' .00( ) 5.00(D) .00( ) .13(S) 12.42(D) .00( ) .00( ) .00( ) .12(S) .01(S) 0 27. 44.60 44.60 48.33 13.49 13.49 39.61 27.97 86.87 .00 1.01 .00( ) 5.00(D) .00( ) .20(S) 13.49(D) .00( ) .00( ) .00( ) .15(S) .02(S) 0 29. 60.63 60.63 66.13 14.00 14.00 47.22 34.12 105.87 .00 1.12 E .00( ) 5.000) .00( ) .32(S) 14.00(D) .00( ) .00( ) .00( ) .20(S) .02(S) P 0 31. 91.00 91.00 102.64 33.05 33.05 86.97 53.61 175.44 .00 1.25 L .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) .27(S) .03(S) w 0 33. 132.91 132.91 149.53 86.86 86.86 160.36 71.59 279.09 .00 1.47 .00( ) 5.00(D) .00( ) .68(S) 14.00(D) .00( ) .00( ) . .00( ) .36(S) .04(S) 0 35. 180.76 180.76 200.38 161.50 161.50 242.24 83.77 382.56 .00 1.72 .00( ) 5.00(D) .00( ) .83(S) 14.00(D) .00( ) .00( ) .00( ) .48(S) .05(S) ' 0 37. 200.53 200.53 212.70 206.79 206.79 252.78 62.90 363.55 .00 1.88 .00( ) 5.00(D) .00( ) .87(S) 14.00(D) .00( ) .00( ) .00( ) .58(S) .06(S) 0 39. 225.54 225.54 236.47 229.18 229.18 264.68 60.86 369.35 .00 1.95 .00( ) 5.00(D) .00( ) .89(S) 14.00(D) .00( ) .00( ) .00( ) .66(S) .07(S) 8 ' 0 41. 246.08 246.08 254.85 251.13 251.13 276.73 56.04 371.59 .00 1.99 .00( ) 5.00(D) .00( ) .90(S) 14.00(D) .00( ) .00( ) .00( ) .73(S) .07(S) 0 43. 262.58 262.58 269.63 265.31 265.31 283.51 51.78 369.33 .00 2.00 ot .00( ) 5.00(D) .00( ) .91(S) 14.00(D) .00( ) .00( ) .00( ) .79(S) .07(S) 0 45. 279.16 279.16 285.33 280.81 280.81 295.67 49.83 376.29 .00 1.98 .00( ) 5.00(D) .00( ) .93(S) 14.00(D) .00( ) .00( ) .00( ) .84(S) .07(S) _ 0 47. 290.74 290.74 294.87 291.93 291.93 300.14 43.78 370.18 .00 1.95 .00( ) 5.00(D) .00( ) .93(S) 14.00(D) .00( ) .00( ) .00( ) .88(S) .07(S) 0 49. 302.49 302.49 305.57 302.37 302.37 307.36 40.44 370.98 .00 1.91 .00( ) 5.00(D) .00( ) .94(S) 14.00(D) .00( ) .00( ) .00( ) .91(S) .06(S) 0 51. 314.13 314.13 316.33 313.30 313.30 315.93 37.46 374.06 .00 1.86 .00( ) 5.00(D) .00( ) .95(S) 14.00(D) .00( ) .00( ) .00( ) .94(S) .06(S) 0 53. 325.72 325.72 327.20 323.96 323.96 324.84 34.85 378.28 .00 1.81 .00( ) 5.00(D) .00( ) .96(S) 14.00(D) .00( ) .00( ) .00( ) .97(S) .06(S) 0 55. 337.92 337.92 338.90 335.43 335.43 335.29 32.84 385.14 .00 1.76 .00( ) 5.00(D) .00( ) .97(S) 14.00(D) .00( ) .00( ) .00( ) 1.00(S) 06(S) 0 57. 350.03 350.03 350.42 347.01 347.01 345.59 30.51 391.60 .00 1.71 .00( ) 5.00(D) .00( ) .98(S) 14.00(D) .00( ) .00( ) .00( ) 1.02(S) .05(S) 0 59. 362.58 362.58 362.57 358.99 358.99 356.81 28.71 399.86 .00 1.65 .00( ) 5.00(D) .00( ) .98(S) 14.000) .00( ) .00( ) .00( ) 1.04(S) .05(S) 1 1. 375.40 375.40 375.04 371.42 371.42 368.62 27.08 409.07 .00 1.60 .00( ) 5.00(D) .00( ) .99(S) 14.00(D) .00( ) .00( ) .00( ) 1.06(S) .05(S) 1 3. 388.29 388.29 387.63 383.95 383.95 380.66 25.62 418.81 .00 1.55 .00( ) 5.00(D) .00( ) 1.00(S) 14.00(D) .00( ) .00( ) .00( ) 1.07(S) .05(S) 1 5. 401.25 401.25 400.36 396.65 396.65 393.04 24.39 429.29 .00 1.50 .00( ) 5.00(D) .00( ) 1.01(S) 14.00(D) .00( ) .00( ) .00( ) 1.09(S) .04(S) 1 7. 413.93 413.93 412.80 409.18 409.18 405.16 23.13 439.53 .00 1.46 .00( ) 5.00(0) .00( ) 1.02(S) 14.00(D) .00( ) .00( ) .00( ) 1.11(S) .04(S) 1 9. 426.39 426.39 425.07 421.51 421.51 417.23 22.07 450.02 .00 1.41 .00( ) 5.00(D) .00( ) 1.03(S) 14.00(D) .00( ) .00( ) .00( ) 1.12(S) .04(S) 1 11. 438.47 438.47 436.97 433.54 433.54 429.00 21.06 460.33 .00 1.37 .00( ) 5.00(D) .00( ) 1.04(S) 14.00(D) .00( ) .00( ) .00( ) 1.14(S) .04(S) 1 13. 450.04 450.04 448.38 445.07 445.07 440.30 20.14 470.29 .00 1.33 .00( ) 5.000) .00( ) 1.05(S) 14.00(D) .00( ) .00( ) .00( ) 1.15(S) .03(S) 1 15. 461.14 461.14 459.36 456.17 456.17 451.24 19.34 480.09 .00 1.29 .00( ) 5.00(D) .00( ) 1.06(S) 14.00(D) .00( ) .00( ) .00( ) 1.17(S) .03(S) 1 17. 471.55 471.55 469.63 466.63 466.63 461.45 18.49 489.11 .00 1.25 .00( ) 5.000) .00( ) 1.07(S) 14.00(D) .00( ) .00( ) .00( ) 1.18(S) .03(S) 1 19. 481.38 481.38 479.34 476.50 476.50 471.16 17.77 497.81 .00 1.22 .00( ) 5.00(D) . .00( ) 1.07(S) 14.00(D) .00( ) .00( ) .00( ) 1.19(s) .03(S) 1 21. 490.55 490.55 488.41 485.77 485.77 480.25 17.08 505.94 .00 1.18 .00( ) 5.00(D) .00( ) 1.08(S) 14.00(D) .00( ) .00( ) .00( ) 1.21(S) .03(S) 1 23. 499.03 499.03 496.78 494.31 494.31 488.64 16.44 513.45 .00 1.15 .00( ) 5.00(D) .00( ), 1.09(S) 14.00(D) .00( ) .00( ) .00( ) 1.22(S) .02(S) 1 25. 506.85 506.85 504.53 502.24 502.24 496.45 15.89 520.50 .00 1.11 .00( ) 5.00(D) .00( ) 1.09(S) 14.00(D) .00( ) .00( ) .00( ) 1.23(S) .02(S) 1 27. 513.91 513.91 511.49 509.41 509.41 503.45 15.29 526.67 .00 1.08 .00( ) 5.00(D) .00( ) 1.10(S) 14.00(D) .00( ) .00( ) .00( ) 1.24(S) .02(S) 1 29. 520.27 520.27 517.78 515.89 515.89 509.80 14.78 532.33 .00 1.05 .00( ) 5.00(D) .00( ) 1.10(S) 14.00(D) .00( ) .00( ) .00( ) 1.25(S) .02(S) 1 31. 525.90 525.90 523.34 521.66 521.66 515.44 14.28 537.28 .00 1.02 .00( ) 5.000) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.26(S) .02(S) 1 33. 530.77 530.77 528.13 526.65 526.65 520.29 13.80 541.47 .00 .99 .00( ) 5.000) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.28(S) .02(S) 1 35. 534.95 534.95 532.25 530.95 530.95 524.50 13.38 545.08 .00 .92 .00( ) 5.00(D) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.29(S) .02(S) 1 37. 538.31 538.31 535.54 534.47 534.47 527.85 12.91 547.75 .00 .85 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00(.) 1.30(S) .01(S) 1 39. 540.97 540.97 538.14 537.26 537.26 530.53 12.52 549.86 .00 .80 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.31(S) .01(S) 1 41. 542.90 542.90 540.02 539.35 539.35 532.51 12.14 551.29 .00 .75 ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.32(S) .01(S) 1 43. .00( 544.11 544.11 541.17 540.69 540.69 533.74 11.78 552.02 .00 .71 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.33(S) .01(S) 1 45. 544.65 544.65 541.67 541.37 541.37 534.35 11.46 552.19 .00 .67 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.34(S) .01(S) 1 47. 544.48 544.48 541.44 541.34 541.34 534.21 11.12 551.56 .00 .64 .00( ) 5.00(D) .00( ) 1.12(S) 14.000) .00( ) .00( ) .00( ) 1.35(S) .01(S) 1 49. 543.67 543.67 540.60 540.66 540.66 533.45 10.82 550.39 .00 .61 .00( ) 5.000) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.36(S) .01(S) 1 51. 542.23 542.23 539.11 539.36 539.36 532.06 10.52 548.59 .00 .58 .00( ) 5.000) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.37(S) .01(S) 1 53. 540.18 540.18 537.02 537.42 537.42 530.03 10.23 546.17 .00 .56 1 ' .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.38(S) .01(S) 1 55. 537.58 537.58 534.39 534.94 534.94 527.48 9.99 543.29 .00 .54 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.39(S) .01(S) 1 57. 534.41 534.41 531.18 531.88 531.88 524.32 9.70 539.73 .00 .52 .00( ) 5.00(D) .00( ) 1.12(S) 14.00(D) .00( ) .00( ) .00( ) 1.40(S) .01(S) 1 59. 530.77 530.77 527.50 528.33 528.33 520.69 9.46 535.77 .00 .51 .00( ) 5.000) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.40(S) .01(S) 2 1. 525.77 525.77 522.16 523.75 523.75 514.92 8.26 528.29 .00 .49 .00( ) 5.00(D) .00( ) 1.11(S) 14.00(D) .00( ) .00( ) .00( ) 1.41(S) .01(S) 2 3, 519.28 .00( ) 519.28 5.000) 515.32 .00( 517.03 ) 1.10(S) 517.03 14.00(D) 506.70 .00( ) 6.97 .00( 518.07 ) .00( ) .00 1.42(S) .45 .01(S) 2 5. 512.27 512.27 508.12 509.93 509.93 498.69 6.18 508.70 .00 .41 .00( ) 5.00(D) .00( ) 1.10(S) 14.00(D) .00( ) .00( ) .00( ) 1.42(S) .01(S) 2 7. 504.85 504.85 500.59 502.49 502.49 490.64 5.63 499.64 .00 .36 ' .00( ) 5.00(D) .00( ) 1.09(S) 14.000) .00( ) .00( ) .00( ) 1.43(S) .01(S) 2 9. 497.07 497.07 492.72 494.71 494.71 482.44 5.20 490.63 .00 .32 .00( ) 5.00(D) .00( ) 1.09(S) 14.00(D) .00( ) .00( ) .00( ) 1.43(S) .01(S) 2 11. 488.97 488.97 484.56 486.63 486.63 474.06 4.85 481.57 .00 .28 ' .00( ) 5.00(D) .00( ) 1.08(S) 14.00(D) .00( ) .00( ) .00( ) 1.44(S) .00(S) 2 13. 480.62 480.62 476.16 478.29 478.29 465.49 4.55 472.43 .00 .24 .00( ) 5.00(D) .00( ) 1.07(S) 14.00(D) .00( ) .00( ) .00( ) 1.44(S) .00(S) 2 15. 472.05 472.05 467.55 469.74 469.74 456.76 4.29 463.19 .00 .21 .00( ) 5.00(D) .00( ) 1.07(S) 14.00(D) .00( ) .00( ) .00( ) 1.44(S) .00(S) 2 17. 463.33 463.33 458.79 461.01 461.01 447.90 4.05 453.89 .00 .19 ' 2 19. .00( ) 454.49 5.00(D) 454.49 .00( 449.91 ) 1.06(S) 452.17 14.00(D) 452.17 .00( ) 438.95 .00( 3.84 ) .00( ) 444.54 1.44(S) .00 .00(S) .16 .00( ) 5.00(D) .00( ) 1.06(S) 14.00(D) .00( ) .00( ) .00( ) 1.44(S) .00(S) 2 21. 445.57 445.57 440.97 443.24 443.24 429.94 3.64 435.17 .00 .14 ) 5.00(D) .00( ) 1.05(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) '.00( 2 23. 436.62 436.62 432.00 434.27 434.27 420.89 3.46 425.81 .00 .12 .00( ) 5.00(D) .00( ) 1.04(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 25. 427.66 427.66 423.02 425.29 425.29 411.85 3.30 416.48 .00 .10 00( ) 5.00(D) .00( ) 1.03(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 27. 418.72 418.72 414.06 416.33 416.33 402.84 3.14 407.20 .00 .09 .00( ) 5.00(D) .00( ) 1.03(S) 14.000) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 29. 409.82 409.82 405.14 407.39 407.39 393.86 3.00 397.98 .00 .08 .00( ) 5.00(D) .00( ) 1.02(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 31. 400.97 400.97 396.27 398.51 398.51 384.94 2.87 388.84 .00 .07 .00( ) 5.00(D) .00( ) 1.01(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 33. 392.19 .00( ) 392.19 5.00(D) 387.48 .00( 389.70 ) 1.01(S) 389.70 14.00(D) 376.10 .00( ) 2.74 .00( 379.79 ) .00( ) .00 1.45(S) .06 .00(S) 2 35. 383.49 383.49 378.76 380.96 380.96 367.34 2.62 370.84 .00 .05 .00( ) 5.00(D) .00( ) 1.00(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 37. 374.88 374.88 370.14 372.31 372.31 358.66 2.51 361.99 .00 .04 ' .00( ) 5.00(D) .00( ) .99(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 39. 366.36 366.36 361.61 363.76 363.76 350.08 2.41 353.25 .00 .04 00( ) 5.00(D) .00( ) .99(S) 14.00(D) .00( ) .00( ) .00( ) 1.45(S) .00(S) 2 41. 357.96 357.96 353.19 355.31 355.31 341.62 2.31 344.63 .00 .03 1 .00( ) 5.00(D) .00( ) .98(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 2 43. 349.67 349.67 344.90 346.98 346.98 333.27 2.22 336.15 .00 .03 .00( ) 5.00(D) .00( ) .98(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) ' 2 45. 341.52 341.52 336.74 338.78 338.78 325.06 2.13 327.81 .00 .03 .00( ) 5.00(D) .00( ) .97(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 2 47. 333.51 333.51 328.72 330.72 330.72 316.99 2.05 319.61 .00 .02 .00( ) 5.00(D) .00( ) .96(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) ' 2 49. 325.64 325.64 320.84 322.81 322.81 309.06 1.97 311.57 .00 .02 .00( ) 5.00(D) .00( ) .96(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 2 51. 317.92 317.92 313.11 315.04 , 315.04 301.28 1.90 303.68 .00 .02 ) 5.00(D) .00( ) .95(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) '.00( 2 53. 310.33 310.33 305.52 307.41 307.41 293.64 1.82 295.94 .00 .01 .00( ) 5.000) .00( ) .95(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 2 55. 302.89 302.89 298.07 299.92 299.92 286.15 1.76 288.35 .00 .01 '00( ) 5.00(D) .00( ) .94(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 2 57. 295.59 295.59 290.76 292.57 292.57 278.79 1.69 280.90 .00 .01 .00( ) 5.00(D) .00( ) .93(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 2 59. 288.43 288.43 283.59 285.37 285.37 271.58 1.63 273.60 .00 .01 .00( ) 5.00(D) .00( ) .93(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 1. 281.39 281.39 276.55 278.29 278.29 264.50 1.58 266.44 .00 .01 .00( ) 5.000) .00( ) .92(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 3. 274.49 274.49 269.64 271.34 271.34 257.55 1.52 259.41 .00 .01 .00( ) 5.000) .00( ) .92(S) 14.000) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 5. 267.71 267.71 262.86 264.53 264.53 250.72 1.47 252.52 .00 .01 .00( ) 5.000) .00( ) .91(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 7. 261.05 261.05 256.20 257.83 257.83 244.02 1.42 245.75 .00 .01 .00( ) 5.00(D) .00( ) .91(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 9. 254.51 254.51 249.65 251.25 251.25' 237.44 1.37 239.10 .00 .01 .00( ) 5.000) .00( ) .90(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 11. 248.09 248.09 243.22 2".79 244.79 230.98 1.32 232.58 .00 .01 .00( ) 5.00(D) .00( ) .90(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 13. 241.77 241.77 236.91 238.45 238.45 224.63 1.28 226.17 .00 .00 .00( ) 5.00(D) .00( ) .89(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 15. 235.57 235.57 230.70 232.26 232.26 218.44 1.24 219.93 .00 .00 .00( ) 5.00(D) .00( ) .89(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 17. 229.47 229.47 224.60 226.18 226.18 212.35 1.20 213.78 .00 .00 .00( ) 5.00(D) .00( ) .88(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 19. 223.48 223.48 218.60 220.15 220.15 206.32 1.16 207.70 .00 .00 .00( ) 5.00(D) .00( ) .88(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 21. 217.58 217.58 212.70 214.22 214.22 200.39 1.12 201.72 .00 .00 .00( ) 5.00(D) .00( ) .87(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 23. 211.77 211.77 206.89 208.38 208.38 194.55 1.09 195.84 .00 .00 .00( ) 5.00(D) .00( ) .87(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 25. 206.05 206.05 201.17 202.64 202.64 188.80 1.05 190.05 .00 .00 .00( ) 5.00(D) .00( ) .86(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 27. 200.40 200.40 195.52 196.97 196.97 183.12 1.02 184.33 .00 .00 .00( ) 5.000) .00( ) .86(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 29. 194.82 194.82 189.93 191.36 191.36 177.52 .99 178.68 .00 .00 .00( ) 5.000) .00( ) .86(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 31. 189.28 189.28 184.39 185.81 185.81 171.96 .96 173.09 .00 .00 .00( ) 5.00(D) .00( ) .85(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 33. 183.80 183.80 178.90 180.31 180.31 166.46 .93 167.55 .00 .00 .00( ) 5.00(D) .00( ) .85(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 35. 178.36 178.36 173.46 .174.85 174.85 161.00 .90 162.06 .00 .00 .00( ) 5.00(D) .00( ) .84(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 37. 172.97 172.97 168.07 169.45 169.45 155.60 .88 156.62 .00 .00 .00( ) 5.00(D) .00( ) .84(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 39. 167.64 167.64 162.73 164.09 164.09 150.24 .85 151.23 .00 .00 .00( ) 5.00(D) .00( ) .83(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 41. 162.36 162.36 157.46 158.80 158.80 144.95 .83 145.91 .00 .00 .00( ) 5.000) .00( ) .83(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 43. 157.16 157.16 152.25 153.57 153.57 139.72 .80 140.65 .00 .00 .00( ) 5.00(D) .00( ) .83(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 45. 152.03 152.03 147.13 148.42 148.42 134.57 .78 135.47 .00 .00 .00( ) 5.00(D) .00( ) .82(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 47. 147.00 147.00 142.09 143.36 143.36 � 129.50 .76 130.38 .00 .00 .00( ) 5.000) .00( ) .82(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 49. 142.06 142.06 137.15 138.39 138.39 124.53 .74 125.38 .00 .00 .00( ) 5.00(D) .00( ) .81(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 51. 137.22 137.22 132.31 133.79 133.79 119.93 .72 120.76 .00 .00 .00( ) 5.00(D) .00( ) .81(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 53. 132.50 132.50 127.59 130.98 130.98 117.12 .70 117.92 .00 .00 .00( ) 5.00(D) .00( ) .80(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 55. 127.90 127.90 122.98 126.96 126.96 113.11 .68 113.88 .00 .00 .00( ) 5.00(D) .00( ) .79(S) 14.000) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 57. 123.41 123.41 118.50 122.61 122.61 108.75 .66 109.51 .00 .00 .00( ) 5.00(D) 00( ) .78(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 3 59. 119.06 119.06 114.14 118.22 118.22 104.36 .64 105.09 .00 .00 .00( ) 5.00(D) .00( ) .77(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 1. 114.83 114.83 109.91 113.90 113.90 100.04 .62 100.75 .00 .00 .00( ) 5.00(D) .00( ) .76(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 3. 110.73 110.73 105.81 109.68 109.68 95.82 .61 96.51 .00 .00 .00( ) 5.00(D) .00( ) .74(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 5. 106.76 106.76 101.84 105.59 105.59 91.73 .59 92.40 .00 .00 ' .00( ) 5.000) .00( ) .73(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 7. 102.92 102.92 98.00 101.63 101.63 87.77 .58 88.42 .00 .00 .00( ) 5.000) .00( ) .72(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(8) 4 9. 99.21 99.21 94.29 97.79 97.79 83.93 .56 84.56 .00 .00 .00( ) 5.00(D) .00( ) .71(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 11. 95.63 95.63 90.71 94.08 94.08 80.22 .55 80.84 .00 .00 .00( ) 5.000) .00( ) .70(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 13. 92.17 92.17 87.25 90.50 90.50 76.64 .53 77.24 .00 .00 .00( ) 5.000) .00( ) .69(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 15. 88.83 88.83 83.91 87.04 87.04 73.18 .52 73.76 .00 .00 .00( ) 5.00(D) .00( ) .68(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 17. 85.61 85.61 80.69 83.70 83.70 69.84 .51 70.41 .00 .00 .00( ) 5.00(D) .00( ) .67(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 19. 82.51 82.51 77.58 80.48 80.48 66.62 .49 67.17 .00 .00 .00( ) 5.00(D) .00( ) .67(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 21. 79.52 79.52 74.59 77.38 77.38 63.52 .48 64.05 .00 .00 .00( ) 5.00(D) .00( ) .66(S) 14.00(0) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 23, 76.63 76.63 71.70 74.39 74.39 60.52 .47 61.05 .00 .00 .00( ) 5.00(D) .00( ) .65(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 25. 73.85 73.85 68.92 71.50 71.50 57.64 .46 58.15 .00 .00 .00( ) 5.00(D) .00( ) .64(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00(S) 4 27. 71.16 71.16 66.23 68.72 68.72 54.85 .45 55.35 .00 .00 ' .00( ) 5.00(D) .00( ) .63(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 29. 68.58 68.58 63.65 66.03 66.03 52.17 .44 52.65 .00 .00 .00( ) 5.00(D) .00( ) .63(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 31. 66.08 66.08 61.15 63.45 63.45 49.58 .43 50.05 .00 .00 ' .00( ) 5.00(D) .00( ) .62(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 33. 63.67 63.67 58.74 60.95 60.95 47.09 .42 47.55 .00 .00 .00( ) 5.00(0) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 35. 61.35 61.35 56.42 58.54 58.54 44.68 .41 45.13 .00 .00 .00( ) 5.00(D) .00( ) .61(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 37. 59.11 59.11 54.18 56.22 56.22 42.36 .40 42.79 .00 .00 .00( ) 5.00(D) .00( ) .60(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 39. 56.95 56.95 52.02 54.66 54.66 40.79 .39 41.22 .00 .00 .00( ) 5.00(D) .00( ) .59(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 41. 54.86 54.86 49.93 52.92 52.92 39.05 .38 39.47 .00 .00 .00( ) 5.00(0) .00( ) .59(S) 14.00(0) .00( ) .00( ) .00( ) 1.46(S) .00( ) ' 4 43. 52.85 52.85 47.92 51.04 51.04 37.17 .37 37.58 .00 .00 .00( ) 5.00(D) .00( ) .58(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 45. 50.90 50.90 45.97 49.11 49.11 35.24 .36 35.64 .00 .00 ' .00( ) 5.00(D) .00( ) .57(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 47. 49.02 49.02 44.09 47.19 47.19 33.33 .35 33.71 .00 .00 .00( ) 5.000) .00( ) .56(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 49, 47.20 47.20 42.27 45.31 45.31 31.44 .35 31.82 .00 00 .00( ) 5.00(D) .00( ) .55(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 51. 45.45 45.45 40.52 43.47 43.47 29.60 .34 29.97 .00 .00 .00( ) 5.00(D) .00( ) .54(S) 14.00(0) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 53. 43.75 43.75 38.82 41.68 41.68 27.81 .33 28.17 .00 .00 ' .00( ) 5.00(D) .00( ) .53(S) 14.00(0) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 55. 42.12 42.12 37.19 39.95 39.95 26.08 .32 26.43 .00 .00 .00( ) 5.000) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 57. 40.55 40.55 35.61 38.27 38.27 24.40 .32 24.75 .00 .00 ' .00( ) 5.00(D) .00( ) .52(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 4 59. 39.03 39.03 34.10 36.66 36.66 22.79 .31 23.12 .00 .00 .00( ) 5.00(0) .00( ) .51(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) ' 5 1. 37.57 37.57 32.64 35.10 35.10 21.23 .30 21.56 .00 .00 .00( ) 5.00(D) .00( ) .50(S) 14.00(D) .00( ) .00( ) .00( ) 1.46(S) .00( ) 5 3. 36.16 36.16 31.23 33.59 33.59 19.72 .29 20.05 .00 .00 .00( ) 5.00(D) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) ' 5 5. 34.81 34.81 29.88 32.15 32.15 18.28 .27 18.59 .00 .00 .00( ) 5.00(0) .00( ) .49(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 5 7. 33.52 33.52 28.59 30.76 30.76 16.89 .26 17.19 .00 .00 ) 5.00(D) .00( ) .48(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) '.00( 5 9. 32.28 32.28 27.35 29.42 29.42 15.55 .25 15.85 .00 .00 .00( ) 5.000) .00( ) .47(S) 14.00(D) .00( ) .00( ) .00( ) 1.47(S) .00( ) 5 11. 31.09 31.09 26.15 28.14 28.14 14.27 .24 14.56 .00 .00 .00( ) 5.000) .00( ) .47(S) 5 13. 29.94 29.94 25.01 26.91 .00( ) 5.00(D) .00( ) .46(S) 5 15. 28.85 28.85 23.92 25.73 .00( ) 5.00(D) .00( ) .46(S) 5 17. 27.81 27.81 22.88 24.60 .00( ) 5.00(D) .00( ) .45(S) 5 19. 26.81 26.81 21.88 23.52 .00( ) 5.00(D) .00( ) .45(S) 5 21. 25.86 25.86 20.93 22.48 .00( ) 5.000) .00( ) .44(S) 5 23. 24.95 24.95 20.01 21.50 .00( ) 5.00(D) .00( ) .44(S) 5 25. 24.07 24.07 19.14 20.55 .00( ) 5.00(D) .00( ) .43(S) 5 27. 23.24 23.24 18.31 19.65 .00( ) 5.00(D) .00( ) .43(S) 5 29. 22.45 22.45 17.52 18.79 .00( ) 5.00(D) .00( ) .42(S) 5 31. 21.69 21.69 16.76 17.96 .00( ) 5.00(D) .00( ) .42(S) 5 33. 20.97 20.97 16.04 17.18 .00( ) 5.000) .00( ) .42(S) 5 35. 20.28 20.28 15.35 16.43 .00( ) 5.00(D) .00( ) .41(S) 5 37. 19.62 19.62 14.69 15.71 .00( ) 5.00(D) .00( ) .41(S) 5 39. 19.00 19.00 14.06 15.03 .00( ) 5.00(D) .00( ) .40(S) 5 41. 18.40 18.40 13.46 14.38 .00( ) 5.00(D) .00( ) .40(S) 5 43. 17.82 17.82 12.89 14.00 .00( ) 5.00(D) .00( ) .40(S) 5 45. 17.28 17.28 12.34 14.00 .00( ) 5.00(D) .00( ) - .39(S) 5 47. 16.75 16.75 11.82 14.00 .00( ) 5.00(D) .00( ) .39(S) 5 49. 16.25 16.25 11.32 14.00 .00( ) 5.00(D) .00( ) .38(S) 5 51. 15.78 15.78 10.85 14.00 .00( ) 5.00(D) .00( ) .37(S) 5 53. 15.32 15.32 10.39 14.00 .00( ) 5.00(D) .00( ) .36(S) 5 55. 14.89 14.89 9.96 14.00 .00( ) 5.00(D) .00( ) .35(S) 5 57. 14.47 14.47 9.54 14.00 .00( ) 5.00(D) .00( ) .34(S) 5 59. 14.07 14.07 9.14 14.00 .00( ) 5.00(D) .00( ) .33(S) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 301 334 831 848 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 26.91 13.04 .23 13.33 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 25.73 11.86 .22 12.14 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 24.60 10.73 .21 11.01 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 23.52 9.65 .20 9.92 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 22.48 8.62 .19 8.88 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 21.50 7.63 .18 7.89 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 20.55 6.68 .17 6.94 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 19.65 5.78 .16 6.03 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 18.79 4.92 .15 5.16 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 17.96 4.09 .14 4.33 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 17.18 3.31 .13 3.54 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 16.43 2.56 .13 2.79 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 15.71 1.84 .12 2.07 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 15.03 1.16 .11 1.38 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.38 .51 .11 .72 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .07 .10 .23 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .09 .16 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .09 .15 .00 14.000) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .08 .14 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .07 .13 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .07 .13 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .06 .12 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .06 .11 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) 14.00 .01 .05 .11 .00 14.00(D) .00( ) .00( ) .00( ) 1.47(S) /ao ytz 1zaaocF VOI.VMC .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 .00( .00 .00( .Do,- .00( .00 .00( .00 .00( .00 .00( .00 .00( .00 .00( .00 .00( .00 .00( .00 .00( �ROP PR-1 SITE (FROM WEST VINE HYDROLOGY; LA, 7/98; ALSO WAREHOUSE #4; LA, 4/98) 00-YR PROPOSED COND FILE: PROP-100.DAT JULY 1999 ANDERSON CONSULTING ENG ** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ' ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 11 50.8 (DIRECT FLOW) 0 35. 30 581.0 2.8 0 36. 31 272.2 1.9 0 36. 33 272.6 3.4 0 37. 38 226.1 2.3 0 49. 39 40 91.8 242.5 2.4 1.2 0 41. 0 56. 43 492.3 3.8 1 32. 101 25.4 .6 2 19. 134 174.4 1.4 0 44. 136 386.1 1.4 1 36. 137 72.2 1.4 0 38. 138 221.3 3.0 0 53. 139 74.0 1.5 0 50. 141 206.5 1.1 1 8. 142 388.4 5.8 1 30. 143 484.7 1.8 1 42. ' 145 537.2 3.4 1 46. 234 2191.8 (DIRECT FLOW) 0 35. 242 529.1 (DIRECT FLOW) 1 1. 243 493.8 (DIRECT FLOW) 1 28. ' 245 545.2 (DIRECT FLOW) 1 37. 246 544.7 (DIRECT FLOW) 1 45. ._.. 301 25.6 .0 4.0 2 12. 75.3 .0 91.1 2 23. '334 402 46.1 (DIRECT FLOW) 0 35. 403 90.4 (DIRECT FLOW) 0 35. 404 136.4 (DIRECT FLOW) 0 35. ' 405 490.0 (DIRECT FLOW) 1 28. 406 356.3 (DIRECT FLOW) 0 35. 407 146.4 (DIRECT FLOW) 0 35. ' 502 503 46.1 70.0 (DIRECT (DIRECT FLOW) FLOW) 0 35, 0 33. 504 50.0 (DIRECT FLOW) 0 28. 505 100.0 (DIRECT FLOW) 0 48. 506 120.0 (DIRECT FLOW) 0 28. ' 507 140.0 (DIRECT FLOW) 0 32. 602 .0 (DIRECT FLOW) 0 0. 603 20.4 (DIRECT FLOW) 0 35. 604 86.4 (DIRECT FLOW) 0 35. 605 390.0 (DIRECT FLOW) 1 29. 606 236.3 (DIRECT FLOW) 0 36. 607 6.4 (DIRECT FLOW) 0 36, ' 800 19.0 (DIRECT FLOW) 0 29. 822 .0 .1 1.5 6 0. 831 2.0 .1 .1 0 42. �E. 841 552.2 (DIRECT FLOW) 1 45.�- QA, AT �� �*ta pF 842 83.8 (DIRECT FLOW) 0 35. ipt-1 843 534.4 (DIRECT FLOW) 1 45. 845 541.4 - (DIRECT FLOW) 1 46. 541.7 (DIRECT FLOW) 1 45. '846 847 544.7 (DIRECT FLOW) 1 45. 848 541.4 .1 1.1 1 46. 898 5.0 (DIRECT FLOW) 0 14. 899 14.0 (DIRECT FLOW) 0 29. ENDPROGRAM PROGRAM CALLED NOTE: ADDITIONAL R.O.W. TO MEET 42' HALF R.O.W. WILL BE DEDICATED TO THE CITY OF FORT COWNS. - L ,/ 6' on 5- 5- TRANSITION TO WATCH EL=n.6 BACK OF CURB ON WEST SIDE AND EDGE OF PAN ON r•• EAST SIDE U 9 w b 9 k 4' ASPHALT REPAIRS TO BE DONE IN ACCONOANCE WITH NDICAPPED RAMPS TYP. CITY OF FT. COLLINS TH SIDES, EACH INTERSECTOIN STANDARDS mJ r✓] -ar- xrc�•/Tx.R,�NII rzr ,rrr-- -.am. UK u ASP . rare ~> /ii]: E�'`eAa ursnx0 �1 aTm n i FAC ;0 ee¢rXK (r,M �J le• 0 ALL ceeJ .5 L Mn AVIwr ESL" e. . v..n . 15.13 OCTAL GRATE LATCH GRATE CURRENTLY USED ON 1 VEST SIDE OF MEDIA BUILDING a. H•I� LONGITUDINAL BARS BEGAN O 12' O.C. 616' -• 10/10 WWF 4' GUTTER PAN HITS ARTERIAL / COLLECTOR WITH 6' VERTICAL CURB / L •wengiEriE=u �'iwau� �eoasxxxrue�er.Vrrer rwvwr� rr.rwre..e e r .rserl...,eee ANN,, ' 'r'^£a Nam• 1/.• Y PLAN VIEW SECTION AA PEDESTRIAN RAMP DETAIL x.T3. SIDEWALK 5' VERY CURB, GUTTER E DETAIL THIS SHT. ' 777/— 777,1-�/77- — T— —T ,•59 LAPORTEAVE. uA7 R 6' ATTACHED WALI'7x T v _ 1 WIN _ RIN OP Mil-n.M --_. _ -- ]3.5- l R __ - - \5 AREA OUTSIDE ( ' 100 YEAR FLOOD''' VER,KAL :-. PLAIN ( —�/ �A MypE FACE W�B ,00 TEAR GUTTER 1 FLOOD PLAN . LIMIT OF 100 YEAR WATCH RIPRAP 1 - 'FLOOD PLAIN CURRENTLY USED I I IN POND YYY I { , RETE111rM P1Wu �yyI 4 CONCRETE PAN —/;Y. ]rrT--7i rT--TTI/—.-//Jr`--7lTJ__-T/r�_._JJ/1—%i'T 1 HITDIIRDL 1 I A ' f ' I ( EDGE OF w-RAP EXISTING STCPCAS 0.� 5 N[TtR p l R.O.W. TO BE VACATED \II Igo L.5- rEe n a 1/e•A la•• •,Er. I(16,1,L.t . Aft 6-VERTICAL CURB W REVERSE SLOPE GU R 2.-0' 1 � e VERTICAL FACE CURB S GUTTER NIJJNuN USI OF on FRK - to R SEE BLOW UP( \ FRONf V[9l J` �. \ 5/9- NON -SLIP RAISED \� xW -. •PAi1ENN STEEL PLATE M / P3 MBAR BLONG WELDED TO .(\ PLATE 12' D.C. MIX SIDE STAGGER TO AVOID CONFLICT WITH OPPOSITE SIDE. NP I NCRE E CU ER AR_ tOp IYFAR E RT GL E CURB ETAI tHls SSM+EE�I{Epy�. c N _ _ �Sp }ram lI ir START jo STRUMON \ ON BI 1 it __ _ - ff ELEV=73.5 AREA INSIDE \ I I I (APPROXIMATE) 100 YEAR •� `'\ 11 I `�N\II X' FLOOD PLAIN _I R_Tj ! 0 INJUNFIG yI I I FT ELEV . T11 I 1 1 r BENCHMARK: 33-97. U40 WEST LAPORTE AVENUE ON THE BOTTOM STEP OF THE ENTRANCE TO THE OLD GRANGE HALL ELEVATION = 5085.01 8' 't—D" a• LANDSCAPING CIFAR OPENING ,I MATCH EXST. GRADING O TOP OF CONCRETE. i0 CONCRETE CHANNEL DETAIL N.T.S. CONCRETE SIDEWALK CHASE DRAIN DETAIL SCALE: Jix=t•—O' DRAWN JL DESIGNED E SMITH OAiR MAY 1999 The Engineering Company cESIGND CRP SELLS 1'=20' "FROM PROF. NO.99-024 FORTCOLLNS,COLORADO /GAS VA.ME ram 0 u ' ✓ Y s PeT9 IT,' CHASE DRAM! CHASE L THIS iae 1 Cu s .xt _ d ATERPROOF RETAINING WALL AROUND 1. TRANSFORMER PAD. LIMIT Of IN YEAR III FLOOD PLAIN FF ELEV_72.56 F1--^- AREA OUTSIDE 100 YEAR FLOOD PLAIN I ASPHALT PAN FAA P,,,Na PIIAL I Al SATELLITE DISH FF ELEV=73.32 R ELEV )2.% TFGEND 1 FIRE HYDRANT • SIGN r• WATER VALVE _- SURVEY STATION . - SEWER MANHOLE i] TELEPHONE PEDESTAL ' STORM MANHOLE S POWER POLE CONCRETE -- T -- TELEPHONE LINE GAS METER — .- - SEWER LINE O WATER METER — • -- WATER LINE C VC IT POLE OVERHEAD POWER LINE _ TEST HOLE ---•�-- UNDERGROUND POKER LINE Do V UNDERGROIND CABLE TV —/T EDGE OF ASPHALT » SPRINKLER HEM PINE FREE '�-= �F DECIDUOUS TREE PROPOSED CONCRETE_� FLOW ARROW ® ASPHALT PATCH 74,45 PROPOSED SPOT ELEVATION AREA OF PENDING OITFALL CURB AND GUTTER x 74.45 EXISTING SPOT ELEVATION 00 20 30 40 Scale: t = 20' LAPORTEAVE. STREETIMPROVEMEN'TS I I SHEETS I SHEF AND PARKING FACILITIES IES WEST G DING & DRAINAGE PLAN 2 1 POUDRE R-1 SCHOOL DISTRICT