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HomeMy WebLinkAboutAppendix C Preliminary Hydrology Report ::/8.3A ;/63738+;BB.;9691B"/:9;= UUNIVERSITYY MEDICALL OFFICEE PARKK PRELIMINARY HYDROLOGYY REPORTT Palmm Desert,, Californiaa December 7, 2022 Contact Persons: Todd Pitner, PE Danielle Peltier, EIT Prepared for: JFK Memorial Hospital 47111 Monroe St Indio, CA 92201 (760) 347-6191 Prepared by: Michael Baker International 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 MBI JN 190641 i University Medical Office Park Michael Baker International Preliminary Hydrology Report Table of Contents 1 Introduction ............................................................................................................................. 1 2 Hydrology ................................................................................................................................. 2 2.1 Project Condition Descriptions......................................................................................... 2 2.2 Description of Analysis ..................................................................................................... 3 2.3 Rational Method .............................................................................................................. 4 2.3.1 Soil Conditions .............................................................................................................. 5 2.3.2 Land Use ....................................................................................................................... 5 2.4 Catch Basins...................................................................................................................... 5 3 Hydraulics ................................................................................................................................ 5 3.1 Proposed Improvements .................................................................................................. 5 3.2 Flood Attention ................................................................................................................ 6 4 Water Quality Treatment Measures ....................................................................................... 6 4.1 Water Quality Basins ........................................................................................................ 6 4.1.1 Proposed Condition Flood Routing............................................................................... 6 4.1.2 Drawdown Time Determination ................................................................................... 7 5 Conclusion ............................................................................................................................... 7 6 References ............................................................................................................................... 8 Figures Figure 1: Vicinity Map ..................................................................................................................... 1 Exhibits Exhibit 1 – Proposed Condition Hydrology Map ii University Medical Office Park Michael Baker International Preliminary Hydrology Report Technical Appendices Appendix A: Rational Method Calculations - 100-Year Storm Event (to be included in Final) Appendix B: Storm Drain Sizing (to be included in Final) Appendix C: Retention Basin Sizing Appendix C.1: Short Cut Synthetic Hydrograph Calculations Appendix C.2: Drawdown Time Calculation Appendix C.3: Excerpt from North Sphere Drainage Master Plan, October 2007 Appendix C.4: University Park Hydrology Study, November 2004 Appendix C.5: Underground Retention Chambers Specifications Appendix D: Soils Data Appendix D.1: Results of On-Site Percolation Testing (to be provided in Final) Appendix D.2: USDA NRCS Custom Soil Resource Report – University Park Appendix E: Flood Data Appendix E.1: FEMA FIRMette Appendix E.2: NOAA Atlas 14 Point Precipitation Frequency Estimates Appendix F: RCFC&WCD Hydrology Manual Plates E-6.1-6.3 1 University Medical Office Park Michael Baker International Preliminary Hydrology Report 1 Introduction Michael Baker International has been retained to prepare engineering design for a new commercial development known as University Medical Office Park in the City of Palm Desert, APNs 694-580-026 and -027. The proposed development includes two medical office buildings, a courtyard, and a surrounding parking lot with respective landscape, and requires a drainage report to show how storm water runoff from the 100-year storm event shall be handled on-site for proper storm water handling and safety to the public. The project site is located in Palm Desert, California in the County of Riverside. The site lies between Gerald Ford Drive and College Drive, west of Technology Drive. Figure 1 shows the general vicinity of the project location. Figure 1: Vicinity Map The objectives of this study include the following: 1. Develop a hydrology map which identifies drainage boundaries and subareas within the project site. Subarea boundaries are based on the proposed development drainage patterns, desired concentration points, and the existing topography. 2 University Medical Office Park Michael Baker International Preliminary Hydrology Report 2. Prepare an analysis of the proposed development hydrology based on the Riverside County Flood Control and Water Conservation District (RCFC&WCD) rational method for the 100-year storm events (Rational Method calculations to be provided in Final). 3. Perform catch basin sizing calculations to determine the sizes of inlets needed to provide required flood protection within the site (catch basin sizing provided in Final). 4. Determine proposed storm drain facility design with hydraulic calculations based on the proposed site plan and delineated drainage areas (hydraulics provided in Final). 5. Utilize the short cut synthetic hydrograph to perform retention basin sizing, basins shall be sized to contain the runoff resulting from the 100-year, 24-hour storm event and to evacuate the storm event within 48 hours. The included calculations are prepared in accordance with the criteria and procedures described in the RCFC&WCD Hydrology Manual (April 1978). To comply with the Colorado River Basin Regional Water Quality Control Board for discretionary new developments and redevelopment projects a separate submittal will be made for the project-specific WQMP. 2 Hydrology 2.1 Project Condition Descriptions Existing Condition The approximately 10.5-acre site is on vacant land with poor land cover. The neighboring properties consist of undeveloped land and commercial developments. There are two existing retention basins on-site that collect runoff from the three adjacent streets in accordance with the City of Palm Desert North Sphere Drainage Master Plan (October 2007). In 2004, RBF Consulting prepared a Hydrology Study for University Park Internal Streets, which included a hydrologic analysis of College Drive, University Park Drive, Pacific Avenue, and Technology Drive. The study shows that the basins on the project site collect the runoff from about 10.9 acres. According to the report, the basin in the southern corner of the project site collects 4.46 acres of College Drive and the basin in the eastern corner collects 6.40 acres of Gerald Ford Drive and portions of College Drive and Technology Drive. The basin in the eastern corner also collects the on-site runoff. The Hydrology Study prepared by RBF Consulting is included in Appendix C of this report. The site is generally flat, and slopes toward the east, in which site runoff sheet flows to the eastern retention basin. The site currently lies within a FEMA mapped flood plain Zone X, an 3 University Medical Office Park Michael Baker International Preliminary Hydrology Report area determined to be outside the 0.2% annual chance floodplain and of minimal flood hazard; the FIRMette is provided in Appendix F. Proposed Condition The hydrology delineation is based on proposed site grading and aerial topography flown and compiled for the project; the proposed project area is approximately 10.5 acres. The proposed drainage pattern is similar to the existing in that majority of the site runoff flows easterly to the on-site retention areas. Site runoff sheet flows through the proposed parking lot and is intercepted by catch basins. Runoff from the buildings, the proposed courtyard area, and the respective landscape will use roof runoff controls and area drains to convey runoff to the retention areas; these systems will be defined and sized in Final. Two underground chamber systems are proposed to replace the existing aboveground retention basin in the eastern corner. Basin B will be located under a portion of the eastern parking area and will collect on-site runoff and Basin C will be located under the north-eastern landscape area and collect offsite runoff. These two systems will prevent the commingling of stormwater from the public streets and private development, allowing effective stormwater quality monitoring. The Basin A, the southern retention basin, will remain aboveground and will be expanded to properly store the increase in runoff due to development, in addition to the existing capture of offsite runoff from the adjacent streets. New storm drain connections are proposed for the existing offsite catch basins to align with the proposed configurations of the retention areas. Drywells are included in this design to properly evacuate the runoff of the 100- year, 24-hour storm event. One drywell will be included in each basin. The drywell locations and specifications will be detailed in the final grading and utility plans. The collection locations and basin sizes are carefully planned to proportionately collect and convey runoff for retention and eventual drawdown of the storm water volume generated from the site. The proposed on-site water quality basins are designed to retain 100% of the 100-year, 24-hour storm and infiltrate within 48 hours. Geotechnical tests will provide confirmation of timely infiltration in Final. Overflow is planned to ultimately flow east along Gerald Ford Drive and is based on underground storage top of stone, catch basin flow line, and building pad elevations; a detailed discussion of overflow for all three basins will be provided in final. Exhibit 1, the Proposed Condition Hydrology Map, clearly details the various subareas and collection systems to be employed. 2.2 Description of Analysis The 10.5-acre project site consists of three sub-watershed areas; the runoff from the parking areas northeast and northwest will be conveyed to Basin B and the remainder of the site, including the proposed buildings, will be conveyed to the aboveground system, Basin A. A small portion of the parking lot, some of the proposed landscaped areas and two driveways along the perimeter of the site will flow towards the adjacent streets, Gerald Ford Drive and Technology 4 University Medical Office Park Michael Baker International Preliminary Hydrology Report Drive, and will use the offsite catch basins to enter Basin C. Site runoff for these sub-watersheds will be determined based on rational method hydrology analysis in Final. 2.3 Rational Method Hydrology calculations for the project conditions to determine 100-year discharges for the project drainage area will be performed per the RCFC&WCD Hydrology Manual guidelines. The guidelines suggest that watershed budgets for drainage areas encompassing less than one square mile be calculated using the rational method (RM). Detailed RM calculations for the 100-year storm event will be included in Appendix A. The RM is an empirical computation procedure for developing a peak runoff rate for small watersheds for storms of a specified recurrence interval. The RM equation is based on the assumption that the peak flow is directly proportional to the drainage area, rainfall intensity, and a loss coefficient, which considers the effects of land use and soil type. The design discharges were computed generated a hydrologic “link-node” model that divides the area into sub-area, each tributary to a concentration point or hydrologic “node” point determined by the existing terrain or proposed site layout. A thorough technical description of the RM is provided in the RCFC&WCD Hydrology Manual. The Antecedent Moisture Condition (AMC) can be defined as the relative wetness of a watershed just prior to a flood producing storm event and is expressed as the amount of rainfall occurring in a specific period of time prior to a major storm. The generalized definitions of AMC levels are: AMC I: Lowest runoff potential. The watershed soils are dry enough to allow satisfactory grading or cultivation to take place. AMC II: Moderate runoff potential, an intermediate condition. AMC III: Highest runoff potential. The watershed is practically saturated from antecedent rains. AMC II is applied for the 100-year storm event as outlined in the RCFC&WCD Hydrology Manual. RCFC&WCD Hydrology Manual reference plates are included in Appendix G; deviations from the RCFC&WCD Hydrology Manual include the precipitation and soil data used. Precipitation data used in this study is taken from the NOAA Atlas 14 website at the project location and is included in Appendix F. See the next section for more information on soil data deviation. 5 University Medical Office Park Michael Baker International Preliminary Hydrology Report 2.3.1 Soil Conditions The RCFC&WCD uses the SCS soils classification system, which categorizes soils into four hydrologic groups A, B, C and D with D being the least pervious, thus providing the highest runoff potential. Soil data from the USDA’s Natural Resources Conservation Service Web Soil Survey is included in Appendix E, the project site drainage area consists of hydrologic soil type A. 2.3.2 Land Use The developed site will consist of commercial land use. The commercial land use actual impervious cover range of 80 to 90 percent is provided on Plate E-6.3 of the RCFC&WCD Hydrology Manual. The proposed on-site impervious area is approximately 7.10 acres, resulting in about 68% of impervious cover and 32% pervious cover. Upon incorporating offsite flows using a 90% impervious value, the tributary area of Basin A is 80.5% impervious and 75.1% impervious for Basin C. Basin B does not collect any offsite runoff and its tributary area is 83.7% impervious. The difference of the pre and post land use development condition results in impacts to the existing drainage systems, in which approximately 33% of the total area attributed to the retention systems will be converted to impervious cover from the pervious, undeveloped condition. 2.4 Catch Basins Each on-site catch basin will be sized appropriately to collect its tributary flows, inlet sizing calculations will be performed in Final. 3 Hydraulics Hydraulic calculations for the proposed pipe systems will be performed and provided in Final using the Los Angeles County Flood Control District Water Surface Pressure Gradient (WSPGW – CivilDesign) design software. WSPGW computes and plots uniform and non-uniform steady flow water surface profiles and pressure gradients in open channels or closed conduits with irregular or regular sections. The computation procedure is based on solving Bernoulli’s equation for the total energy between two sections in a reach. 3.1 Proposed Improvements The proposed facilities constitute of multiple storm drain lines that convey runoff. The three off-site catch basins will require new storm drain connections to the on-site retention systems due to the replacement of the northern basin with underground chambers and the expansion 6 University Medical Office Park Michael Baker International Preliminary Hydrology Report of the southern, aboveground basin. A complete layout of the proposed improvements can be seen on Exhibit 1, the Proposed Condition Hydrology Map. 3.2 Flood Attention There are no anticipated negative downstream or upstream impacts from this development, therefore, no on-site flood attention is needed for this project. 4 Water Quality Treatment Measures 4.1 Water Quality Basins Low Impact Development (LID) is implemented for this project site and is in accordance with the Riverside County Design Handbook for Low Impact Development Best Management Practices. The project is required to retain 100% of the 100-year, 24-hour storm event on-site per the City of Palm Desert retention requirements. A spreadsheet based on the short cut synthetic hydrograph method approach as prescribed by the RCFC&WCD Hydrology Manual has been utilized to perform the calculations and is found in Appendix C, a summary is provided below. 4.1.1 Proposed Condition Flood Routing Basin storage capacity is modeled based on the “truncated pyramid” formula, a more conservative estimate than “average end areas” sometimes used. Percolation is taken incrementally, and the proposed drywells are incorporated in the analysis. Rainfall input data for the 100-year, 24-hour storm is input per said Hydrology Manual using the aforementioned NOAA Atlas 14 point precipitation frequency estimates. Basin inflow is modeled in 15-minute intervals for the 24-hour storm, based on the design storm unit hydrographs presented in the RCFC&WCD Hydrology Manual. Basin ID: A Depth: 5 feet + 1 foot of freeboard Area at Top of Basin: 12,240.3 SF Max Storage: 41,162.14 CF Total Flow Volume: 54,681.65 CF 100-Year, 24-Hour Water Surface Elevation: 171.9 ft Basin ID: B Depth: 6.00 feet 7 University Medical Office Park Michael Baker International Preliminary Hydrology Report Area at Top of Basin: 6000.15 SF Max Storage: 20,327.43 CF Total Flow Volume: 30,597.87 CF Basin ID: C Depth: 8.50 feet Area at Top of Basin: 6552 SF Max Storage: 33,202 CF Total Flow Volume: 45,245.25 CF The maximum side slope of the aboveground basin is 3:1 in order to accommodate the site plan due to the large volume of offsite run-on. The aboveground basin meets the requirement for 1 foot minimum of freeboard. No percolation tests have been performed yet for this project, results of geotechnical analysis will be included in Appendix D. The basin depth shown on the unit hydrograph calculations for the underground basins are not representative of the actual depth since pore space has to be incorporated into the design. The depth is adjusted so that the unit hydrographs use the actual storage provided by the systems, and still account for appropriate infiltration based on the area. 4.1.2 Drawdown Time Determination Drawdown time is the amount of time the design volume takes to pass through the effective storage area of the retention basin. Per the City of Palm Desert requirement, the drawdown time must not exceed 48 hours in order to implement proper vector control and prevent other nuisance issues. The drawdown times for the proposed basins are analyzed using an infiltration rate of 2 in/hr due to the use of drywells that allow for even greater infiltration. A factor of safety of 3 will be applied to the determined infiltration rate. The anticipated design infiltrate rate of 2 in/hr is applied to the total dead storage volume and results in a drawdown time of approximately 33, 12, and 22 hours for Basins A, B, and C, respectively, which all fall within the 48-hour maximum; the drawdown time calculations are included in Appendix C. 5 Conclusion The methodologies used in this study are in compliance with the City of Palm Desert and RCFC&WCD criteria. The proposed retention basin systems will retain 100% of the 100-year, 24- hour storm event. Based on the provided design calculations, the proposed drainage system will capture sufficient on-site and offsite runoff to prevent significant flooding during the 100- year storm event. There are no anticipated negative upstream or downstream impacts. 8 University Medical Office Park Michael Baker International Preliminary Hydrology Report 6 References 1. Riverside County Flood Control and Water Conservation District Hydrology Manual, RCFC&WCD April 1978. 2. Design Handbook for Low Impact Development Best Management Practices, RCFC&WCD September 2011. 3. Riverside County Whitewater River Region Stormwater Quality Best Management Practice Design Handbook for Low Impact Development, RCFC&WCD June 2014. 4. Hydrology Study University Park Internal Streets, RBF Consulting November 2004. 5. City of Palm Desert North Sphere Drainage Master Plan, VA Consulting, Inc. October 2007. 75 4 1 0 G E R A L D F O R D D R I V E , S T E . 1 0 0 , P A L M D E S E R T , C A . 9 2 2 1 1 76 0 - 3 4 6 - 7 4 8 1 REVISED: 12/07/2022 VI C I N I T Y M A P University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX A RATIONAL METHOD CALCULATIONS - 100-YEAR STORM EVENT (TO BE INCLUDED IN FINAL) University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX B STORM DRAIN SIZING (TO BE INCLUDED IN FINAL) University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX C RETENTION BASIN SIZING University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX C.1 SHORT CUT SYNTHETIC HYDROGRAPH CALCULATIONS 1 o f 6 HY D R O L O G Y C A L C U L A T I O N S - U N I V E R S I T Y P A R K Us i n g t h e R C F C & W C D S h o r t C u t U n i t H y d r o g r a p h M e t h o d Ar e a D e s i g n a t i o n s Dr a i n a g e A r e a ( a c . ) 8 . 6 3 0 0 Un i t t i m e ( m i n u t e s ) 5 5 5 15 10 0 Y e a r S t o r m D u r a t i o n ( h r s ) 1 3 6 24 To t a l P r e c i p i t a t i o n ( P l a t e s D - 4 . 4 , E - 5 . 2 , 5 . 4 , 5 . 6 ) ( i n . ) 1. 5 3 2. 2 1 2. 8 9 4. 4 9 Or d a t a f r o m N O A A i n t e r a c t i v e w e b s i t e So i l s G r o u p A AM C i n d e x I I R u n o f f N u m b e r ( p l a t e E - 6 . 1 ) 32 Pl a t e E - 6 . 2 P e r v i o u s A r e a L o s s R a t e ( F p ) ( i n / h r ) 0. 7 4 (A M C I I ) Pe r c e n t a g e o f I m p e r v i o u s C o v e r ( A i ) ( % ) ( p l a t e E - 6 . 3 ) 80 . 4 6 We i g h t e d A v e r a g e L o s s R a t e ( F = F p ( 1 - . 9 A i ) ) ( i n . / h r . ) 0. 2 0 (u s e d f o r 1 , 3 , a n d 6 h o u r s t o r m , t h e 2 4 h o u r s t o r m u s e s va r i a b l e m a x i m u m l o s s r a t e p e r p l a t e E - 1 . 1 ( 3 o f 6 ) ) Lo w L o s s R a t e P e r c e n t ( % ) 90 Re t e n t i o n B a s i n P e r c o l a t i o n R a t e ( i n / h r ) 2 (a l s o u s e d f o r d r y w e l l p e r c o l a t i o n r a t e ) Pe r c o l a t i o n i s t a k e n i n c r e m e n t a l l y . Ba s i n v o l u m e i s c a l c u l a t e d us i n g t h e " t r u n c a t e d p y r a m i d " f o r m u l a , a m o r e c o n se r v a t i v e e s t i m a t e t h a n " av e r a g e d e n d a r e a s " s o m e t i me s u s e d (D r y w e l l c a n b e " z e r o e d o u t " b y r e d u c in g n u m b e r s t o l e s s t h a n . 0 0 1 , b u t s ho u l d n o t e n t e r e d a s z e r o s o r p r o g r a m c h o k e s . ) Dr y w e l l s t o r a g e i n c l u d e s 4 0 % o f t h e 1 ' w i d e r o c k b e d s u r r o u n d i n g t h e d r y w e l l : f o r m u l a ( u p p e r ) * P I ( ) * ( d i a m / 2 ) ^ 2 + ( l o w e r ) * P I ( ) * ( ( d i am / 2 ) ^ 2 + 0 . 4 * ( ( d i a m / 2 + ( g r a v +0 . 4 1 6 6 ) ) ^ 2 - ( d i a m / 2 + 0 . 4 1 6 6 ) ^ 2 ) ) Th e d r y w e l l w a l l t h i c k n e s s i s a s s u m e d a t 5 " ( 0 .4 1 6 6 ) a n d t h e g r a v e l b e d w i d t h i s v a r i a b l e " g r a v " Dr y w e l l c a n b e z e r o e d o u t b y e n t e r i n g . 0 0 1 f o r v a l u e s Dr y w e l l d e s i g n f a c t o r s Up p e r s e c . ( f t . ) = 5 Lo w e r s e c . ( f t . ) = 15 Ri n g d i a m . ( f t . ) = 4 Dr y w e l l l o w e r m a x . ( c f ) = 29 8 . 4 5 Up p e r m a x . ( c f ) = 62 . 8 3 Gr a v e l b e d w i d t h a r o u n d d r w y e l l = 1 Dr y w e l l t o t a l ( c f ) = 36 1 . 2 8 Re t . B a s i n d e s i g n ( a r e a , d e p t h ) To p = 12 2 4 0 . 3 s. f . Bo t . = 47 9 5 . 5 s. f . Ma x . D e p t h ( d ) = 5 Ma x . s t o r a g e = 41 1 6 2 . 1 4 ( d / 3 ) * ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 0 ) Fo r m u l a s v o l = ( h / 3 ) * ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 0 ) a r e a = b o t t o m + ( h / d ) * ( t o p - b o t t o m ) h= ( v o l * 3 ) / ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 ) (v a l u e s m u s t b e n o n - z e r o o r e r r o r o c c u r s ) Ou t s i d e i n p u t f r o m : N/ A 1 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 3. 7 0. 6 7 9 3 0. 2 0 4 1 N/ A 0. 4 7 5 2 4. 1 3 5 0 12 4 0 . 5 0 0. 0 0 30 . 8 9 0. 4 3 36 1 . 2 8 20 . 0 0 87 8 . 7 9 47 9 5 . 5 0 66 . 6 0 81 2 . 1 9 0. 1 0 0. 0 0 0. 0 0 0: 1 0 4. 8 0. 8 8 1 3 0. 2 0 4 1 N/ A 0. 6 7 7 1 5. 8 9 2 4 17 6 7 . 7 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 17 6 3 . 7 6 49 4 2 . 4 0 68 . 6 4 25 0 7 . 3 0 0. 3 0 0. 0 0 0. 0 0 0: 1 5 5. 1 0. 9 3 6 4 0. 2 0 4 1 N/ A 0. 7 3 2 2 6. 3 7 1 7 19 1 1 . 5 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 19 0 7 . 5 5 52 4 8 . 9 8 72 . 9 0 43 4 1 . 9 5 0. 5 3 0. 0 0 0. 0 0 0: 2 0 4. 9 0. 8 9 9 6 0. 2 0 4 1 N/ A 0. 6 9 5 5 6. 0 5 2 2 18 1 5 . 6 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 1 1 . 6 9 55 8 0 . 8 1 77 . 5 1 60 7 6 . 1 3 0. 7 4 0. 0 0 0. 0 0 0: 2 5 6. 6 1. 2 1 1 8 0. 2 0 4 1 N/ A 1. 0 0 7 6 8. 7 6 8 3 26 3 0 . 4 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 26 2 6 . 5 0 58 9 4 . 4 6 81 . 8 7 86 2 0 . 7 7 1. 0 5 0. 0 0 0. 0 0 0: 3 0 7. 3 1. 3 4 0 3 0. 2 0 4 1 N/ A 1. 1 3 6 1 9. 8 8 6 6 29 6 5 . 9 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 29 6 2 . 0 1 63 5 4 . 7 0 88 . 2 6 11 4 9 4 . 5 2 1. 4 0 0. 0 0 0. 0 0 0: 3 5 8. 4 1. 5 4 2 2 0. 2 0 4 1 N/ A 1. 3 3 8 1 11 . 6 4 4 1 34 9 3 . 2 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 34 8 9 . 2 5 68 7 4 . 4 6 95 . 4 8 14 8 8 8 . 2 9 1. 8 1 0. 0 0 0. 0 0 0: 4 0 9 1. 6 5 2 4 0. 2 0 4 1 N/ A 1. 4 4 8 3 12 . 6 0 2 7 37 8 0 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 37 7 6 . 8 3 74 8 8 . 2 7 10 4 . 0 0 18 5 6 1 . 1 1 2. 2 5 0. 0 0 0. 0 0 0: 4 5 12 . 3 2. 2 5 8 3 0. 2 0 4 1 N/ A 2. 0 5 4 1 17 . 8 7 5 0 53 6 2 . 5 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 53 5 8 . 5 2 81 5 2 . 5 6 11 3 . 2 3 23 8 0 6 . 4 0 2. 8 9 0. 0 0 0. 0 0 0: 5 0 17 . 6 3. 2 3 1 4 0. 2 0 4 1 N/ A 3. 0 2 7 2 26 . 3 4 2 6 79 0 2 . 7 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 78 9 8 . 8 2 91 0 1 . 2 5 12 6 . 4 1 31 5 7 8 . 8 2 3. 8 4 0. 0 0 0. 0 0 PE A K 0: 5 5 16 . 1 2. 9 5 6 0 0. 2 0 4 1 N/ A 2. 7 5 1 8 23 . 9 4 6 1 71 8 3 . 8 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 71 7 9 . 8 7 10 5 0 7 . 0 1 14 5 . 9 3 38 6 1 2 . 7 5 4. 6 9 0. 0 0 0. 0 0 1: 0 0 4. 2 0. 7 7 1 1 0. 2 0 4 1 N/ A 0. 5 6 7 0 4. 9 3 3 8 14 8 0 . 1 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 14 7 6 . 1 8 11 7 7 9 . 2 0 16 3 . 6 0 39 9 2 5 . 3 3 4. 8 5 0. 0 0 0. 0 0 0 0. 0 0 0 0 0. 2 0 4 1 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 7 . 3 1 19 . 6 8 0. 0 0 12 0 1 6 . 6 0 16 6 . 9 0 39 7 5 8 . 4 3 4. 8 3 0. 0 0 0. 0 0 0 0. 0 0 0 0 0. 2 0 4 1 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 3 . 3 3 19 . 3 7 0. 0 0 11 9 8 6 . 4 2 16 6 . 4 8 39 5 9 1 . 9 6 4. 8 1 0. 0 0 0. 0 0 1: 1 5 0 0. 0 0 0 0 0. 2 0 4 1 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 9 . 3 6 19 . 0 5 0. 0 0 11 9 5 6 . 3 1 16 6 . 0 6 39 4 2 5 . 9 0 4. 7 9 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 41 5 3 5 . 2 0 To t a l O v e r f l o w ( c f ) 0. 0 0 Pr o p o s e d C o n d i t i o n s * - B a s i n A ( C o l l e g e & T e c h ) *r e c e i v i n g r u n o f f f r o m s o u t h h a l f o f C o l l e g e D r . f r o m n o r t h w e s t e r n U n i v e r s i t y Pa r k / C o l l e g e i n t e r s e c t i o n t o s o u t h w e s t e r n U n i v e r s i t y P a r k / C o l l e g e in t e r s e c t i o n A N D 4 . 1 7 a c r e s o f o n - s i t e d e v e l o p m e n t . 2 o f 6 3 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 1. 3 0. 3 4 0. 2 0 N/ A 0. 1 4 0 6 1. 2 2 3 7 36 7 . 1 1 0. 0 0 30 . 8 9 0. 4 3 36 1 . 2 8 20 . 0 0 5. 4 0 47 9 5 . 5 0 5. 4 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 0 1. 3 0. 3 4 0. 2 0 N/ A 0. 1 4 0 6 1. 2 2 3 7 36 7 . 1 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 36 3 . 1 3 47 9 5 . 5 0 66 . 6 0 29 6 . 5 3 0. 0 4 0. 0 0 0. 0 0 0: 1 5 1. 1 0. 2 9 0. 2 0 N/ A 0. 0 8 7 6 0. 7 6 2 1 22 8 . 6 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 22 4 . 6 7 48 4 9 . 1 3 67 . 3 5 45 3 . 8 5 0. 0 6 0. 0 0 0. 0 0 0: 2 0 1. 5 0. 4 0 0. 2 0 N/ A 0. 1 9 3 7 1. 6 8 5 2 50 5 . 5 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 50 1 . 6 0 48 7 7 . 5 9 67 . 7 4 88 7 . 7 1 0. 1 1 0. 0 0 0. 0 0 0: 2 5 1. 5 0. 4 0 0. 2 0 N/ A 0. 1 9 3 7 1. 6 8 5 2 50 5 . 5 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 50 1 . 6 0 49 5 6 . 0 6 68 . 8 3 13 2 0 . 4 7 0. 1 6 0. 0 0 0. 0 0 0: 3 0 1. 8 0. 4 8 0. 2 0 N/ A 0. 2 7 3 2 2. 3 7 7 6 71 3 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 0 50 3 4 . 3 3 69 . 9 2 19 5 9 . 8 5 0. 2 4 0. 0 0 0. 0 0 0: 3 5 1. 5 0. 4 0 0. 2 0 N/ A 0. 1 9 3 7 1. 6 8 5 2 50 5 . 5 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 50 1 . 6 0 51 4 9 . 9 7 71 . 5 3 23 8 9 . 9 2 0. 2 9 0. 0 0 0. 0 0 0: 4 0 1. 8 0. 4 8 0. 2 0 N/ A 0. 2 7 3 2 2. 3 7 7 6 71 3 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 0 52 2 7 . 7 5 72 . 6 1 30 2 6 . 6 1 0. 3 7 0. 0 0 0. 0 0 0: 4 5 1. 8 0. 4 8 0. 2 0 N/ A 0. 2 7 3 2 2. 3 7 7 6 71 3 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 0 53 4 2 . 9 1 74 . 2 1 36 6 1 . 7 0 0. 4 4 0. 0 0 0. 0 0 0: 5 0 1. 5 0. 4 0 0. 2 0 N/ A 0. 1 9 3 7 1. 6 8 5 2 50 5 . 5 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 50 1 . 6 0 54 5 7 . 7 7 75 . 8 0 40 8 7 . 4 9 0. 5 0 0. 0 0 0. 0 0 0: 5 5 1. 6 0. 4 2 0. 2 0 N/ A 0. 2 2 0 2 1. 9 1 6 0 57 4 . 8 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 57 0 . 8 3 55 3 4 . 7 9 76 . 8 7 45 8 1 . 4 5 0. 5 6 0. 0 0 0. 0 0 1: 0 0 1. 8 0. 4 8 0. 2 0 N/ A 0. 2 7 3 2 2. 3 7 7 6 71 3 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 0 56 2 4 . 1 3 78 . 1 1 52 1 2 . 6 4 0. 6 3 0. 0 0 0. 0 0 1: 0 5 2. 2 0. 5 8 0. 2 0 N/ A 0. 3 7 9 3 3. 3 0 0 7 99 0 . 2 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 98 6 . 2 3 57 3 8 . 2 8 79 . 7 0 61 1 9 . 1 6 0. 7 4 0. 0 0 0. 0 0 1: 1 0 2. 2 0. 5 8 0. 2 0 N/ A 0. 3 7 9 3 3. 3 0 0 7 99 0 . 2 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 98 6 . 2 3 59 0 2 . 2 4 81 . 9 8 70 2 3 . 4 1 0. 8 5 0. 0 0 0. 0 0 1: 1 5 2. 2 0. 5 8 0. 2 0 N/ A 0. 3 7 9 3 3. 3 0 0 7 99 0 . 2 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 98 6 . 2 3 60 6 5 . 7 9 84 . 2 5 79 2 5 . 3 9 0. 9 6 0. 0 0 0. 0 0 1: 2 0 2 0. 5 3 0. 2 0 N/ A 0. 3 2 6 3 2. 8 3 9 1 85 1 . 7 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 84 7 . 7 6 62 2 8 . 9 3 86 . 5 1 86 8 6 . 6 4 1. 0 6 0. 0 0 0. 0 0 1: 2 5 2. 6 0. 6 9 0. 2 0 N/ A 0. 4 8 5 4 4. 2 2 3 8 12 6 7 . 1 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 6 3 . 1 6 63 6 6 . 6 1 88 . 4 3 98 6 1 . 3 7 1. 2 0 0. 0 0 0. 0 0 1: 3 0 2. 7 0. 7 2 0. 2 0 N/ A 0. 5 1 1 9 4. 4 5 4 5 13 3 6 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 3 2 . 3 9 65 7 9 . 0 8 91 . 3 8 11 1 0 2 . 3 9 1. 3 5 0. 0 0 0. 0 0 1: 3 5 2. 4 0. 6 4 0. 2 0 N/ A 0. 4 3 2 3 3. 7 6 2 2 11 2 8 . 6 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 11 2 4 . 6 9 68 0 3 . 5 4 94 . 4 9 12 1 3 2 . 5 8 1. 4 7 0. 0 0 0. 0 0 1: 4 0 2. 7 0. 7 2 0. 2 0 N/ A 0. 5 1 1 9 4. 4 5 4 5 13 3 6 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 3 2 . 3 9 69 8 9 . 8 6 97 . 0 8 13 3 6 7 . 8 9 1. 6 2 0. 0 0 0. 0 0 1: 4 5 3. 3 0. 8 8 0. 2 0 N/ A 0. 6 7 1 0 5. 8 3 9 2 17 5 1 . 7 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 17 4 7 . 7 8 72 1 3 . 2 9 10 0 . 1 8 15 0 1 5 . 4 9 1. 8 2 0. 0 0 0. 0 0 1: 5 0 3. 1 0. 8 2 0. 2 0 N/ A 0. 6 1 8 0 5. 3 7 7 6 16 1 3 . 2 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 0 9 . 3 2 75 1 1 . 2 8 10 4 . 3 2 16 5 2 0 . 4 8 2. 0 1 0. 0 0 0. 0 0 1: 5 5 2. 9 0. 7 7 0. 2 0 N/ A 0. 5 6 4 9 4. 9 1 6 1 14 7 4 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 14 7 0 . 8 5 77 8 3 . 4 8 10 8 . 1 0 17 8 8 3 . 2 3 2. 1 7 0. 0 0 0. 0 0 2: 0 0 3 0. 8 0 0. 2 0 N/ A 0. 5 9 1 5 5. 1 4 6 9 15 4 4 . 0 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 15 4 0 . 0 9 80 2 9 . 9 5 11 1 . 5 3 19 3 1 1 . 7 9 2. 3 5 0. 0 0 0. 0 0 2: 0 5 3. 1 0. 8 2 0. 2 0 N/ A 0. 6 1 8 0 5. 3 7 7 6 16 1 3 . 2 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 0 9 . 3 2 82 8 8 . 3 3 11 5 . 1 2 20 8 0 5 . 9 9 2. 5 3 0. 0 0 0. 0 0 2: 1 0 4. 2 1. 1 1 0. 2 0 N/ A 0. 9 0 9 7 7. 9 1 6 2 23 7 4 . 8 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 23 7 0 . 8 8 85 5 8 . 5 8 11 8 . 8 7 23 0 5 8 . 0 0 2. 8 0 0. 0 0 0. 0 0 2: 1 5 5 1. 3 3 0. 2 0 N/ A 1. 1 2 1 9 9. 7 6 2 4 29 2 8 . 7 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 29 2 4 . 7 3 89 6 5 . 8 9 12 4 . 5 3 25 8 5 8 . 2 1 3. 1 4 0. 0 0 0. 0 0 2: 2 0 3. 5 0. 9 3 0. 2 0 N/ A 0. 7 2 4 1 6. 3 0 0 7 18 9 0 . 2 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 8 6 . 2 5 94 7 2 . 3 5 13 1 . 5 6 27 6 1 2 . 9 0 3. 3 5 0. 0 0 0. 0 0 2: 2 5 6. 8 1. 8 0 0. 2 0 N/ A 1. 5 9 9 2 13 . 9 1 6 3 41 7 4 . 8 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 41 7 0 . 9 2 97 8 9 . 7 1 13 5 . 9 7 31 6 4 7 . 8 5 3. 8 4 0. 0 0 0. 0 0 2: 3 0 7. 3 1. 9 4 0. 2 0 N/ A 1. 7 3 1 8 15 . 0 7 0 2 45 2 1 . 0 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 45 1 7 . 0 8 10 5 1 9 . 4 9 14 6 . 1 0 36 0 1 8 . 8 2 4. 3 8 0. 0 0 0. 0 0 2: 3 5 8. 2 2. 1 7 0. 2 0 N/ A 1. 9 7 0 5 17 . 1 4 7 2 51 4 4 . 1 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 51 4 0 . 1 7 11 3 1 0 . 0 5 15 7 . 0 8 41 0 0 1 . 9 1 4. 9 8 0. 0 0 0. 0 0 2: 4 0 5. 9 1. 5 6 0. 2 0 N/ A 1. 3 6 0 5 11 . 8 3 9 3 35 5 1 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 35 4 7 . 8 3 12 2 1 1 . 3 2 16 9 . 6 0 41 1 6 2 . 1 4 5. 0 0 32 1 8 . 0 0 10 . 7 3 PE A K 2: 4 5 2 0. 5 3 0. 2 0 N/ A 0. 3 2 6 3 2. 8 3 9 1 85 1 . 7 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 84 7 . 7 6 12 2 4 0 . 3 0 17 0 . 0 0 41 1 6 2 . 1 4 5. 0 0 67 7 . 7 6 2. 2 6 2: 5 0 1. 8 0. 4 8 0. 2 0 N/ A 0. 2 7 3 2 2. 3 7 7 6 71 3 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 0 12 2 4 0 . 3 0 17 0 . 0 0 41 1 6 2 . 1 4 5. 0 0 53 9 . 2 9 1. 8 0 2: 5 5 1. 8 0. 4 8 0. 2 0 N/ A 0. 2 7 3 2 2. 3 7 7 6 71 3 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 0 12 2 4 0 . 3 0 17 0 . 0 0 41 1 6 2 . 1 4 5. 0 0 53 9 . 2 9 1. 8 0 3: 0 0 0. 6 0. 1 6 0. 2 0 0. 1 4 0. 0 1 5 9 0. 1 3 8 5 41 . 5 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 37 . 5 7 12 2 4 0 . 3 0 17 0 . 0 0 41 0 2 9 . 7 0 4. 9 8 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 7 . 3 1 19 . 6 8 0. 0 0 12 2 1 6 . 3 5 16 9 . 6 7 40 8 6 0 . 0 3 4. 9 6 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 3 . 3 3 19 . 3 7 0. 0 0 12 1 8 5 . 6 6 16 9 . 2 5 40 6 9 0 . 7 9 4. 9 4 0. 0 0 0. 0 0 3: 1 5 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 9 . 3 6 19 . 0 5 0. 0 0 12 1 5 5 . 0 5 16 8 . 8 2 40 5 2 1 . 9 7 4. 9 2 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 5 . 3 8 18 . 7 3 0. 0 0 12 1 2 4 . 5 1 16 8 . 4 0 40 3 5 3 . 5 7 4. 9 0 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 1 . 4 1 18 . 4 2 0. 0 0 12 0 9 4 . 0 6 16 7 . 9 7 40 1 8 5 . 6 0 4. 8 8 0. 0 0 0. 0 0 3: 3 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 7 . 4 4 18 . 1 0 0. 0 0 12 0 6 3 . 6 8 16 7 . 5 5 40 0 1 8 . 0 5 4. 8 6 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 3 . 4 6 17 . 7 9 0. 0 0 12 0 3 3 . 3 7 16 7 . 1 3 39 8 5 0 . 9 2 4. 8 4 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 32 9 . 4 9 17 . 4 7 0. 0 0 12 0 0 3 . 1 4 16 6 . 7 1 39 6 8 4 . 2 1 4. 8 2 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 50 2 0 6 . 6 3 To t a l O v e r f l o w ( c f ) 49 7 4 . 3 4 3 o f 6 6 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 0. 5 0. 1 7 0. 2 0 0. 1 6 0. 0 1 7 3 0. 1 5 0 9 45 . 2 7 0. 0 0 30 . 8 9 0. 4 3 44 . 8 4 2. 2 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 0 0. 6 0. 2 1 0. 2 0 0. 1 9 0. 0 2 0 8 0. 1 8 1 1 54 . 3 2 0. 0 0 69 . 2 4 0. 9 6 98 . 2 0 4. 9 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 5 0. 6 0. 2 1 0. 2 0 0. 1 9 0. 0 2 0 8 0. 1 8 1 1 54 . 3 2 0. 0 0 11 4 . 8 8 1. 6 0 15 0 . 9 2 7. 5 9 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 2 0 0. 6 0. 2 1 0. 2 0 0. 1 9 0. 0 2 0 8 0. 1 8 1 1 54 . 3 2 0. 0 0 15 9 . 9 7 2. 2 2 20 3 . 0 2 10 . 2 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 2 5 0. 6 0. 2 1 0. 2 0 0. 1 9 0. 0 2 0 8 0. 1 8 1 1 54 . 3 2 0. 0 0 20 4 . 5 3 2. 8 4 25 4 . 5 0 12 . 7 9 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 3 0 0. 7 0. 2 4 0. 2 0 N/ A 0. 0 3 8 6 0. 3 3 6 1 10 0 . 8 3 0. 0 0 24 8 . 5 6 3. 4 5 36 1 . 2 8 20 . 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 3 5 0. 7 0. 2 4 0. 2 0 N/ A 0. 0 3 8 6 0. 3 3 6 1 10 0 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 96 . 8 6 47 9 5 . 5 0 66 . 6 0 30 . 2 5 0. 0 0 0. 0 0 0. 0 0 0: 4 0 0. 7 0. 2 4 0. 2 0 N/ A 0. 0 3 8 6 0. 3 3 6 1 10 0 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 96 . 8 6 48 0 0 . 9 7 66 . 6 8 60 . 4 3 0. 0 1 0. 0 0 0. 0 0 0: 4 5 0. 7 0. 2 4 0. 2 0 N/ A 0. 0 3 8 6 0. 3 3 6 1 10 0 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 96 . 8 6 48 0 6 . 4 3 66 . 7 6 90 . 5 3 0. 0 1 0. 0 0 0. 0 0 0: 5 0 0. 7 0. 2 4 0. 2 0 N/ A 0. 0 3 8 6 0. 3 3 6 1 10 0 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 96 . 8 6 48 1 1 . 8 7 66 . 8 3 12 0 . 5 5 0. 0 1 0. 0 0 0. 0 0 0: 5 5 0. 7 0. 2 4 0. 2 0 N/ A 0. 0 3 8 6 0. 3 3 6 1 10 0 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 96 . 8 6 48 1 7 . 3 0 66 . 9 1 15 0 . 5 0 0. 0 2 0. 0 0 0. 0 0 1: 0 0 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 48 2 2 . 7 2 66 . 9 8 27 0 . 9 1 0. 0 3 0. 0 0 0. 0 0 1: 0 5 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 48 4 4 . 5 0 67 . 2 8 39 1 . 0 1 0. 0 5 0. 0 0 0. 0 0 1: 1 0 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 48 6 6 . 2 2 67 . 5 9 51 0 . 8 2 0. 0 6 0. 0 0 0. 0 0 1: 1 5 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 48 8 7 . 8 9 67 . 8 9 63 0 . 3 2 0. 0 8 0. 0 0 0. 0 0 1: 2 0 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 49 0 9 . 5 0 68 . 1 9 74 9 . 5 2 0. 0 9 0. 0 0 0. 0 0 1: 2 5 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 49 3 1 . 0 6 68 . 4 9 86 8 . 4 3 0. 1 1 0. 0 0 0. 0 0 1: 3 0 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 49 5 2 . 5 7 68 . 7 9 98 7 . 0 3 0. 1 2 0. 0 0 0. 0 0 1: 3 5 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 49 7 4 . 0 2 69 . 0 8 11 0 5 . 3 4 0. 1 3 0. 0 0 0. 0 0 1: 4 0 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 49 9 5 . 4 2 69 . 3 8 12 2 3 . 3 5 0. 1 5 0. 0 0 0. 0 0 1: 4 5 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 50 1 6 . 7 6 69 . 6 8 13 4 1 . 0 6 0. 1 6 0. 0 0 0. 0 0 1: 5 0 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 50 3 8 . 0 5 69 . 9 7 14 5 8 . 4 8 0. 1 8 0. 0 0 0. 0 0 1: 5 5 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 50 5 9 . 2 9 70 . 2 7 15 7 5 . 6 0 0. 1 9 0. 0 0 0. 0 0 2: 0 0 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 50 8 0 . 4 7 70 . 5 6 17 8 2 . 9 6 0. 2 2 0. 0 0 0. 0 0 2: 0 5 0. 8 0. 2 8 0. 2 0 N/ A 0. 0 7 3 3 0. 6 3 7 9 19 1 . 3 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 7 . 3 9 51 1 7 . 9 8 71 . 0 8 18 9 9 . 2 7 0. 2 3 0. 0 0 0. 0 0 2: 1 0 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 51 3 9 . 0 1 71 . 3 8 21 0 5 . 8 2 0. 2 6 0. 0 0 0. 0 0 2: 1 5 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 51 7 6 . 3 7 71 . 8 9 23 1 1 . 8 5 0. 2 8 0. 0 0 0. 0 0 2: 2 0 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 52 1 3 . 6 3 72 . 4 1 25 1 7 . 3 6 0. 3 1 0. 0 0 0. 0 0 2: 2 5 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 52 5 0 . 8 0 72 . 9 3 27 2 2 . 3 6 0. 3 3 0. 0 0 0. 0 0 2: 3 0 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 52 8 7 . 8 8 73 . 4 4 29 2 6 . 8 4 0. 3 6 0. 0 0 0. 0 0 2: 3 5 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 53 2 4 . 8 6 73 . 9 6 31 3 0 . 8 1 0. 3 8 0. 0 0 0. 0 0 2: 4 0 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 53 6 1 . 7 6 74 . 4 7 33 3 4 . 2 7 0. 4 1 0. 0 0 0. 0 0 2: 4 5 1 0. 3 5 0. 2 0 N/ A 0. 1 4 2 7 1. 2 4 1 4 37 2 . 4 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 36 8 . 4 6 53 9 8 . 5 5 74 . 9 8 36 2 7 . 7 5 0. 4 4 0. 0 0 0. 0 0 2: 5 0 1 0. 3 5 0. 2 0 N/ A 0. 1 4 2 7 1. 2 4 1 4 37 2 . 4 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 36 8 . 4 6 54 5 1 . 6 3 75 . 7 2 39 2 0 . 4 9 0. 4 8 0. 0 0 0. 0 0 2: 5 5 1 0. 3 5 0. 2 0 N/ A 0. 1 4 2 7 1. 2 4 1 4 37 2 . 4 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 36 8 . 4 6 55 0 4 . 5 8 76 . 4 5 42 1 2 . 5 0 0. 5 1 0. 0 0 0. 0 0 3: 0 0 1 0. 3 5 0. 2 0 N/ A 0. 1 4 2 7 1. 2 4 1 4 37 2 . 4 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 36 8 . 4 6 55 5 7 . 3 9 77 . 1 9 45 0 3 . 7 7 0. 5 5 0. 0 0 0. 0 0 3: 0 5 1 0. 3 5 0. 2 0 N/ A 0. 1 4 2 7 1. 2 4 1 4 37 2 . 4 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 36 8 . 4 6 56 1 0 . 0 8 77 . 9 2 47 9 4 . 3 1 0. 5 8 0. 0 0 0. 0 0 3: 1 0 1. 1 0. 3 8 0. 2 0 N/ A 0. 1 7 7 3 1. 5 4 3 2 46 2 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 45 8 . 9 9 56 6 2 . 6 2 78 . 6 5 51 7 4 . 6 6 0. 6 3 0. 0 0 0. 0 0 3: 1 5 1. 1 0. 3 8 0. 2 0 N/ A 0. 1 7 7 3 1. 5 4 3 2 46 2 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 45 8 . 9 9 57 3 1 . 4 2 79 . 6 0 55 5 4 . 0 5 0. 6 7 0. 0 0 0. 0 0 3: 2 0 1. 1 0. 3 8 0. 2 0 N/ A 0. 1 7 7 3 1. 5 4 3 2 46 2 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 45 8 . 9 9 58 0 0 . 0 4 80 . 5 6 59 3 2 . 4 9 0. 7 2 0. 0 0 0. 0 0 3: 2 5 1. 2 0. 4 2 0. 2 0 N/ A 0. 2 1 2 0 1. 8 4 5 0 55 3 . 5 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 54 9 . 5 3 58 6 8 . 4 8 81 . 5 1 64 0 0 . 5 1 0. 7 8 0. 0 0 0. 0 0 3: 3 0 1. 3 0. 4 5 0. 2 0 N/ A 0. 2 4 6 7 2. 1 4 6 8 64 4 . 0 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 64 0 . 0 6 59 5 3 . 1 3 82 . 6 8 69 5 7 . 9 0 0. 8 5 0. 0 0 0. 0 0 3: 3 5 1. 4 0. 4 9 0. 2 0 N/ A 0. 2 8 1 4 2. 4 4 8 6 73 4 . 5 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 73 0 . 6 0 60 5 3 . 9 4 84 . 0 8 76 0 4 . 4 1 0. 9 2 0. 0 0 0. 0 0 3: 4 0 1. 4 0. 4 9 0. 2 0 N/ A 0. 2 8 1 4 2. 4 4 8 6 73 4 . 5 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 73 0 . 6 0 61 7 0 . 8 7 85 . 7 1 82 4 9 . 3 0 1. 0 0 0. 0 0 0. 0 0 3: 4 5 1. 5 0. 5 2 0. 2 0 N/ A 0. 3 1 6 1 2. 7 5 0 4 82 5 . 1 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 82 1 . 1 3 62 8 7 . 5 1 87 . 3 3 89 8 3 . 1 1 1. 0 9 0. 0 0 0. 0 0 3: 5 0 1. 5 0. 5 2 0. 2 0 N/ A 0. 3 1 6 1 2. 7 5 0 4 82 5 . 1 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 82 1 . 1 3 64 2 0 . 2 3 89 . 1 7 97 1 5 . 0 8 1. 1 8 0. 0 0 0. 0 0 3: 5 5 1. 6 0. 5 5 0. 2 0 N/ A 0. 3 5 0 7 3. 0 5 2 1 91 5 . 6 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 91 1 . 6 7 65 5 2 . 6 2 91 . 0 1 10 5 3 5 . 7 3 1. 2 8 0. 0 0 0. 0 0 4: 0 0 1. 6 0. 5 5 0. 2 0 N/ A 0. 3 5 0 7 3. 0 5 2 1 91 5 . 6 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 91 1 . 6 7 67 0 1 . 0 5 93 . 0 7 11 3 5 4 . 3 3 1. 3 8 0. 0 0 0. 0 0 4: 0 5 1. 7 0. 5 9 0. 2 0 N/ A 0. 3 8 5 4 3. 3 5 3 9 10 0 6 . 1 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 10 0 2 . 2 0 68 4 9 . 1 0 95 . 1 3 12 2 6 1 . 4 1 1. 4 9 0. 0 0 0. 0 0 4: 1 0 1. 8 0. 6 2 0. 2 0 N/ A 0. 4 2 0 1 3. 6 5 5 7 10 9 6 . 7 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 10 9 2 . 7 4 70 1 3 . 1 6 97 . 4 1 13 2 5 6 . 7 4 1. 6 1 0. 0 0 0. 0 0 4 o f 6 4: 1 5 1. 9 0. 6 6 0. 2 0 N/ A 0. 4 5 4 8 3. 9 5 7 5 11 8 7 . 2 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 11 8 3 . 2 7 71 9 3 . 1 8 99 . 9 1 14 3 4 0 . 1 1 1. 7 4 0. 0 0 0. 0 0 4: 2 0 2 0. 6 9 0. 2 0 N/ A 0. 4 8 9 5 4. 2 5 9 3 12 7 7 . 7 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 7 3 . 8 1 73 8 9 . 1 3 10 2 . 6 3 15 5 1 1 . 2 9 1. 8 8 0. 0 0 0. 0 0 4: 2 5 2. 1 0. 7 3 0. 2 0 N/ A 0. 5 2 4 1 4. 5 6 1 1 13 6 8 . 3 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 6 4 . 3 4 76 0 0 . 9 5 10 5 . 5 7 16 7 7 0 . 0 6 2. 0 4 0. 0 0 0. 0 0 4: 3 0 2. 1 0. 7 3 0. 2 0 N/ A 0. 5 2 4 1 4. 5 6 1 1 13 6 8 . 3 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 6 4 . 3 4 78 2 8 . 6 2 10 8 . 7 3 18 0 2 5 . 6 7 2. 1 9 0. 0 0 0. 0 0 4: 3 5 2. 2 0. 7 6 0. 2 0 N/ A 0. 5 5 8 8 4. 8 6 2 8 14 5 8 . 8 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 14 5 4 . 8 8 80 5 5 . 7 2 11 1 . 8 8 19 3 6 8 . 6 7 2. 3 5 0. 0 0 0. 0 0 4: 4 0 2. 3 0. 8 0 0. 2 0 N/ A 0. 5 9 3 5 5. 1 6 4 6 15 4 9 . 3 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 15 4 5 . 4 1 82 9 8 . 6 2 11 5 . 2 6 20 7 9 8 . 8 2 2. 5 3 0. 0 0 0. 0 0 4: 4 5 2. 4 0. 8 3 0. 2 0 N/ A 0. 6 2 8 2 5. 4 6 6 4 16 3 9 . 9 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 3 5 . 9 5 85 5 7 . 2 8 11 8 . 8 5 22 3 1 5 . 9 1 2. 7 1 0. 0 0 0. 0 0 4: 5 0 2. 4 0. 8 3 0. 2 0 N/ A 0. 6 2 8 2 5. 4 6 6 4 16 3 9 . 9 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 3 5 . 9 5 88 3 1 . 6 7 12 2 . 6 6 23 8 2 9 . 2 0 2. 8 9 0. 0 0 0. 0 0 4: 5 5 2. 5 0. 8 7 0. 2 0 N/ A 0. 6 6 2 9 5. 7 6 8 2 17 3 0 . 4 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 17 2 6 . 4 8 91 0 5 . 3 7 12 6 . 4 6 25 4 2 9 . 2 2 3. 0 9 0. 0 0 0. 0 0 5: 0 0 2. 6 0. 9 0 0. 2 0 N/ A 0. 6 9 7 5 6. 0 7 0 0 18 2 0 . 9 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 1 7 . 0 2 93 9 4 . 7 6 13 0 . 4 8 27 1 1 5 . 7 5 3. 2 9 0. 0 0 0. 0 0 5: 0 5 3. 1 1. 0 8 0. 2 0 N/ A 0. 8 7 0 9 7. 5 7 8 9 22 7 3 . 6 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 22 6 9 . 6 9 96 9 9 . 8 0 13 4 . 7 2 29 2 5 0 . 7 2 3. 5 5 0. 0 0 0. 0 0 5: 1 0 3. 6 1. 2 5 0. 2 0 N/ A 1. 0 4 4 3 9. 0 8 7 8 27 2 6 . 3 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 2 2 . 3 6 10 0 8 5 . 9 4 14 0 . 0 8 31 8 3 3 . 0 0 3. 8 7 0. 0 0 0. 0 0 5: 1 5 3. 9 1. 3 5 0. 2 0 N/ A 1. 1 4 8 4 9. 9 9 3 1 29 9 7 . 9 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 29 9 3 . 9 7 10 5 5 2 . 9 8 14 6 . 5 7 34 6 8 0 . 4 0 4. 2 1 0. 0 0 0. 0 0 5: 2 0 4. 2 1. 4 6 0. 2 0 N/ A 1. 2 5 2 4 10 . 8 9 8 5 32 6 9 . 5 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 32 6 5 . 5 7 11 0 6 7 . 9 8 15 3 . 7 2 37 7 9 2 . 2 5 4. 5 9 0. 0 0 0. 0 0 5: 2 5 4. 7 1. 6 3 0. 2 0 N/ A 1. 4 2 5 8 12 . 4 0 7 4 37 2 2 . 2 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 37 1 8 . 2 5 11 6 3 0 . 8 0 16 1 . 5 4 41 1 6 2 . 1 4 5. 0 0 18 6 . 8 1 0. 6 2 5: 3 0 5. 6 1. 9 4 0. 2 0 N/ A 1. 7 3 7 9 15 . 1 2 3 4 45 3 7 . 0 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 45 3 3 . 0 6 12 2 4 0 . 3 0 17 0 . 0 0 41 1 6 2 . 1 4 5. 0 0 43 6 3 . 0 5 14 . 5 4 PE A K 5: 3 5 1. 9 0. 6 6 0. 2 0 N/ A 0. 4 5 4 8 3. 9 5 7 5 11 8 7 . 2 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 11 8 3 . 2 7 12 2 4 0 . 3 0 17 0 . 0 0 41 1 6 2 . 1 4 5. 0 0 10 1 3 . 2 7 3. 3 8 5: 4 0 0. 9 0. 3 1 0. 2 0 N/ A 0. 1 0 8 0 0. 9 3 9 7 28 1 . 9 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 . 9 3 12 2 4 0 . 3 0 17 0 . 0 0 41 1 6 2 . 1 4 5. 0 0 10 7 . 9 2 0. 3 6 5: 4 5 0. 6 0. 2 1 0. 2 0 0. 1 9 0. 0 2 0 8 0. 1 8 1 1 54 . 3 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 50 . 3 5 12 2 4 0 . 3 0 17 0 . 0 0 41 0 4 2 . 4 8 4. 9 9 0. 0 0 0. 0 0 5: 5 0 0. 5 0. 1 7 0. 2 0 0. 1 6 0. 0 1 7 3 0. 1 5 0 9 45 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 41 . 2 9 12 2 1 8 . 6 6 16 9 . 7 0 40 9 1 4 . 0 7 4. 9 7 0. 0 0 0. 0 0 5: 5 5 0. 3 0. 1 0 0. 2 0 0. 0 9 0. 0 1 0 4 0. 0 9 0 5 27 . 1 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 23 . 1 9 12 1 9 5 . 4 3 16 9 . 3 8 40 7 6 7 . 8 8 4. 9 5 0. 0 0 0. 0 0 6: 0 0 0. 2 0. 0 7 0. 2 0 0. 0 6 0. 0 0 6 9 0. 0 6 0 4 18 . 1 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 14 . 1 3 12 1 6 8 . 9 9 16 9 . 0 1 40 6 1 3 . 0 0 4. 9 3 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 7 . 3 1 19 . 6 8 0. 0 0 12 1 4 0 . 9 8 16 8 . 6 2 40 4 4 4 . 3 7 4. 9 1 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 3 . 3 3 19 . 3 7 0. 0 0 12 1 1 0 . 4 8 16 8 . 2 0 40 2 7 6 . 1 7 4. 8 9 0. 0 0 0. 0 0 6: 1 5 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 9 . 3 6 19 . 0 5 0. 0 0 12 0 8 0 . 0 6 16 7 . 7 8 40 1 0 8 . 3 9 4. 8 7 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 5 . 3 8 18 . 7 3 0. 0 0 12 0 4 9 . 7 1 16 7 . 3 6 39 9 4 1 . 0 4 4. 8 5 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 1 . 4 1 18 . 4 2 0. 0 0 12 0 1 9 . 4 4 16 6 . 9 4 39 7 7 4 . 1 0 4. 8 3 0. 0 0 0. 0 0 6: 3 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 7 . 4 4 18 . 1 0 0. 0 0 11 9 8 9 . 2 5 16 6 . 5 2 39 6 0 7 . 5 8 4. 8 1 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 3 . 4 6 17 . 7 9 0. 0 0 11 9 5 9 . 1 3 16 6 . 1 0 39 4 4 1 . 4 8 4. 7 9 0. 0 0 0. 0 0 0 0. 0 0 0. 2 0 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 32 9 . 4 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0 4 6 9 42 . 2 0 0. 0 0 22 4 . 1 4 9. 3 4 25 8 . 8 1 13 . 0 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 0 0 0. 4 0. 0 7 0. 3 3 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 25 2 . 2 4 10 . 5 1 31 9 . 1 7 16 . 6 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 1 5 0. 4 0. 0 7 0. 3 3 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 2 3 47 9 5 . 5 0 2. 2 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 3 0 0. 4 0. 0 7 0. 3 2 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 44 . 3 4 47 9 5 . 5 0 44 . 3 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 4 5 0. 5 0. 0 9 0. 3 2 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 47 9 5 . 5 0 58 . 4 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 0 0 0. 5 0. 0 9 0. 3 1 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 47 9 5 . 5 0 58 . 4 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 1 5 0. 5 0. 0 9 0. 3 1 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 47 9 5 . 5 0 58 . 4 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 3 0 0. 5 0. 0 9 0. 3 1 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 47 9 5 . 5 0 58 . 4 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 4 5 0. 5 0. 0 9 0. 3 0 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 47 9 5 . 5 0 58 . 4 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 0 0 0. 6 0. 1 1 0. 3 0 0. 1 0 0. 0 1 0 8 0. 0 9 3 8 84 . 3 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 72 . 4 7 47 9 5 . 5 0 72 . 4 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 1 5 0. 6 0. 1 1 0. 2 9 0. 1 0 0. 0 1 0 8 0. 0 9 3 8 84 . 3 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 72 . 4 7 47 9 5 . 5 0 72 . 4 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 3 0 0. 7 0. 1 3 0. 2 9 0. 1 1 0. 0 1 2 6 0. 1 0 9 4 98 . 4 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 86 . 5 4 47 9 5 . 5 0 86 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 4 5 0. 7 0. 1 3 0. 2 9 0. 1 1 0. 0 1 2 6 0. 1 0 9 4 98 . 4 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 86 . 5 4 47 9 5 . 5 0 86 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 0 0 0. 8 0. 1 4 0. 2 8 0. 1 3 0. 0 1 4 4 0. 1 2 5 0 11 2 . 5 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 0 . 6 0 47 9 5 . 5 0 10 0 . 6 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 1 5 0. 6 0. 1 1 0. 2 8 0. 1 0 0. 0 1 0 8 0. 0 9 3 8 84 . 3 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 72 . 4 7 47 9 5 . 5 0 72 . 4 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 3 0 0. 7 0. 1 3 0. 2 8 0. 1 1 0. 0 1 2 6 0. 1 0 9 4 98 . 4 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 86 . 5 4 47 9 5 . 5 0 86 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 4 5 0. 8 0. 1 4 0. 2 7 0. 1 3 0. 0 1 4 4 0. 1 2 5 0 11 2 . 5 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 0 . 6 0 47 9 5 . 5 0 10 0 . 6 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 0 0 0. 8 0. 1 4 0. 2 7 0. 1 3 0. 0 1 4 4 0. 1 2 5 0 11 2 . 5 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 0 . 6 0 47 9 5 . 5 0 10 0 . 6 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 1 5 0. 9 0. 1 6 0. 2 7 0. 1 5 0. 0 1 6 2 0. 1 4 0 7 12 6 . 5 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 11 4 . 6 7 47 9 5 . 5 0 11 4 . 6 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 3 0 0. 9 0. 1 6 0. 2 6 0. 1 5 0. 0 1 6 2 0. 1 4 0 7 12 6 . 5 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 11 4 . 6 7 47 9 5 . 5 0 11 4 . 6 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 4 5 1 0. 1 8 0. 2 6 0. 1 6 0. 0 1 8 0 0. 1 5 6 3 14 0 . 6 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 8 . 7 4 47 9 5 . 5 0 12 8 . 7 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 0 0 1 0. 1 8 0. 2 5 0. 1 6 0. 0 1 8 0 0. 1 5 6 3 14 0 . 6 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 8 . 7 4 47 9 5 . 5 0 12 8 . 7 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 1 5 1 0. 1 8 0. 2 5 0. 1 6 0. 0 1 8 0 0. 1 5 6 3 14 0 . 6 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 8 . 7 4 47 9 5 . 5 0 12 8 . 7 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 3 0 1. 1 0. 2 0 0. 2 5 0. 1 8 0. 0 1 9 8 0. 1 7 1 9 15 4 . 7 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 14 2 . 8 0 47 9 5 . 5 0 14 2 . 8 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 4 5 1. 2 0. 2 2 0. 2 4 0. 1 9 0. 0 2 1 6 0. 1 8 7 5 16 8 . 7 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 6 . 8 7 47 9 5 . 5 0 15 6 . 8 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 0 0 1. 3 0. 2 3 0. 2 4 0. 2 1 0. 0 2 3 3 0. 2 0 3 2 18 2 . 8 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 17 0 . 9 3 47 9 5 . 5 0 17 0 . 9 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 1 5 1. 5 0. 2 7 0. 2 4 N/ A 0. 0 3 1 7 0. 2 7 6 1 24 8 . 4 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 23 6 . 5 4 47 9 5 . 5 0 19 9 . 8 1 36 . 7 3 0. 0 0 0. 0 0 0. 0 0 8: 3 0 1. 5 0. 2 7 0. 2 3 N/ A 0. 0 3 5 0 0. 3 0 5 0 27 4 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 26 2 . 5 5 48 0 2 . 1 4 20 0 . 0 9 99 . 1 9 0. 0 1 0. 0 0 0. 0 0 8: 4 5 1. 6 0. 2 9 0. 2 3 N/ A 0. 0 5 6 3 0. 4 8 9 9 44 0 . 9 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 42 9 . 0 0 48 1 3 . 4 4 20 0 . 5 6 32 7 . 6 3 0. 0 4 0. 0 0 0. 0 0 9: 0 0 1. 7 0. 3 1 0. 2 3 N/ A 0. 0 7 7 5 0. 6 7 4 6 60 7 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 59 5 . 2 1 48 5 4 . 7 6 20 2 . 2 8 72 0 . 5 5 0. 0 9 0. 0 0 0. 0 0 9: 1 5 1. 9 0. 3 4 0. 2 2 N/ A 0. 1 1 6 7 1. 0 1 5 3 91 3 . 7 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 90 1 . 8 4 49 2 5 . 8 2 20 5 . 2 4 14 1 7 . 1 6 0. 1 7 0. 0 0 0. 0 0 9: 3 0 2 0. 3 6 0. 2 2 N/ A 0. 1 3 7 8 1. 1 9 9 5 10 7 9 . 5 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 6 7 . 5 9 50 5 1 . 8 1 21 0 . 4 9 22 7 4 . 2 5 0. 2 8 0. 0 0 0. 0 0 9: 4 5 2. 1 0. 3 8 0. 2 2 N/ A 0. 1 5 9 0 1. 3 8 3 4 12 4 5 . 0 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 3 3 . 1 0 52 0 6 . 8 3 21 6 . 9 5 32 9 0 . 4 0 0. 4 0 0. 0 0 0. 0 0 10 : 0 0 2. 2 0. 4 0 0. 2 2 N/ A 0. 1 8 0 1 1. 5 6 7 0 14 1 0 . 2 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 13 9 8 . 3 6 53 9 0 . 6 2 22 4 . 6 1 44 6 4 . 1 5 0. 5 4 0. 0 0 0. 0 0 10 : 1 5 1. 5 0. 2 7 0. 2 1 N/ A 0. 0 5 7 5 0. 5 0 0 1 45 0 . 0 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 43 8 . 1 3 56 0 2 . 9 1 23 3 . 4 5 46 6 8 . 8 2 0. 5 7 0. 0 0 0. 0 0 10 : 3 0 1. 5 0. 2 7 0. 2 1 N/ A 0. 0 6 0 5 0. 5 2 6 9 47 4 . 1 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 46 2 . 2 6 56 3 9 . 9 3 23 5 . 0 0 48 9 6 . 0 8 0. 5 9 0. 0 0 0. 0 0 10 : 4 5 2 0. 3 6 0. 2 1 N/ A 0. 1 5 3 4 1. 3 3 4 8 12 0 1 . 3 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 11 8 9 . 4 3 56 8 1 . 0 3 23 6 . 7 1 58 4 8 . 8 0 0. 7 1 0. 0 0 0. 0 0 11 : 0 0 2 0. 3 6 0. 2 0 N/ A 0. 1 5 6 4 1. 3 6 1 1 12 2 4 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 1 3 . 0 6 58 5 3 . 3 4 24 3 . 8 9 68 1 7 . 9 8 0. 8 3 0. 0 0 0. 0 0 11 : 1 5 1. 9 0. 3 4 0. 2 0 N/ A 0. 1 4 1 4 1. 2 3 0 8 11 0 7 . 7 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 9 5 . 7 9 60 2 8 . 6 3 25 1 . 1 9 76 6 2 . 5 8 0. 9 3 0. 0 0 0. 0 0 11 : 3 0 1. 9 0. 3 4 0. 2 0 N/ A 0. 1 4 4 4 1. 2 5 6 5 11 3 0 . 8 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 11 1 8 . 9 3 61 8 1 . 3 9 25 7 . 5 6 85 2 3 . 9 5 1. 0 4 0. 0 0 0. 0 0 11 : 4 5 1. 7 0. 3 1 0. 1 9 N/ A 0. 1 1 1 4 0. 9 6 9 4 87 2 . 4 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 86 0 . 5 0 63 3 7 . 1 9 26 4 . 0 5 91 2 0 . 4 0 1. 1 1 0. 0 0 0. 0 0 12 : 0 0 1. 8 0. 3 2 0. 1 9 N/ A 0. 1 3 2 2 1. 1 5 0 8 10 3 5 . 7 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 2 3 . 7 8 64 4 5 . 0 6 26 8 . 5 4 98 7 5 . 6 4 1. 2 0 0. 0 0 0. 0 0 12 : 1 5 2. 5 0. 4 5 0. 1 9 N/ A 0. 2 6 0 8 2. 2 6 9 6 20 4 2 . 6 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 20 3 0 . 7 6 65 8 1 . 6 6 27 4 . 2 4 11 6 3 2 . 1 6 1. 4 1 0. 0 0 0. 0 0 12 : 3 0 2. 6 0. 4 7 0. 1 9 N/ A 0. 2 8 1 6 2. 4 5 0 5 22 0 5 . 4 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 21 9 3 . 5 3 68 9 9 . 3 5 28 7 . 4 7 13 5 3 8 . 2 2 1. 6 4 0. 0 0 0. 0 0 6 o f 6 12 : 4 5 2. 8 0. 5 0 0. 1 8 N/ A 0. 3 2 0 3 2. 7 8 7 3 25 0 8 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 24 9 6 . 6 9 72 4 4 . 0 9 30 1 . 8 4 15 7 3 3 . 0 7 1. 9 1 0. 0 0 0. 0 0 13 : 0 0 2. 9 0. 5 2 0. 1 8 N/ A 0. 3 4 1 0 2. 9 6 7 6 26 7 0 . 8 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 26 5 8 . 9 3 76 4 1 . 0 6 31 8 . 3 8 18 0 7 3 . 6 2 2. 2 0 0. 0 0 0. 0 0 13 : 1 5 3. 4 0. 6 1 0. 1 8 N/ A 0. 4 3 3 6 3. 7 7 2 7 33 9 5 . 4 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 33 8 3 . 5 3 80 6 4 . 3 9 33 6 . 0 2 21 1 2 1 . 1 4 2. 5 7 0. 0 0 0. 0 0 13 : 3 0 3. 4 0. 6 1 0. 1 7 N/ A 0. 4 3 6 2 3. 7 9 6 1 34 1 6 . 5 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 34 0 4 . 5 7 86 1 5 . 5 8 35 8 . 9 8 24 1 6 6 . 7 3 2. 9 4 0. 0 0 0. 0 0 13 : 4 5 2. 3 0. 4 1 0. 1 7 N/ A 0. 2 4 1 3 2. 1 0 0 0 18 9 0 . 0 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 18 7 8 . 1 1 91 6 6 . 4 2 38 1 . 9 3 25 6 6 2 . 9 0 3. 1 2 0. 0 0 0. 0 0 14 : 0 0 2. 3 0. 4 1 0. 1 7 N/ A 0. 2 4 3 9 2. 1 2 2 8 19 1 0 . 5 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 18 9 8 . 6 0 94 3 7 . 0 3 39 3 . 2 1 27 1 6 8 . 2 9 3. 3 0 0. 0 0 0. 0 0 14 : 1 5 2. 7 0. 4 8 0. 1 7 N/ A 0. 3 1 8 4 2. 7 7 0 4 24 9 3 . 3 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 24 8 1 . 4 4 97 0 9 . 3 0 40 4 . 5 5 29 2 4 5 . 1 8 3. 5 5 0. 0 0 0. 0 0 14 : 3 0 2. 6 0. 4 7 0. 1 6 N/ A 0. 3 0 3 0 2. 6 3 6 3 23 7 2 . 6 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 23 6 0 . 7 2 10 0 8 4 . 9 4 42 0 . 2 1 31 1 8 5 . 6 9 3. 7 9 0. 0 0 0. 0 0 14 : 4 5 2. 6 0. 4 7 0. 1 6 N/ A 0. 3 0 5 5 2. 6 5 8 1 23 9 2 . 2 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 23 8 0 . 3 6 10 4 3 5 . 9 1 43 4 . 8 3 33 1 3 1 . 2 2 4. 0 2 0. 0 0 0. 0 0 15 : 0 0 2. 5 0. 4 5 0. 1 6 N/ A 0. 2 9 0 0 2. 5 2 3 3 22 7 0 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 22 5 9 . 0 5 10 7 8 7 . 7 9 44 9 . 4 9 34 9 4 0 . 7 9 4. 2 4 0. 0 0 0. 0 0 15 : 1 5 2. 4 0. 4 3 0. 1 6 N/ A 0. 2 7 4 4 2. 3 8 8 2 21 4 9 . 3 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 21 3 7 . 4 6 11 1 1 5 . 0 7 46 3 . 1 3 36 6 1 5 . 1 1 4. 4 5 0. 0 0 0. 0 0 15 : 3 0 2. 3 0. 4 1 0. 1 5 N/ A 0. 2 5 8 9 2. 2 5 2 8 20 2 7 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 20 1 5 . 5 6 11 4 1 7 . 9 0 47 5 . 7 5 38 1 5 4 . 9 3 4. 6 3 0. 0 0 0. 0 0 15 : 4 5 1. 9 0. 3 4 0. 1 5 N/ A 0. 1 8 9 4 1. 6 4 8 1 14 8 3 . 3 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 14 7 1 . 3 9 11 6 9 6 . 4 0 48 7 . 3 5 39 1 3 8 . 9 7 4. 7 5 0. 0 0 0. 0 0 16 : 0 0 1. 9 0. 3 4 0. 1 5 N/ A 0. 1 9 1 7 1. 6 6 8 3 15 0 1 . 4 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 14 8 9 . 5 5 11 8 7 4 . 3 8 49 4 . 7 7 40 1 3 3 . 7 5 4. 8 8 0. 0 0 0. 0 0 PE A K 16 : 1 5 0. 4 0. 0 7 0. 1 5 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 44 . 3 4 12 0 5 4 . 3 0 50 2 . 2 6 39 6 7 5 . 8 3 4. 8 2 0. 0 0 0. 0 0 16 : 3 0 0. 4 0. 0 7 0. 1 5 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 44 . 3 4 11 9 7 1 . 4 8 49 8 . 8 1 39 2 2 1 . 3 6 4. 7 6 0. 0 0 0. 0 0 16 : 4 5 0. 3 0. 0 5 0. 1 4 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 11 8 8 9 . 2 8 49 5 . 3 9 38 7 5 6 . 2 5 4. 7 1 0. 0 0 0. 0 0 17 : 0 0 0. 3 0. 0 5 0. 1 4 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 11 8 0 5 . 1 6 49 1 . 8 8 38 2 9 4 . 6 4 4. 6 5 0. 0 0 0. 0 0 17 : 1 5 0. 5 0. 0 9 0. 1 4 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 11 7 2 1 . 6 7 48 8 . 4 0 37 8 6 4 . 6 4 4. 6 0 0. 0 0 0. 0 0 17 : 3 0 0. 5 0. 0 9 0. 1 4 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 11 6 4 3 . 9 0 48 5 . 1 6 37 4 3 7 . 8 9 4. 5 5 0. 0 0 0. 0 0 17 : 4 5 0. 5 0. 0 9 0. 1 3 0. 0 8 0. 0 0 9 0 0. 0 7 8 1 70 . 3 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 58 . 4 1 11 5 6 6 . 7 1 48 1 . 9 5 37 0 1 4 . 3 5 4. 5 0 0. 0 0 0. 0 0 18 : 0 0 0. 4 0. 0 7 0. 1 3 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 44 . 3 4 11 4 9 0 . 1 1 47 8 . 7 5 36 5 7 9 . 9 3 4. 4 4 0. 0 0 0. 0 0 18 : 1 5 0. 4 0. 0 7 0. 1 3 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 44 . 3 4 11 4 1 1 . 5 4 47 5 . 4 8 36 1 4 8 . 7 9 4. 3 9 0. 0 0 0. 0 0 18 : 3 0 0. 4 0. 0 7 0. 1 3 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 44 . 3 4 11 3 3 3 . 5 6 47 2 . 2 3 35 7 2 0 . 9 0 4. 3 4 0. 0 0 0. 0 0 18 : 4 5 0. 3 0. 0 5 0. 1 3 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 11 2 5 6 . 1 7 46 9 . 0 1 35 2 8 2 . 1 7 4. 2 9 0. 0 0 0. 0 0 19 : 0 0 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 11 1 7 6 . 8 2 46 5 . 7 0 34 8 3 2 . 6 8 4. 2 3 0. 0 0 0. 0 0 19 : 1 5 0. 3 0. 0 5 0. 1 2 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 11 0 9 5 . 5 2 46 2 . 3 1 34 4 0 0 . 6 4 4. 1 8 0. 0 0 0. 0 0 19 : 3 0 0. 4 0. 0 7 0. 1 2 0. 0 6 0. 0 0 7 2 0. 0 6 2 5 56 . 2 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 44 . 3 4 11 0 1 7 . 3 8 45 9 . 0 6 33 9 8 5 . 9 2 4. 1 3 0. 0 0 0. 0 0 19 : 4 5 0. 3 0. 0 5 0. 1 2 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 10 9 4 2 . 3 7 45 5 . 9 3 33 5 6 0 . 2 6 4. 0 8 0. 0 0 0. 0 0 20 : 0 0 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 10 8 6 5 . 3 8 45 2 . 7 2 33 1 2 3 . 7 5 4. 0 2 0. 0 0 0. 0 0 20 : 1 5 0. 3 0. 0 5 0. 1 2 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 10 7 8 6 . 4 3 44 9 . 4 3 32 7 0 4 . 5 9 3. 9 7 0. 0 0 0. 0 0 20 : 3 0 0. 3 0. 0 5 0. 1 2 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 10 7 1 0 . 6 2 44 6 . 2 8 32 2 8 8 . 5 9 3. 9 2 0. 0 0 0. 0 0 20 : 4 5 0. 3 0. 0 5 0. 1 1 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 10 6 3 5 . 3 8 44 3 . 1 4 31 8 7 5 . 7 2 3. 8 7 0. 0 0 0. 0 0 21 : 0 0 0. 2 0. 0 4 0. 1 1 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 10 5 6 0 . 7 1 44 0 . 0 3 31 4 5 1 . 9 0 3. 8 2 0. 0 0 0. 0 0 21 : 1 5 0. 3 0. 0 5 0. 1 1 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 10 4 8 4 . 0 5 43 6 . 8 4 31 0 4 5 . 3 4 3. 7 7 0. 0 0 0. 0 0 21 : 3 0 0. 2 0. 0 4 0. 1 1 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 10 4 1 0 . 5 2 43 3 . 7 7 30 6 2 7 . 7 8 3. 7 2 0. 0 0 0. 0 0 21 : 4 5 0. 3 0. 0 5 0. 1 1 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 10 3 3 5 . 0 0 43 0 . 6 2 30 2 2 7 . 4 3 3. 6 7 0. 0 0 0. 0 0 22 : 0 0 0. 2 0. 0 4 0. 1 1 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 10 2 6 2 . 5 9 42 7 . 6 1 29 8 1 6 . 0 3 3. 6 2 0. 0 0 0. 0 0 22 : 1 5 0. 3 0. 0 5 0. 1 1 0. 0 5 0. 0 0 5 4 0. 0 4 6 9 42 . 2 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 . 2 7 10 1 8 8 . 1 8 42 4 . 5 1 29 4 2 1 . 7 9 3. 5 7 0. 0 0 0. 0 0 22 : 3 0 0. 2 0. 0 4 0. 1 1 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 10 1 1 6 . 8 8 42 1 . 5 4 29 0 1 6 . 4 7 3. 5 2 0. 0 0 0. 0 0 22 : 4 5 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 10 0 4 3 . 5 7 41 8 . 4 8 28 6 1 4 . 1 9 3. 4 8 0. 0 0 0. 0 0 23 : 0 0 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 99 7 0 . 8 1 41 5 . 4 5 28 2 1 4 . 9 5 3. 4 3 0. 0 0 0. 0 0 23 : 1 5 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 98 9 8 . 6 0 41 2 . 4 4 27 8 1 8 . 7 2 3. 3 8 0. 0 0 0. 0 0 23 : 3 0 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 98 2 6 . 9 4 40 9 . 4 6 27 4 2 5 . 4 7 3. 3 3 0. 0 0 0. 0 0 23 : 4 5 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 97 5 5 . 8 1 40 6 . 4 9 27 0 3 5 . 1 9 3. 2 8 0. 0 0 0. 0 0 24 : 0 0 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 3 1 3 28 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 2 1 96 8 5 . 2 3 40 3 . 5 5 26 6 4 7 . 8 5 3. 2 4 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 0 28 6 . 1 4 11 . 9 2 34 9 . 3 6 19 . 0 5 0. 0 0 96 1 5 . 1 7 40 0 . 6 3 26 2 4 7 . 2 1 3. 1 9 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 54 6 8 1 . 6 5 To t a l O v e r f l o w ( c f ) 0. 0 0 1 o f 6 HY D R O L O G Y C A L C U L A T I O N S - U N I V E R S I T Y P A R K Us i n g t h e R C F C & W C D S h o r t C u t U n i t H y d r o g r a p h M e t h o d Ar e a D e s i g n a t i o n s Dr a i n a g e A r e a ( a c . ) 4 . 4 2 0 0 Un i t t i m e ( m i n u t e s ) 5 5 5 15 10 0 Y e a r S t o r m D u r a t i o n ( h r s ) 1 3 6 24 To t a l P r e c i p i t a t i o n ( P l a t e s D - 4 . 4 , E - 5 . 2 , 5 . 4 , 5 . 6 ) ( i n . ) 1. 5 3 2. 2 1 2. 8 9 4. 4 9 Or d a t a f r o m N O A A i n t e r a c t i v e w e b s i t e So i l s G r o u p A AM C i n d e x I I R u n o f f N u m b e r ( p l a t e E - 6 . 1 ) 32 Pl a t e E - 6 . 2 P e r v i o u s A r e a L o s s R a t e ( F p ) ( i n / h r ) 0. 7 4 (A M C I I ) Pe r c e n t a g e o f I m p e r v i o u s C o v e r ( A i ) ( % ) ( p l a t e E - 6 . 3 ) 83 . 7 We i g h t e d A v e r a g e L o s s R a t e ( F = F p ( 1 - . 9 A i ) ) ( i n . / h r . ) 0. 1 8 (u s e d f o r 1 , 3 , a n d 6 h o u r s t o r m , t h e 2 4 h o u r s t o r m u s e s v a r i a b l e m a x i m u m l o s s r a t e p e r p l a t e E - 1 . 1 ( 3 o f 6 ) ) Lo w L o s s R a t e P e r c e n t ( % ) 90 Re t e n t i o n B a s i n P e r c o l a t i o n R a t e ( i n / h r ) 2 (a l s o u s e d f o r d r y w e l l p e r c o l a t i o n r a t e ) Pe r c o l a t i o n i s t a k e n i n c r e m e n t a l l y . Ba s i n v o l u m e i s c a l c u l a t e d u s i n g t h e " t r u n c a t e d p y r a m i d " f o r m u l a , a m o r e c o n s e r v a t i v e e s t i m a t e t h a n " a v e r a g e d e n d a r e a s " s o m e t i me s u s e d (D r y w e l l c a n b e " z e r o e d o u t " b y r e d u c i n g n u m b e r s t o l e s s t h a n . 0 0 1 , b u t s h o u l d n o t e n t e r e d a s z e r o s o r p r o g r a m c h o k e s . ) Dr y w e l l s t o r a g e i n c l u d e s 4 0 % o f t h e 1 ' w i d e r o c k b e d s u rr o u n d i n g t h e dr y w e l l : f o r m u l a (u p p e r ) * P I ( ) * ( d i a m / 2 ) ^ 2 + ( l o w e r ) * P I ( ) * ( ( d i am / 2 ) ^ 2 + 0 . 4 * ( ( d i a m / 2 + ( g r a v + 0 . 4 1 6 6 ) ) ^ 2 - ( d i a m / 2 + 0 . 4 1 6 6 ) ^ 2 ) ) Th e d r y w e l l w a l l t h i c k n e s s i s a s s u m e d a t 5 " ( 0 . 4 1 6 6 ) a n d t h e g r a v e l b e d w i d t h i s v a r i a b l e " g r a v " Dr y w e l l i s z e r o e d o u t b y e n t e r i n g . 0 0 1 f o r v a l u e s Dr y w e l l d e s i g n f a c t o r s Up p e r s e c . ( f t . ) = 5 Lo w e r s e c . ( f t . ) = 15 Ri n g d i a m . ( f t . ) = 4 Dr y w e l l l o w e r m a x . ( c f ) = 29 8 . 4 5 Up p e r m a x . ( c f ) = 62 . 8 3 Gr a v e l b e d w i d t h ar o u n d dr w y e l l = 1 Dr y w e l l t o t a l ( c f ) = 36 1 . 2 8 Re t . B a s i n d e s i g n ( a r e a , d e p t h ) To p = 60 0 0 . 1 5 s. f . Bo t . = 60 0 0 . 1 5 s. f . Ma x . D e p t h ( d ) = 3. 3 8 8 Ma x . s t o r a g e = 20 3 2 8 . 5 1 ( d / 3 ) * ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 0 ) Fo r m u l a s v o l = ( h / 3 ) * ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 0 ) a r e a = b o t t o m + ( h / d ) * ( t o p - b o t t o m ) h= ( v o l * 3 ) / ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 ) (v a l u e s m u s t b e no n - z e r o o r er r o r o c c u r s ) Ou t s i d e i n p u t f r o m : N/ A 1 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r ) Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 3. 7 0. 6 7 9 3 0. 1 8 2 6 N/ A 0. 4 9 6 8 2. 2 1 4 0 66 4 . 2 0 0. 0 0 30 . 8 9 0. 4 3 36 1 . 2 8 20 . 0 0 30 2 . 4 9 60 0 0 . 1 5 83 . 3 4 21 9 . 1 5 0. 0 4 0. 0 0 0. 0 0 0: 1 0 4. 8 0. 8 8 1 3 0. 1 8 2 6 N/ A 0. 6 9 8 7 3. 1 1 4 1 93 4 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 93 0 . 2 5 60 0 0 . 1 5 83 . 3 4 10 6 6 . 0 7 0. 1 8 0. 0 0 0. 0 0 0: 1 5 5. 1 0. 9 3 6 4 0. 1 8 2 6 N/ A 0. 7 5 3 8 3. 3 5 9 6 10 0 7 . 8 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 10 0 3 . 9 0 60 0 0 . 1 5 83 . 3 4 19 8 6 . 6 3 0. 3 3 0. 0 0 0. 0 0 0: 2 0 4. 9 0. 8 9 9 6 0. 1 8 2 6 N/ A 0. 7 1 7 1 3. 1 9 5 9 95 8 . 7 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 95 4 . 8 0 60 0 0 . 1 5 83 . 3 4 28 5 8 . 0 9 0. 4 8 0. 0 0 0. 0 0 0: 2 5 6. 6 1. 2 1 1 8 0. 1 8 2 6 N/ A 1. 0 2 9 2 4. 5 8 7 0 13 7 6 . 0 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 7 2 . 1 2 60 0 0 . 1 5 83 . 3 4 41 4 6 . 8 8 0. 6 9 0. 0 0 0. 0 0 0: 3 0 7. 3 1. 3 4 0 3 0. 1 8 2 6 N/ A 1. 1 5 7 7 5. 1 5 9 8 15 4 7 . 9 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 15 4 3 . 9 6 60 0 0 . 1 5 83 . 3 4 56 0 7 . 5 0 0. 9 3 0. 0 0 0. 0 0 0: 3 5 8. 4 1. 5 4 2 2 0. 1 8 2 6 N/ A 1. 3 5 9 7 6. 0 5 9 9 18 1 7 . 9 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 1 3 . 9 9 60 0 0 . 1 5 83 . 3 4 73 3 8 . 1 5 1. 2 2 0. 0 0 0. 0 0 0: 4 0 9 1. 6 5 2 4 0. 1 8 2 6 N/ A 1. 4 6 9 8 6. 5 5 0 8 19 6 5 . 2 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 19 6 1 . 2 8 60 0 0 . 1 5 83 . 3 4 92 1 6 . 1 0 1. 5 4 0. 0 0 0. 0 0 0: 4 5 12 . 3 2. 2 5 8 3 0. 1 8 2 6 N/ A 2. 0 7 5 7 9. 2 5 1 1 27 7 5 . 3 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 7 1 . 3 7 60 0 0 . 1 5 83 . 3 4 11 9 0 4 . 1 3 1. 9 8 0. 0 0 0. 0 0 0: 5 0 17 . 6 3. 2 3 1 4 0. 1 8 2 6 N/ A 3. 0 4 8 8 13 . 5 8 8 0 40 7 6 . 4 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 40 7 2 . 4 3 60 0 0 . 1 5 83 . 3 4 15 8 9 3 . 2 2 2. 6 5 0. 0 0 0. 0 0 PE A K 0: 5 5 16 . 1 2. 9 5 6 0 0. 1 8 2 6 N/ A 2. 7 7 3 4 12 . 3 6 0 6 37 0 8 . 1 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 37 0 4 . 2 0 60 0 0 . 1 5 83 . 3 4 19 5 1 4 . 0 9 3. 2 5 0. 0 0 0. 0 0 1: 0 0 4. 2 0. 7 7 1 1 0. 1 8 2 6 N/ A 0. 5 8 8 6 2. 6 2 3 1 78 6 . 9 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 78 2 . 9 6 60 0 0 . 1 5 83 . 3 4 20 2 1 3 . 7 2 3. 3 7 0. 0 0 0. 0 0 0 0. 0 0 0 0 0. 1 8 2 6 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 7 . 3 1 19 . 6 8 0. 0 0 60 0 0 . 1 5 83 . 3 4 20 1 3 0 . 3 8 3. 3 5 0. 0 0 0. 0 0 0 0. 0 0 0 0 0. 1 8 2 6 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 3 . 3 3 19 . 3 7 0. 0 0 60 0 0 . 1 5 83 . 3 4 20 0 4 7 . 0 5 3. 3 4 0. 0 0 0. 0 0 1: 1 5 0 0. 0 0 0 0 0. 1 8 2 6 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 9 . 3 6 19 . 0 5 0. 0 0 60 0 0 . 1 5 83 . 3 4 19 9 6 3 . 7 1 3. 3 3 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 21 6 1 9 . 1 7 To t a l O v e r f l o w ( c f ) 0. 0 0 Pr o p o s e d C o n d i t i o n s * - B a s i n B - U G R e t e n t i o n o f O n - S i t e *r e c e i v i n g r u n o f f f r o m o n - s i t e O N L Y 2 o f 6 3 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r ) Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 1. 3 0. 3 4 0. 1 8 N/ A 0. 1 6 2 2 0. 7 2 2 9 21 6 . 8 7 0. 0 0 30 . 8 9 0. 4 3 21 6 . 4 4 10 . 8 8 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 0 1. 3 0. 3 4 0. 1 8 N/ A 0. 1 6 2 2 0. 7 2 2 9 21 6 . 8 7 0. 0 0 21 6 . 0 1 3. 0 0 36 1 . 2 8 20 . 0 0 69 . 0 3 60 0 0 . 1 5 69 . 0 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 5 1. 1 0. 2 9 0. 1 8 N/ A 0. 1 0 9 2 0. 4 8 6 5 14 5 . 9 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 14 1 . 9 8 60 0 0 . 1 5 83 . 3 4 58 . 6 5 0. 0 1 0. 0 0 0. 0 0 0: 2 0 1. 5 0. 4 0 0. 1 8 N/ A 0. 2 1 5 2 0. 9 5 9 3 28 7 . 7 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 28 3 . 8 2 60 0 0 . 1 5 83 . 3 4 25 9 . 1 3 0. 0 4 0. 0 0 0. 0 0 0: 2 5 1. 5 0. 4 0 0. 1 8 N/ A 0. 2 1 5 2 0. 9 5 9 3 28 7 . 7 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 28 3 . 8 2 60 0 0 . 1 5 83 . 3 4 45 9 . 6 0 0. 0 8 0. 0 0 0. 0 0 0: 3 0 1. 8 0. 4 8 0. 1 8 N/ A 0. 2 9 4 8 1. 3 1 3 9 39 4 . 1 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 0 . 1 9 60 0 0 . 1 5 83 . 3 4 76 6 . 4 6 0. 1 3 0. 0 0 0. 0 0 0: 3 5 1. 5 0. 4 0 0. 1 8 N/ A 0. 2 1 5 2 0. 9 5 9 3 28 7 . 7 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 28 3 . 8 2 60 0 0 . 1 5 83 . 3 4 96 6 . 9 4 0. 1 6 0. 0 0 0. 0 0 0: 4 0 1. 8 0. 4 8 0. 1 8 N/ A 0. 2 9 4 8 1. 3 1 3 9 39 4 . 1 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 0 . 1 9 60 0 0 . 1 5 83 . 3 4 12 7 3 . 8 0 0. 2 1 0. 0 0 0. 0 0 0: 4 5 1. 8 0. 4 8 0. 1 8 N/ A 0. 2 9 4 8 1. 3 1 3 9 39 4 . 1 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 0 . 1 9 60 0 0 . 1 5 83 . 3 4 15 8 0 . 6 5 0. 2 6 0. 0 0 0. 0 0 0: 5 0 1. 5 0. 4 0 0. 1 8 N/ A 0. 2 1 5 2 0. 9 5 9 3 28 7 . 7 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 28 3 . 8 2 60 0 0 . 1 5 83 . 3 4 17 8 1 . 1 3 0. 3 0 0. 0 0 0. 0 0 0: 5 5 1. 6 0. 4 2 0. 1 8 N/ A 0. 2 4 1 8 1. 0 7 7 5 32 3 . 2 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 31 9 . 2 7 60 0 0 . 1 5 83 . 3 4 20 1 7 . 0 7 0. 3 4 0. 0 0 0. 0 0 1: 0 0 1. 8 0. 4 8 0. 1 8 N/ A 0. 2 9 4 8 1. 3 1 3 9 39 4 . 1 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 0 . 1 9 60 0 0 . 1 5 83 . 3 4 23 2 3 . 9 2 0. 3 9 0. 0 0 0. 0 0 1: 0 5 2. 2 0. 5 8 0. 1 8 N/ A 0. 4 0 0 9 1. 7 8 6 7 53 6 . 0 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 53 2 . 0 3 60 0 0 . 1 5 83 . 3 4 27 7 2 . 6 1 0. 4 6 0. 0 0 0. 0 0 1: 1 0 2. 2 0. 5 8 0. 1 8 N/ A 0. 4 0 0 9 1. 7 8 6 7 53 6 . 0 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 53 2 . 0 3 60 0 0 . 1 5 83 . 3 4 32 2 1 . 3 0 0. 5 4 0. 0 0 0. 0 0 1: 1 5 2. 2 0. 5 8 0. 1 8 N/ A 0. 4 0 0 9 1. 7 8 6 7 53 6 . 0 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 53 2 . 0 3 60 0 0 . 1 5 83 . 3 4 36 6 9 . 9 9 0. 6 1 0. 0 0 0. 0 0 1: 2 0 2 0. 5 3 0. 1 8 N/ A 0. 3 4 7 8 1. 5 5 0 3 46 5 . 0 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 46 1 . 1 1 60 0 0 . 1 5 83 . 3 4 40 4 7 . 7 7 0. 6 7 0. 0 0 0. 0 0 1: 2 5 2. 6 0. 6 9 0. 1 8 N/ A 0. 5 0 7 0 2. 2 5 9 4 67 7 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 67 3 . 8 6 60 0 0 . 1 5 83 . 3 4 46 3 8 . 2 9 0. 7 7 0. 0 0 0. 0 0 1: 3 0 2. 7 0. 7 2 0. 1 8 N/ A 0. 5 3 3 5 2. 3 7 7 6 71 3 . 2 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 2 60 0 0 . 1 5 83 . 3 4 52 6 4 . 2 7 0. 8 8 0. 0 0 0. 0 0 1: 3 5 2. 4 0. 6 4 0. 1 8 N/ A 0. 4 5 3 9 2. 0 2 3 1 60 6 . 9 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 60 2 . 9 4 60 0 0 . 1 5 83 . 3 4 57 8 3 . 8 8 0. 9 6 0. 0 0 0. 0 0 1: 4 0 2. 7 0. 7 2 0. 1 8 N/ A 0. 5 3 3 5 2. 3 7 7 6 71 3 . 2 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 70 9 . 3 2 60 0 0 . 1 5 83 . 3 4 64 0 9 . 8 6 1. 0 7 0. 0 0 0. 0 0 1: 4 5 3. 3 0. 8 8 0. 1 8 N/ A 0. 6 9 2 6 3. 0 8 6 8 92 6 . 0 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 92 2 . 0 7 60 0 0 . 1 5 83 . 3 4 72 4 8 . 5 9 1. 2 1 0. 0 0 0. 0 0 1: 5 0 3. 1 0. 8 2 0. 1 8 N/ A 0. 6 3 9 6 2. 8 5 0 4 85 5 . 1 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 85 1 . 1 5 60 0 0 . 1 5 83 . 3 4 80 1 6 . 4 1 1. 3 4 0. 0 0 0. 0 0 1: 5 5 2. 9 0. 7 7 0. 1 8 N/ A 0. 5 8 6 5 2. 6 1 4 0 78 4 . 2 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 78 0 . 2 4 60 0 0 . 1 5 83 . 3 4 87 1 3 . 3 1 1. 4 5 0. 0 0 0. 0 0 2: 0 0 3 0. 8 0 0. 1 8 N/ A 0. 6 1 3 0 2. 7 3 2 2 81 9 . 6 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 81 5 . 6 9 60 0 0 . 1 5 83 . 3 4 94 4 5 . 6 7 1. 5 7 0. 0 0 0. 0 0 2: 0 5 3. 1 0. 8 2 0. 1 8 N/ A 0. 6 3 9 6 2. 8 5 0 4 85 5 . 1 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 85 1 . 1 5 60 0 0 . 1 5 83 . 3 4 10 2 1 3 . 4 9 1. 7 0 0. 0 0 0. 0 0 2: 1 0 4. 2 1. 1 1 0. 1 8 N/ A 0. 9 3 1 3 4. 1 5 0 6 12 4 5 . 1 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 4 1 . 2 0 60 0 0 . 1 5 83 . 3 4 11 3 7 1 . 3 5 1. 9 0 0. 0 0 0. 0 0 2: 1 5 5 1. 3 3 0. 1 8 N/ A 1. 1 4 3 4 5. 0 9 6 1 15 2 8 . 8 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 15 2 4 . 8 6 60 0 0 . 1 5 83 . 3 4 12 8 1 2 . 8 8 2. 1 4 0. 0 0 0. 0 0 2: 2 0 3. 5 0. 9 3 0. 1 8 N/ A 0. 7 4 5 6 3. 3 2 3 2 99 6 . 9 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 99 2 . 9 9 60 0 0 . 1 5 83 . 3 4 13 7 2 2 . 5 3 2. 2 9 0. 0 0 0. 0 0 2: 2 5 6. 8 1. 8 0 0. 1 8 N/ A 1. 6 2 0 8 7. 2 2 3 6 21 6 7 . 0 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 21 6 3 . 1 2 60 0 0 . 1 5 83 . 3 4 15 8 0 2 . 3 1 2. 6 3 0. 0 0 0. 0 0 2: 3 0 7. 3 1. 9 4 0. 1 8 N/ A 1. 7 5 3 4 7. 8 1 4 6 23 4 4 . 3 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 23 4 0 . 4 1 60 0 0 . 1 5 83 . 3 4 18 0 5 9 . 3 9 3. 0 1 0. 0 0 0. 0 0 2: 3 5 8. 2 2. 1 7 0. 1 8 N/ A 1. 9 9 2 1 8. 8 7 8 4 26 6 3 . 5 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 26 5 9 . 5 4 60 0 0 . 1 5 83 . 3 4 20 3 2 8 . 5 1 3. 3 9 30 7 . 0 8 1. 0 2 2: 4 0 5. 9 1. 5 6 0. 1 8 N/ A 1. 3 8 2 1 6. 1 5 9 9 18 4 7 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 18 4 3 . 9 9 60 0 0 . 1 5 83 . 3 4 20 3 2 8 . 5 1 3. 3 9 17 6 0 . 6 6 5. 8 7 PE A K 2: 4 5 2 0. 5 3 0. 1 8 N/ A 0. 3 4 7 8 1. 5 5 0 3 46 5 . 0 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 46 1 . 1 1 60 0 0 . 1 5 83 . 3 4 20 3 2 8 . 5 1 3. 3 9 37 7 . 7 7 1. 2 6 2: 5 0 1. 8 0. 4 8 0. 1 8 N/ A 0. 2 9 4 8 1. 3 1 3 9 39 4 . 1 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 0 . 1 9 60 0 0 . 1 5 83 . 3 4 20 3 2 8 . 5 1 3. 3 9 30 6 . 8 6 1. 0 2 2: 5 5 1. 8 0. 4 8 0. 1 8 N/ A 0. 2 9 4 8 1. 3 1 3 9 39 4 . 1 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 0 . 1 9 60 0 0 . 1 5 83 . 3 4 20 3 2 8 . 5 1 3. 3 9 30 6 . 8 6 1. 0 2 3: 0 0 0. 6 0. 1 6 0. 1 8 0. 1 4 0. 0 1 5 9 0. 0 7 0 9 21 . 2 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 17 . 3 0 60 0 0 . 1 5 83 . 3 4 20 2 6 2 . 4 7 3. 3 8 0. 0 0 0. 0 0 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 7 . 3 1 19 . 6 8 0. 0 0 60 0 0 . 1 5 83 . 3 4 20 1 7 9 . 1 4 3. 3 6 0. 0 0 0. 0 0 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 3 . 3 3 19 . 3 7 0. 0 0 60 0 0 . 1 5 83 . 3 4 20 0 9 5 . 8 0 3. 3 5 0. 0 0 0. 0 0 3: 1 5 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 9 . 3 6 19 . 0 5 0. 0 0 60 0 0 . 1 5 83 . 3 4 20 0 1 2 . 4 7 3. 3 4 0. 0 0 0. 0 0 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 5 . 3 8 18 . 7 3 0. 0 0 60 0 0 . 1 5 83 . 3 4 19 9 2 9 . 1 3 3. 3 2 0. 0 0 0. 0 0 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 1 . 4 1 18 . 4 2 0. 0 0 60 0 0 . 1 5 83 . 3 4 19 8 4 5 . 8 0 3. 3 1 0. 0 0 0. 0 0 3: 3 0 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 7 . 4 4 18 . 1 0 0. 0 0 60 0 0 . 1 5 83 . 3 4 19 7 6 2 . 4 6 3. 2 9 0. 0 0 0. 0 0 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 3 . 4 6 17 . 7 9 0. 0 0 60 0 0 . 1 5 83 . 3 4 19 6 7 9 . 1 3 3. 2 8 0. 0 0 0. 0 0 0 0. 0 0 0. 1 8 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 32 9 . 4 9 17 . 4 7 0. 0 0 60 0 0 . 1 5 83 . 3 4 19 5 9 5 . 7 9 3. 2 7 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 26 7 2 3 . 9 7 To t a l O v e r f l o w ( c f ) 30 5 9 . 2 2 3 o f 6 6 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef 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( c f ) Ra t e ( c f s ) 0: 0 5 0. 5 0. 1 7 0. 1 8 0. 1 6 0. 0 1 7 3 0. 0 7 7 3 23 . 1 8 0. 0 0 30 . 8 9 0. 4 3 22 . 7 6 1. 1 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 0 0. 6 0. 2 1 0. 1 8 N/ A 0. 0 2 5 5 0. 1 1 3 7 34 . 1 2 0. 0 0 50 . 3 5 0. 7 0 56 . 1 8 2. 8 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 5 0. 6 0. 2 1 0. 1 8 N/ A 0. 0 2 5 5 0. 1 1 3 7 34 . 1 2 0. 0 0 78 . 9 4 1. 1 0 89 . 2 1 4. 4 8 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 2 0 0. 6 0. 2 1 0. 1 8 N/ A 0. 0 2 5 5 0. 1 1 3 7 34 . 1 2 0. 0 0 10 7 . 1 9 1. 4 9 12 1 . 8 4 6. 1 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 2 5 0. 6 0. 2 1 0. 1 8 N/ A 0. 0 2 5 5 0. 1 1 3 7 34 . 1 2 0. 0 0 13 5 . 1 0 1. 8 8 15 4 . 0 9 7. 7 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 3 0 0. 7 0. 2 4 0. 1 8 N/ A 0. 0 6 0 2 0. 2 6 8 3 80 . 4 9 0. 0 0 16 2 . 6 8 2. 2 6 23 2 . 3 2 11 . 6 8 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 3 5 0. 7 0. 2 4 0. 1 8 N/ A 0. 0 6 0 2 0. 2 6 8 3 80 . 4 9 0. 0 0 22 9 . 5 9 3. 1 9 33 3 . 9 9 17 . 8 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 4 0 0. 7 0. 2 4 0. 1 8 N/ A 0. 0 6 0 2 0. 2 6 8 3 80 . 4 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 49 . 2 3 60 0 0 . 1 5 49 . 2 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 4 5 0. 7 0. 2 4 0. 1 8 N/ A 0. 0 6 0 2 0. 2 6 8 3 80 . 4 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 76 . 5 2 60 0 0 . 1 5 76 . 5 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 5 0 0. 7 0. 2 4 0. 1 8 N/ A 0. 0 6 0 2 0. 2 6 8 3 80 . 4 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 76 . 5 2 60 0 0 . 1 5 76 . 5 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 5 5 0. 7 0. 2 4 0. 1 8 N/ A 0. 0 6 0 2 0. 2 6 8 3 80 . 4 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 76 . 5 2 60 0 0 . 1 5 76 . 5 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 1: 0 0 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 39 . 5 5 0. 0 1 0. 0 0 0. 0 0 1: 0 5 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 79 . 1 0 0. 0 1 0. 0 0 0. 0 0 1: 1 0 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 11 8 . 6 6 0. 0 2 0. 0 0 0. 0 0 1: 1 5 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 15 8 . 2 1 0. 0 3 0. 0 0 0. 0 0 1: 2 0 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 19 7 . 7 6 0. 0 3 0. 0 0 0. 0 0 1: 2 5 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 23 7 . 3 1 0. 0 4 0. 0 0 0. 0 0 1: 3 0 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 27 6 . 8 7 0. 0 5 0. 0 0 0. 0 0 1: 3 5 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 31 6 . 4 2 0. 0 5 0. 0 0 0. 0 0 1: 4 0 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 35 5 . 9 7 0. 0 6 0. 0 0 0. 0 0 1: 4 5 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 39 5 . 5 2 0. 0 7 0. 0 0 0. 0 0 1: 5 0 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 43 5 . 0 8 0. 0 7 0. 0 0 0. 0 0 1: 5 5 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 47 4 . 6 3 0. 0 8 0. 0 0 0. 0 0 2: 0 0 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 56 0 . 5 5 0. 0 9 0. 0 0 0. 0 0 2: 0 5 0. 8 0. 2 8 0. 1 8 N/ A 0. 0 9 4 9 0. 4 2 2 9 12 6 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 2 . 8 9 60 0 0 . 1 5 83 . 3 4 60 0 . 1 0 0. 1 0 0. 0 0 0. 0 0 2: 1 0 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 68 6 . 0 2 0. 1 1 0. 0 0 0. 0 0 2: 1 5 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 77 1 . 9 4 0. 1 3 0. 0 0 0. 0 0 2: 2 0 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 85 7 . 8 7 0. 1 4 0. 0 0 0. 0 0 2: 2 5 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 94 3 . 7 9 0. 1 6 0. 0 0 0. 0 0 2: 3 0 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 10 2 9 . 7 1 0. 1 7 0. 0 0 0. 0 0 2: 3 5 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 11 1 5 . 6 3 0. 1 9 0. 0 0 0. 0 0 2: 4 0 0. 9 0. 3 1 0. 1 8 N/ A 0. 1 2 9 6 0. 5 7 7 4 17 3 . 2 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 9 . 2 6 60 0 0 . 1 5 83 . 3 4 12 0 1 . 5 5 0. 2 0 0. 0 0 0. 0 0 2: 4 5 1 0. 3 5 0. 1 8 N/ A 0. 1 6 4 2 0. 7 3 2 0 21 9 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 21 5 . 6 3 60 0 0 . 1 5 83 . 3 4 13 3 3 . 8 4 0. 2 2 0. 0 0 0. 0 0 2: 5 0 1 0. 3 5 0. 1 8 N/ A 0. 1 6 4 2 0. 7 3 2 0 21 9 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 21 5 . 6 3 60 0 0 . 1 5 83 . 3 4 14 6 6 . 1 3 0. 2 4 0. 0 0 0. 0 0 2: 5 5 1 0. 3 5 0. 1 8 N/ A 0. 1 6 4 2 0. 7 3 2 0 21 9 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 21 5 . 6 3 60 0 0 . 1 5 83 . 3 4 15 9 8 . 4 2 0. 2 7 0. 0 0 0. 0 0 3: 0 0 1 0. 3 5 0. 1 8 N/ A 0. 1 6 4 2 0. 7 3 2 0 21 9 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 21 5 . 6 3 60 0 0 . 1 5 83 . 3 4 17 3 0 . 7 1 0. 2 9 0. 0 0 0. 0 0 3: 0 5 1 0. 3 5 0. 1 8 N/ A 0. 1 6 4 2 0. 7 3 2 0 21 9 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 21 5 . 6 3 60 0 0 . 1 5 83 . 3 4 18 6 3 . 0 0 0. 3 1 0. 0 0 0. 0 0 3: 1 0 1. 1 0. 3 8 0. 1 8 N/ A 0. 1 9 8 9 0. 8 8 6 6 26 5 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 26 1 . 9 9 60 0 0 . 1 5 83 . 3 4 20 4 1 . 6 6 0. 3 4 0. 0 0 0. 0 0 3: 1 5 1. 1 0. 3 8 0. 1 8 N/ A 0. 1 9 8 9 0. 8 8 6 6 26 5 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 26 1 . 9 9 60 0 0 . 1 5 83 . 3 4 22 2 0 . 3 2 0. 3 7 0. 0 0 0. 0 0 3: 2 0 1. 1 0. 3 8 0. 1 8 N/ A 0. 1 9 8 9 0. 8 8 6 6 26 5 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 26 1 . 9 9 60 0 0 . 1 5 83 . 3 4 23 9 8 . 9 8 0. 4 0 0. 0 0 0. 0 0 3: 2 5 1. 2 0. 4 2 0. 1 8 N/ A 0. 2 3 3 6 1. 0 4 1 1 31 2 . 3 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 30 8 . 3 6 60 0 0 . 1 5 83 . 3 4 26 2 4 . 0 1 0. 4 4 0. 0 0 0. 0 0 3: 3 0 1. 3 0. 4 5 0. 1 8 N/ A 0. 2 6 8 3 1. 1 9 5 7 35 8 . 7 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 35 4 . 7 3 60 0 0 . 1 5 83 . 3 4 28 9 5 . 4 0 0. 4 8 0. 0 0 0. 0 0 3: 3 5 1. 4 0. 4 9 0. 1 8 N/ A 0. 3 0 3 0 1. 3 5 0 3 40 5 . 0 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 40 1 . 1 0 60 0 0 . 1 5 83 . 3 4 32 1 3 . 1 7 0. 5 4 0. 0 0 0. 0 0 3: 4 0 1. 4 0. 4 9 0. 1 8 N/ A 0. 3 0 3 0 1. 3 5 0 3 40 5 . 0 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 40 1 . 1 0 60 0 0 . 1 5 83 . 3 4 35 3 0 . 9 3 0. 5 9 0. 0 0 0. 0 0 3: 4 5 1. 5 0. 5 2 0. 1 8 N/ A 0. 3 3 7 6 1. 5 0 4 8 45 1 . 4 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 44 7 . 4 7 60 0 0 . 1 5 83 . 3 4 38 9 5 . 0 7 0. 6 5 0. 0 0 0. 0 0 3: 5 0 1. 5 0. 5 2 0. 1 8 N/ A 0. 3 3 7 6 1. 5 0 4 8 45 1 . 4 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 44 7 . 4 7 60 0 0 . 1 5 83 . 3 4 42 5 9 . 2 0 0. 7 1 0. 0 0 0. 0 0 3: 5 5 1. 6 0. 5 5 0. 1 8 N/ A 0. 3 7 2 3 1. 6 5 9 4 49 7 . 8 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 49 3 . 8 4 60 0 0 . 1 5 83 . 3 4 46 6 9 . 7 1 0. 7 8 0. 0 0 0. 0 0 4: 0 0 1. 6 0. 5 5 0. 1 8 N/ A 0. 3 7 2 3 1. 6 5 9 4 49 7 . 8 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 49 3 . 8 4 60 0 0 . 1 5 83 . 3 4 50 8 0 . 2 1 0. 8 5 0. 0 0 0. 0 0 4: 0 5 1. 7 0. 5 9 0. 1 8 N/ A 0. 4 0 7 0 1. 8 1 3 9 54 4 . 1 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 54 0 . 2 1 60 0 0 . 1 5 83 . 3 4 55 3 7 . 0 8 0. 9 2 0. 0 0 0. 0 0 4: 1 0 1. 8 0. 6 2 0. 1 8 N/ A 0. 4 4 1 7 1. 9 6 8 5 59 0 . 5 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 58 6 . 5 8 60 0 0 . 1 5 83 . 3 4 60 4 0 . 3 2 1. 0 1 0. 0 0 0. 0 0 4: 1 5 1. 9 0. 6 6 0. 1 8 N/ A 0. 4 7 6 4 2. 1 2 3 1 63 6 . 9 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 63 2 . 9 5 60 0 0 . 1 5 83 . 3 4 65 8 9 . 9 3 1. 1 0 0. 0 0 0. 0 0 4 o f 6 4: 2 0 2 0. 6 9 0. 1 8 N/ A 0. 5 1 1 0 2. 2 7 7 6 68 3 . 2 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 67 9 . 3 1 60 0 0 . 1 5 83 . 3 4 71 8 5 . 9 1 1. 2 0 0. 0 0 0. 0 0 4: 2 5 2. 1 0. 7 3 0. 1 8 N/ A 0. 5 4 5 7 2. 4 3 2 2 72 9 . 6 6 0. 0 0 28 6 . 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. 5 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 0 0 0. 8 0. 1 4 0. 2 5 0. 1 3 0. 0 1 4 4 0. 0 6 4 0 57 . 6 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 45 . 7 1 60 0 0 . 1 5 45 . 7 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 1 5 0. 6 0. 1 1 0. 2 5 0. 1 0 0. 0 1 0 8 0. 0 4 8 0 43 . 2 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 31 . 3 0 60 0 0 . 1 5 31 . 3 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 3 0 0. 7 0. 1 3 0. 2 5 0. 1 1 0. 0 1 2 6 0. 0 5 6 0 50 . 4 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 38 . 5 1 60 0 0 . 1 5 38 . 5 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 4 5 0. 8 0. 1 4 0. 2 4 0. 1 3 0. 0 1 4 4 0. 0 6 4 0 57 . 6 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 45 . 7 1 60 0 0 . 1 5 45 . 7 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 0 0 0. 8 0. 1 4 0. 2 4 0. 1 3 0. 0 1 4 4 0. 0 6 4 0 57 . 6 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 45 . 7 1 60 0 0 . 1 5 45 . 7 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 1 5 0. 9 0. 1 6 0. 2 4 0. 1 5 0. 0 1 6 2 0. 0 7 2 0 64 . 8 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 52 . 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. 0 0 74 . 5 3 60 0 0 . 1 5 74 . 5 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 0 0 1. 3 0. 2 3 0. 2 2 0. 2 1 0. 0 2 3 3 0. 1 0 4 1 93 . 6 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 81 . 7 3 60 0 0 . 1 5 81 . 7 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 1 5 1. 5 0. 2 7 0. 2 1 N/ A 0. 0 5 6 8 0. 2 5 3 4 22 8 . 0 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 21 6 . 1 1 60 0 0 . 1 5 21 6 . 1 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 3 0 1. 5 0. 2 7 0. 2 1 N/ A 0. 0 5 9 8 0. 2 6 6 6 23 9 . 9 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 22 8 . 0 2 60 0 0 . 1 5 22 8 . 0 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 4 5 1. 6 0. 2 9 0. 2 1 N/ A 0. 0 8 0 7 0. 3 5 9 8 32 3 . 7 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 31 1 . 8 7 60 0 0 . 1 5 25 0 . 0 1 61 . 8 7 0. 0 1 0. 0 0 0. 0 0 9: 0 0 1. 7 0. 3 1 0. 2 0 N/ A 0. 1 0 1 6 0. 4 5 2 8 40 7 . 5 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 39 5 . 6 2 60 0 0 . 1 5 25 0 . 0 1 20 7 . 4 8 0. 0 3 0. 0 0 0. 0 0 9: 1 5 1. 9 0. 3 4 0. 2 0 N/ A 0. 1 4 0 4 0. 6 2 5 8 56 3 . 2 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 1 . 2 9 60 0 0 . 1 5 25 0 . 0 1 50 8 . 7 6 0. 0 8 0. 0 0 0. 0 0 9: 3 0 2 0. 3 6 0. 2 0 N/ A 0. 1 6 1 2 0. 7 1 8 6 64 6 . 7 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 63 4 . 8 2 60 0 0 . 1 5 25 0 . 0 1 89 3 . 5 8 0. 1 5 0. 0 0 0. 0 0 9: 4 5 2. 1 0. 3 8 0. 2 0 N/ A 0. 1 8 2 0 0. 8 1 1 3 73 0 . 1 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 71 8 . 2 5 60 0 0 . 1 5 25 0 . 0 1 13 6 1 . 8 2 0. 2 3 0. 0 0 0. 0 0 10 : 0 0 2. 2 0. 4 0 0. 1 9 N/ A 0. 2 0 2 8 0. 9 0 3 9 81 3 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 80 1 . 5 6 60 0 0 . 1 5 25 0 . 0 1 19 1 3 . 3 8 0. 3 2 0. 0 0 0. 0 0 10 : 1 5 1. 5 0. 2 7 0. 1 9 N/ A 0. 0 7 9 9 0. 3 5 6 0 32 0 . 3 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 8 . 4 4 60 0 0 . 1 5 25 0 . 0 1 19 7 1 . 8 1 0. 3 3 0. 0 0 0. 0 0 10 : 3 0 1. 5 0. 2 7 0. 1 9 N/ A 0. 0 8 2 6 0. 3 6 8 2 33 1 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 31 9 . 4 9 60 0 0 . 1 5 25 0 . 0 1 20 4 1 . 2 9 0. 3 4 0. 0 0 0. 0 0 10 : 4 5 2 0. 3 6 0. 1 8 N/ A 0. 1 7 5 2 0. 7 8 0 6 70 2 . 5 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 69 0 . 6 3 60 0 0 . 1 5 25 0 . 0 1 24 8 1 . 9 2 0. 4 1 0. 0 0 0. 0 0 11 : 0 0 2 0. 3 6 0. 1 8 N/ A 0. 1 7 7 8 0. 7 9 2 6 71 3 . 3 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 70 1 . 4 6 60 0 0 . 1 5 25 0 . 0 1 29 3 3 . 3 7 0. 4 9 0. 0 0 0. 0 0 11 : 1 5 1. 9 0. 3 4 0. 1 8 N/ A 0. 1 6 2 6 0. 7 2 4 5 65 2 . 0 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 64 0 . 1 3 60 0 0 . 1 5 25 0 . 0 1 33 2 3 . 4 9 0. 5 5 0. 0 0 0. 0 0 11 : 3 0 1. 9 0. 3 4 0. 1 8 N/ A 0. 1 6 5 2 0. 7 3 6 3 66 2 . 6 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 65 0 . 7 3 60 0 0 . 1 5 25 0 . 0 1 37 2 4 . 2 1 0. 6 2 0. 0 0 0. 0 0 11 : 4 5 1. 7 0. 3 1 0. 1 7 N/ A 0. 1 3 1 9 0. 5 8 7 8 52 9 . 0 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 51 7 . 1 3 60 0 0 . 1 5 25 0 . 0 1 39 9 1 . 3 3 0. 6 7 0. 0 0 0. 0 0 12 : 0 0 1. 8 0. 3 2 0. 1 7 N/ A 0. 1 5 2 4 0. 6 7 9 4 61 1 . 4 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 59 9 . 5 3 60 0 0 . 1 5 25 0 . 0 1 43 4 0 . 8 6 0. 7 2 0. 0 0 0. 0 0 12 : 1 5 2. 5 0. 4 5 0. 1 7 N/ A 0. 2 8 0 7 1. 2 5 1 1 11 2 5 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 11 1 4 . 0 6 60 0 0 . 1 5 25 0 . 0 1 52 0 4 . 9 1 0. 8 7 0. 0 0 0. 0 0 12 : 3 0 2. 6 0. 4 7 0. 1 7 N/ A 0. 3 0 1 2 1. 3 4 2 4 12 0 8 . 1 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 11 9 6 . 2 3 60 0 0 . 1 5 25 0 . 0 1 61 5 1 . 1 3 1. 0 3 0. 0 0 0. 0 0 12 : 4 5 2. 8 0. 5 0 0. 1 6 N/ A 0. 3 3 9 6 1. 5 1 3 6 13 6 2 . 2 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 13 5 0 . 3 1 60 0 0 . 1 5 25 0 . 0 1 72 5 1 . 4 4 1. 2 1 0. 0 0 0. 0 0 6 o f 6 13 : 0 0 2. 9 0. 5 2 0. 1 6 N/ A 0. 3 6 0 0 1. 6 0 4 6 14 4 4 . 1 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 14 3 2 . 2 4 60 0 0 . 1 5 25 0 . 0 1 84 3 3 . 6 7 1. 4 1 0. 0 0 0. 0 0 13 : 1 5 3. 4 0. 6 1 0. 1 6 N/ A 0. 4 5 2 3 2. 0 1 5 7 18 1 4 . 1 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 18 0 2 . 2 0 60 0 0 . 1 5 25 0 . 0 1 99 8 5 . 8 7 1. 6 6 0. 0 0 0. 0 0 13 : 3 0 3. 4 0. 6 1 0. 1 6 N/ A 0. 4 5 4 7 2. 0 2 6 4 18 2 3 . 7 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 18 1 1 . 8 4 60 0 0 . 1 5 25 0 . 0 1 11 5 4 7 . 7 0 1. 9 2 0. 0 0 0. 0 0 13 : 4 5 2. 3 0. 4 1 0. 1 5 N/ A 0. 2 5 9 5 1. 1 5 6 5 10 4 0 . 8 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 2 8 . 9 1 60 0 0 . 1 5 25 0 . 0 1 12 3 2 6 . 6 1 2. 0 5 0. 0 0 0. 0 0 14 : 0 0 2. 3 0. 4 1 0. 1 5 N/ A 0. 2 6 1 8 1. 1 6 6 9 10 5 0 . 2 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 3 8 . 3 0 60 0 0 . 1 5 25 0 . 0 1 13 1 1 4 . 9 0 2. 1 9 0. 0 0 0. 0 0 14 : 1 5 2. 7 0. 4 8 0. 1 5 N/ A 0. 3 3 6 0 1. 4 9 7 4 13 4 7 . 6 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 13 3 5 . 7 2 60 0 0 . 1 5 25 0 . 0 1 14 2 0 0 . 6 1 2. 3 7 0. 0 0 0. 0 0 14 : 3 0 2. 6 0. 4 7 0. 1 5 N/ A 0. 3 2 0 3 1. 4 2 7 5 12 8 4 . 7 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 7 2 . 8 0 60 0 0 . 1 5 25 0 . 0 1 15 2 2 3 . 4 0 2. 5 4 0. 0 0 0. 0 0 14 : 4 5 2. 6 0. 4 7 0. 1 4 N/ A 0. 3 2 2 5 1. 4 3 7 5 12 9 3 . 7 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 8 1 . 8 0 60 0 0 . 1 5 25 0 . 0 1 16 2 5 5 . 2 0 2. 7 1 0. 0 0 0. 0 0 15 : 0 0 2. 5 0. 4 5 0. 1 4 N/ A 0. 3 0 6 8 1. 3 6 7 3 12 3 0 . 5 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 1 8 . 6 2 60 0 0 . 1 5 25 0 . 0 1 17 2 2 3 . 8 2 2. 8 7 0. 0 0 0. 0 0 15 : 1 5 2. 4 0. 4 3 0. 1 4 N/ A 0. 2 9 1 0 1. 2 9 6 9 11 6 7 . 2 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 11 5 5 . 3 1 60 0 0 . 1 5 25 0 . 0 1 18 1 2 9 . 1 3 3. 0 2 0. 0 0 0. 0 0 15 : 3 0 2. 3 0. 4 1 0. 1 4 N/ A 0. 2 7 5 2 1. 2 2 6 4 11 0 3 . 7 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 9 1 . 8 7 60 0 0 . 1 5 25 0 . 0 1 18 9 7 0 . 9 9 3. 1 6 0. 0 0 0. 0 0 15 : 4 5 1. 9 0. 3 4 0. 1 4 N/ A 0. 2 0 5 4 0. 9 1 5 7 82 4 . 0 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 81 2 . 1 6 60 0 0 . 1 5 25 0 . 0 1 19 5 3 3 . 1 4 3. 2 6 0. 0 0 0. 0 0 16 : 0 0 1. 9 0. 3 4 0. 1 3 N/ A 0. 2 0 7 5 0. 9 2 4 9 83 2 . 4 0 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 82 0 . 4 8 60 0 0 . 1 5 25 0 . 0 1 20 1 0 3 . 6 2 3. 3 5 0. 0 0 0. 0 0 PE A K 16 : 1 5 0. 4 0. 0 7 0. 1 3 0. 0 6 0. 0 0 7 2 0. 0 3 2 0 28 . 8 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 8 9 60 0 0 . 1 5 25 0 . 0 1 19 8 7 0 . 5 0 3. 3 1 0. 0 0 0. 0 0 16 : 3 0 0. 4 0. 0 7 0. 1 3 0. 0 6 0. 0 0 7 2 0. 0 3 2 0 28 . 8 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 8 9 60 0 0 . 1 5 25 0 . 0 1 19 6 3 7 . 3 9 3. 2 7 0. 0 0 0. 0 0 16 : 4 5 0. 3 0. 0 5 0. 1 3 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 19 3 9 7 . 0 7 3. 2 3 0. 0 0 0. 0 0 17 : 0 0 0. 3 0. 0 5 0. 1 3 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 19 1 5 6 . 7 6 3. 1 9 0. 0 0 0. 0 0 17 : 1 5 0. 5 0. 0 9 0. 1 2 0. 0 8 0. 0 0 9 0 0. 0 4 0 0 36 . 0 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 24 . 1 0 60 0 0 . 1 5 25 0 . 0 1 18 9 3 0 . 8 5 3. 1 6 0. 0 0 0. 0 0 17 : 3 0 0. 5 0. 0 9 0. 1 2 0. 0 8 0. 0 0 9 0 0. 0 4 0 0 36 . 0 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 24 . 1 0 60 0 0 . 1 5 25 0 . 0 1 18 7 0 4 . 9 4 3. 1 2 0. 0 0 0. 0 0 17 : 4 5 0. 5 0. 0 9 0. 1 2 0. 0 8 0. 0 0 9 0 0. 0 4 0 0 36 . 0 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 24 . 1 0 60 0 0 . 1 5 25 0 . 0 1 18 4 7 9 . 0 3 3. 0 8 0. 0 0 0. 0 0 18 : 0 0 0. 4 0. 0 7 0. 1 2 0. 0 6 0. 0 0 7 2 0. 0 3 2 0 28 . 8 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 8 9 60 0 0 . 1 5 25 0 . 0 1 18 2 4 5 . 9 2 3. 0 4 0. 0 0 0. 0 0 18 : 1 5 0. 4 0. 0 7 0. 1 2 0. 0 6 0. 0 0 7 2 0. 0 3 2 0 28 . 8 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 8 9 60 0 0 . 1 5 25 0 . 0 1 18 0 1 2 . 8 0 3. 0 0 0. 0 0 0. 0 0 18 : 3 0 0. 4 0. 0 7 0. 1 2 0. 0 6 0. 0 0 7 2 0. 0 3 2 0 28 . 8 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 8 9 60 0 0 . 1 5 25 0 . 0 1 17 7 7 9 . 6 9 2. 9 6 0. 0 0 0. 0 0 18 : 4 5 0. 3 0. 0 5 0. 1 1 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 17 5 3 9 . 3 7 2. 9 2 0. 0 0 0. 0 0 19 : 0 0 0. 2 0. 0 4 0. 1 1 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 17 2 9 1 . 8 5 2. 8 8 0. 0 0 0. 0 0 19 : 1 5 0. 3 0. 0 5 0. 1 1 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 17 0 5 1 . 5 4 2. 8 4 0. 0 0 0. 0 0 19 : 3 0 0. 4 0. 0 7 0. 1 1 0. 0 6 0. 0 0 7 2 0. 0 3 2 0 28 . 8 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 . 8 9 60 0 0 . 1 5 25 0 . 0 1 16 8 1 8 . 4 2 2. 8 0 0. 0 0 0. 0 0 19 : 4 5 0. 3 0. 0 5 0. 1 1 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 16 5 7 8 . 1 1 2. 7 6 0. 0 0 0. 0 0 20 : 0 0 0. 2 0. 0 4 0. 1 1 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 16 3 3 0 . 5 9 2. 7 2 0. 0 0 0. 0 0 20 : 1 5 0. 3 0. 0 5 0. 1 0 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 16 0 9 0 . 2 7 2. 6 8 0. 0 0 0. 0 0 20 : 3 0 0. 3 0. 0 5 0. 1 0 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 15 8 4 9 . 9 5 2. 6 4 0. 0 0 0. 0 0 20 : 4 5 0. 3 0. 0 5 0. 1 0 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 15 6 0 9 . 6 4 2. 6 0 0. 0 0 0. 0 0 21 : 0 0 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 15 3 6 2 . 1 2 2. 5 6 0. 0 0 0. 0 0 21 : 1 5 0. 3 0. 0 5 0. 1 0 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 15 1 2 1 . 8 0 2. 5 2 0. 0 0 0. 0 0 21 : 3 0 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 14 8 7 4 . 2 8 2. 4 8 0. 0 0 0. 0 0 21 : 4 5 0. 3 0. 0 5 0. 1 0 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 14 6 3 3 . 9 6 2. 4 4 0. 0 0 0. 0 0 22 : 0 0 0. 2 0. 0 4 0. 1 0 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 14 3 8 6 . 4 4 2. 4 0 0. 0 0 0. 0 0 22 : 1 5 0. 3 0. 0 5 0. 1 0 0. 0 5 0. 0 0 5 4 0. 0 2 4 0 21 . 6 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 9. 6 9 60 0 0 . 1 5 25 0 . 0 1 14 1 4 6 . 1 2 2. 3 6 0. 0 0 0. 0 0 22 : 3 0 0. 2 0. 0 4 0. 0 9 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 13 8 9 8 . 6 0 2. 3 2 0. 0 0 0. 0 0 22 : 4 5 0. 2 0. 0 4 0. 0 9 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 13 6 5 1 . 0 8 2. 2 8 0. 0 0 0. 0 0 23 : 0 0 0. 2 0. 0 4 0. 0 9 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 13 4 0 3 . 5 6 2. 2 3 0. 0 0 0. 0 0 23 : 1 5 0. 2 0. 0 4 0. 0 9 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 13 1 5 6 . 0 4 2. 1 9 0. 0 0 0. 0 0 23 : 3 0 0. 2 0. 0 4 0. 0 9 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 12 9 0 8 . 5 2 2. 1 5 0. 0 0 0. 0 0 23 : 4 5 0. 2 0. 0 4 0. 0 9 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 12 6 6 1 . 0 0 2. 1 1 0. 0 0 0. 0 0 24 : 0 0 0. 2 0. 0 4 0. 0 9 0. 0 3 0. 0 0 3 6 0. 0 1 6 0 14 . 4 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 2. 4 9 60 0 0 . 1 5 25 0 . 0 1 12 4 1 3 . 4 8 2. 0 7 0. 0 0 0. 0 0 0 0. 0 0 0. 0 9 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 11 . 9 2 34 9 . 3 6 19 . 0 5 0. 0 0 60 0 0 . 1 5 25 0 . 0 1 12 1 6 3 . 4 7 2. 0 3 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 30 5 9 7 . 8 7 To t a l O v e r f l o w ( c f ) 0. 0 0 1 o f 6 HY D R O L O G Y C A L C U L A T I O N S - U N I V E R S I T Y P A R K Us i n g t h e R C F C & W C D S h o r t C u t U n i t H y d r o g r a p h M e t h o d Ar e a D e s i g n a t i o n s Dr a i n a g e A r e a ( a c . ) 8 . 2 8 0 0 Un i t t i m e ( m i n u t e s ) 5 5 5 15 10 0 Y e a r S t o r m D u r a t i o n ( h r s ) 1 3 6 24 To t a l P r e c i p i t a t i o n ( P l a t e s D - 4 . 4 , E - 5 . 2 , 5 . 4 , 5 . 6 ) ( i n . ) 1. 5 3 2. 2 1 2. 8 9 4. 4 9 Or d a t a f r o m N O A A i n t e r a c t i v e w e b s i t e So i l s G r o u p A AM C i n d e x I I R u n o f f N u m b e r ( p l a t e E - 6 . 1 ) 32 Pl a t e E - 6 . 2 P e r v i o u s A r e a L o s s R a t e ( F p ) ( i n / h r ) 0. 7 4 (A M C I I ) Pe r c e n t a g e o f I m p e r v i o u s C o v e r ( A i ) ( % ) ( p l a t e E - 6 . 3 ) 75 . 2 We i g h t e d A v e r a g e L o s s R a t e ( F = F p ( 1 - . 9 A i ) ) ( i n . / h r . ) 0. 2 4 (u s e d f o r 1 , 3 , a n d 6 h o u r s t o r m , t h e 2 4 h o u r s t o r m u s e s v a r i a b l e m a x i m u m l o s s r a t e p e r p l a t e E - 1 . 1 ( 3 o f 6 ) ) Lo w L o s s R a t e P e r c e n t ( % ) 90 Re t e n t i o n B a s i n P e r c o l a t i o n R a t e ( i n / h r ) 2 (a l s o u s e d f o r d r y w e l l p e r c o l a t i o n r a t e ) Pe r c o l a t i o n i s t a k e n i n c r e m e n t a l l y . Ba s i n v o l u m e i s c a l c u l a t e d u s i n g t h e " t r u n c a t e d p y r a m i d " f o r m u l a , a m o r e c o n s e r v a t i v e e s t i m a t e t h a n " a v e r a g e d e n d a r e a s " s o m e t i me s u s e d (D r y w e l l c a n b e " z e r o e d o u t " b y r e d u c i n g n u m b e r s t o l e s s t h a n . 0 0 1 , b u t s h o u l d n o t e n t e r e d a s z e r o s o r p r o g r a m c h o k e s . ) Dr y w e l l s t o r a g e i n c l u d e s 4 0 % o f t h e 1 ' w i d e r o c k b e d s u rr o u n d i n g t h e dr y w e l l : f o r m u l a (u p p e r ) * P I ( ) * ( d i a m / 2 ) ^ 2 + ( l o w e r ) * P I ( ) * ( ( d i am / 2 ) ^ 2 + 0 . 4 * ( ( d i a m / 2 + ( g r a v + 0 . 4 1 6 6 ) ) ^ 2 - ( d i a m / 2 + 0 . 4 1 6 6 ) ^ 2 ) ) Th e d r y w e l l w a l l t h i c k n e s s i s a s s u m e d a t 5 " ( 0 . 4 1 6 6 ) a n d t h e g r a v e l b e d w i d t h i s v a r i a b l e " g r a v " Dr y w e l l i s z e r o e d o u t b y e n t e r i n g . 0 0 1 f o r v a l u e s Dr y w e l l d e s i g n f a c t o r s Up p e r s e c . ( f t . ) = 5 Lo w e r s e c . ( f t . ) = 15 Ri n g d i a m . ( f t . ) = 4 Dr y w e l l l o w e r m a x . ( c f ) = 29 8 . 4 5 Up p e r m a x . ( c f ) = 62 . 8 3 Gr a v e l b e d w i d t h ar o u n d dr w y e l l = 1 Dr y w e l l t o t a l ( c f ) = 36 1 . 2 8 Re t . B a s i n d e s i g n ( a r e a , d e p t h ) To p = 65 5 2 s. f . Bo t . = 65 5 2 s. f . Ma x . D e p t h ( d ) = 5. 0 6 7 Ma x . s t o r a g e = 33 1 9 8 . 9 8 ( d / 3 ) * ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 0 ) Fo r m u l a s v o l = ( h / 3 ) * ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 0 ) a r e a = b o t t o m + ( h / d ) * ( t o p - b o t t o m ) h= ( v o l * 3 ) / ( b o t t o m + t o p + ( b o t t o m * t o p ) ^ 0 . 5 ) (v a l u e s m u s t b e no n - z e r o o r er r o r o c c u r s ) Ou t s i d e i n p u t f r o m : N/ A 1 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r ) Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 3. 7 0. 6 7 9 3 0. 2 3 9 2 N/ A 0. 4 4 0 2 3. 6 7 4 8 11 0 2 . 4 5 0. 0 0 30 . 8 9 0. 4 3 36 1 . 2 8 20 . 0 0 74 0 . 7 4 65 5 2 . 0 0 91 . 0 0 64 9 . 7 4 0. 1 0 0. 0 0 0. 0 0 0: 1 0 4. 8 0. 8 8 1 3 0. 2 3 9 2 N/ A 0. 6 4 2 1 5. 3 6 1 0 16 0 8 . 3 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 0 4 . 3 2 65 5 2 . 0 0 91 . 0 0 21 6 3 . 0 6 0. 3 3 0. 0 0 0. 0 0 0: 1 5 5. 1 0. 9 3 6 4 0. 2 3 9 2 N/ A 0. 6 9 7 2 5. 8 2 0 9 17 4 6 . 2 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 17 4 2 . 2 8 65 5 2 . 0 0 91 . 0 0 38 1 4 . 3 5 0. 5 8 0. 0 0 0. 0 0 0: 2 0 4. 9 0. 8 9 9 6 0. 2 3 9 2 N/ A 0. 6 6 0 5 5. 5 1 4 3 16 5 4 . 2 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 16 5 0 . 3 1 65 5 2 . 0 0 91 . 0 0 53 7 3 . 6 6 0. 8 2 0. 0 0 0. 0 0 0: 2 5 6. 6 1. 2 1 1 8 0. 2 3 9 2 N/ A 0. 9 7 2 6 8. 1 2 0 2 24 3 6 . 0 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 24 3 2 . 0 8 65 5 2 . 0 0 91 . 0 0 77 1 4 . 7 3 1. 1 8 0. 0 0 0. 0 0 0: 3 0 7. 3 1. 3 4 0 3 0. 2 3 9 2 N/ A 1. 1 0 1 1 9. 1 9 3 2 27 5 7 . 9 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 5 3 . 9 8 65 5 2 . 0 0 91 . 0 0 10 3 7 7 . 7 1 1. 5 8 0. 0 0 0. 0 0 0: 3 5 8. 4 1. 5 4 2 2 0. 2 3 9 2 N/ A 1. 3 0 3 1 10 . 8 7 9 3 32 6 3 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 32 5 9 . 8 3 65 5 2 . 0 0 91 . 0 0 13 5 4 6 . 5 4 2. 0 7 0. 0 0 0. 0 0 0: 4 0 9 1. 6 5 2 4 0. 2 3 9 2 N/ A 1. 4 1 3 2 11 . 7 9 9 1 35 3 9 . 7 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 35 3 5 . 7 5 65 5 2 . 0 0 91 . 0 0 16 9 9 1 . 2 9 2. 5 9 0. 0 0 0. 0 0 0: 4 5 12 . 3 2. 2 5 8 3 0. 2 3 9 2 N/ A 2. 0 1 9 1 16 . 8 5 7 6 50 5 7 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 50 5 3 . 3 0 65 5 2 . 0 0 91 . 0 0 21 9 5 3 . 5 9 3. 3 5 0. 0 0 0. 0 0 0: 5 0 17 . 6 3. 2 3 1 4 0. 2 3 9 2 N/ A 2. 9 9 2 2 24 . 9 8 1 8 74 9 4 . 5 4 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 74 9 0 . 5 7 65 5 2 . 0 0 91 . 0 0 29 3 5 3 . 1 6 4. 4 8 0. 0 0 0. 0 0 PE A K 0: 5 5 16 . 1 2. 9 5 6 0 0. 2 3 9 2 N/ A 2. 7 1 6 8 22 . 6 8 2 5 68 0 4 . 7 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 68 0 0 . 7 7 65 5 2 . 0 0 91 . 0 0 33 1 9 8 . 9 8 5. 0 7 28 6 3 . 9 5 9. 5 5 1: 0 0 4. 2 0. 7 7 1 1 0. 2 3 9 2 N/ A 0. 5 3 2 0 4. 4 4 1 3 13 3 2 . 3 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 2 8 . 4 1 65 5 2 . 0 0 91 . 0 0 33 1 9 8 . 9 8 5. 0 7 12 3 7 . 4 1 4. 1 2 0 0. 0 0 0 0 0. 2 3 9 2 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 7 . 3 1 19 . 6 8 0. 0 0 65 5 2 . 0 0 91 . 0 0 33 1 0 7 . 9 8 5. 0 5 0. 0 0 0. 0 0 0 0. 0 0 0 0 0. 2 3 9 2 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 3 . 3 3 19 . 3 7 0. 0 0 65 5 2 . 0 0 91 . 0 0 33 0 1 6 . 9 8 5. 0 4 0. 0 0 0. 0 0 1: 1 5 0 0. 0 0 0 0 0. 2 3 9 2 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 9 . 3 6 19 . 0 5 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 9 2 5 . 9 8 5. 0 3 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 38 7 9 7 . 7 6 To t a l O v e r f l o w ( c f ) 41 0 1 . 3 5 *r e c e i v i n g r u n o f f f r o m n o r t h h a l f o f C o l l e g e D r . f r o m n o r t h w e s t e r n U n i v e r s i t y P a r k / C o l l e g e i n t e r s e c t i o n t o Co l l e g e / T e c h n o l o g y i n t e r s e c t i o n , w e s t h a l f o f T e c h n o l o g y D r . , a n d s o u t h h a l f o f G e r a l d F o r d D r . f r o m P a c i f i c A v e / G e r a l d Fo r d i n t e r s e c t i o n t o G e r a l d F o r d / T e c h n o l o g y i n t e r s e c t i o n a n d 1 . 8 8 a c r e s o f o n - s i t e d e v e l o p m e n t . Pr o p o s e d C o n d i t i o n s * - B a s i n C - U G R e t e n t i o n ( G e r a l d F o r d & T e c h ) 2 o f 6 3 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r ) Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 1. 3 0. 3 4 0. 2 4 N/ A 0. 1 0 5 6 0. 8 8 1 6 26 4 . 4 8 0. 0 0 30 . 8 9 0. 4 3 26 4 . 0 5 13 . 2 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 0 1. 3 0. 3 4 0. 2 4 N/ A 0. 1 0 5 6 0. 8 8 1 6 26 4 . 4 8 0. 0 0 25 6 . 7 2 3. 5 7 36 1 . 2 8 20 . 0 0 16 3 . 6 8 65 5 2 . 0 0 91 . 0 0 72 . 6 8 0. 0 1 0. 0 0 0. 0 0 0: 1 5 1. 1 0. 2 9 0. 2 4 N/ A 0. 0 5 2 6 0. 4 3 8 8 13 1 . 6 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 12 7 . 6 5 65 5 2 . 0 0 91 . 0 0 10 9 . 3 3 0. 0 2 0. 0 0 0. 0 0 0: 2 0 1. 5 0. 4 0 0. 2 4 N/ A 0. 1 5 8 6 1. 3 2 4 4 39 7 . 3 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 3 . 3 5 65 5 2 . 0 0 91 . 0 0 41 1 . 6 8 0. 0 6 0. 0 0 0. 0 0 0: 2 5 1. 5 0. 4 0 0. 2 4 N/ A 0. 1 5 8 6 1. 3 2 4 4 39 7 . 3 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 3 . 3 5 65 5 2 . 0 0 91 . 0 0 71 4 . 0 3 0. 1 1 0. 0 0 0. 0 0 0: 3 0 1. 8 0. 4 8 0. 2 4 N/ A 0. 2 3 8 2 1. 9 8 8 7 59 6 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 59 2 . 6 3 65 5 2 . 0 0 91 . 0 0 12 1 5 . 6 6 0. 1 9 0. 0 0 0. 0 0 0: 3 5 1. 5 0. 4 0 0. 2 4 N/ A 0. 1 5 8 6 1. 3 2 4 4 39 7 . 3 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 3 . 3 5 65 5 2 . 0 0 91 . 0 0 15 1 8 . 0 1 0. 2 3 0. 0 0 0. 0 0 0: 4 0 1. 8 0. 4 8 0. 2 4 N/ A 0. 2 3 8 2 1. 9 8 8 7 59 6 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 59 2 . 6 3 65 5 2 . 0 0 91 . 0 0 20 1 9 . 6 3 0. 3 1 0. 0 0 0. 0 0 0: 4 5 1. 8 0. 4 8 0. 2 4 N/ A 0. 2 3 8 2 1. 9 8 8 7 59 6 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 59 2 . 6 3 65 5 2 . 0 0 91 . 0 0 25 2 1 . 2 6 0. 3 8 0. 0 0 0. 0 0 0: 5 0 1. 5 0. 4 0 0. 2 4 N/ A 0. 1 5 8 6 1. 3 2 4 4 39 7 . 3 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 3 . 3 5 65 5 2 . 0 0 91 . 0 0 28 2 3 . 6 1 0. 4 3 0. 0 0 0. 0 0 0: 5 5 1. 6 0. 4 2 0. 2 4 N/ A 0. 1 8 5 2 1. 5 4 5 8 46 3 . 7 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 45 9 . 7 8 65 5 2 . 0 0 91 . 0 0 31 9 2 . 3 9 0. 4 9 0. 0 0 0. 0 0 1: 0 0 1. 8 0. 4 8 0. 2 4 N/ A 0. 2 3 8 2 1. 9 8 8 7 59 6 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 59 2 . 6 3 65 5 2 . 0 0 91 . 0 0 36 9 4 . 0 1 0. 5 6 0. 0 0 0. 0 0 1: 0 5 2. 2 0. 5 8 0. 2 4 N/ A 0. 3 4 4 3 2. 8 7 4 3 86 2 . 3 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 85 8 . 3 2 65 5 2 . 0 0 91 . 0 0 44 6 1 . 3 4 0. 6 8 0. 0 0 0. 0 0 1: 1 0 2. 2 0. 5 8 0. 2 4 N/ A 0. 3 4 4 3 2. 8 7 4 3 86 2 . 3 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 85 8 . 3 2 65 5 2 . 0 0 91 . 0 0 52 2 8 . 6 6 0. 8 0 0. 0 0 0. 0 0 1: 1 5 2. 2 0. 5 8 0. 2 4 N/ A 0. 3 4 4 3 2. 8 7 4 3 86 2 . 3 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 85 8 . 3 2 65 5 2 . 0 0 91 . 0 0 59 9 5 . 9 8 0. 9 2 0. 0 0 0. 0 0 1: 2 0 2 0. 5 3 0. 2 4 N/ A 0. 2 9 1 2 2. 4 3 1 5 72 9 . 4 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 72 5 . 4 7 65 5 2 . 0 0 91 . 0 0 66 3 0 . 4 6 1. 0 1 0. 0 0 0. 0 0 1: 2 5 2. 6 0. 6 9 0. 2 4 N/ A 0. 4 5 0 4 3. 7 6 0 0 11 2 8 . 0 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 11 2 4 . 0 2 65 5 2 . 0 0 91 . 0 0 76 6 3 . 4 8 1. 1 7 0. 0 0 0. 0 0 1: 3 0 2. 7 0. 7 2 0. 2 4 N/ A 0. 4 7 6 9 3. 9 8 1 4 11 9 4 . 4 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 11 9 0 . 4 5 65 5 2 . 0 0 91 . 0 0 87 6 2 . 9 3 1. 3 4 0. 0 0 0. 0 0 1: 3 5 2. 4 0. 6 4 0. 2 4 N/ A 0. 3 9 7 3 3. 3 1 7 2 99 5 . 1 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 99 1 . 1 7 65 5 2 . 0 0 91 . 0 0 96 6 3 . 1 0 1. 4 7 0. 0 0 0. 0 0 1: 4 0 2. 7 0. 7 2 0. 2 4 N/ A 0. 4 7 6 9 3. 9 8 1 4 11 9 4 . 4 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 11 9 0 . 4 5 65 5 2 . 0 0 91 . 0 0 10 7 6 2 . 5 5 1. 6 4 0. 0 0 0. 0 0 1: 4 5 3. 3 0. 8 8 0. 2 4 N/ A 0. 6 3 6 0 5. 3 0 9 9 15 9 2 . 9 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 15 8 8 . 9 9 65 5 2 . 0 0 91 . 0 0 12 2 6 0 . 5 4 1. 8 7 0. 0 0 0. 0 0 1: 5 0 3. 1 0. 8 2 0. 2 4 N/ A 0. 5 8 3 0 4. 8 6 7 1 14 6 0 . 1 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 14 5 6 . 1 5 65 5 2 . 0 0 91 . 0 0 13 6 2 5 . 6 9 2. 0 8 0. 0 0 0. 0 0 1: 5 5 2. 9 0. 7 7 0. 2 4 N/ A 0. 5 2 9 9 4. 4 2 4 2 13 2 7 . 2 7 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 2 3 . 3 0 65 5 2 . 0 0 91 . 0 0 14 8 5 7 . 9 9 2. 2 7 0. 0 0 0. 0 0 2: 0 0 3 0. 8 0 0. 2 4 N/ A 0. 5 5 6 4 4. 6 4 5 7 13 9 3 . 7 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 13 8 9 . 7 2 65 5 2 . 0 0 91 . 0 0 16 1 5 6 . 7 1 2. 4 7 0. 0 0 0. 0 0 2: 0 5 3. 1 0. 8 2 0. 2 4 N/ A 0. 5 8 3 0 4. 8 6 7 1 14 6 0 . 1 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 14 5 6 . 1 5 65 5 2 . 0 0 91 . 0 0 17 5 2 1 . 8 5 2. 6 7 0. 0 0 0. 0 0 2: 1 0 4. 2 1. 1 1 0. 2 4 N/ A 0. 8 7 4 7 7. 3 0 2 6 21 9 0 . 7 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 21 8 6 . 8 2 65 5 2 . 0 0 91 . 0 0 19 6 1 7 . 6 7 2. 9 9 0. 0 0 0. 0 0 2: 1 5 5 1. 3 3 0. 2 4 N/ A 1. 0 8 6 8 9. 0 7 4 0 27 2 2 . 1 9 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 27 1 8 . 2 1 65 5 2 . 0 0 91 . 0 0 22 2 4 4 . 8 8 3. 4 0 0. 0 0 0. 0 0 2: 2 0 3. 5 0. 9 3 0. 2 4 N/ A 0. 6 8 9 0 5. 7 5 2 7 17 2 5 . 8 2 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 17 2 1 . 8 4 65 5 2 . 0 0 91 . 0 0 23 8 7 5 . 7 3 3. 6 4 0. 0 0 0. 0 0 2: 2 5 6. 8 1. 8 0 0. 2 4 N/ A 1. 5 6 4 2 13 . 0 5 9 4 39 1 7 . 8 3 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 39 1 3 . 8 6 65 5 2 . 0 0 91 . 0 0 27 6 9 8 . 5 8 4. 2 3 0. 0 0 0. 0 0 2: 3 0 7. 3 1. 9 4 0. 2 4 N/ A 1. 6 9 6 8 14 . 1 6 6 5 42 4 9 . 9 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 42 4 5 . 9 8 65 5 2 . 0 0 91 . 0 0 31 8 5 3 . 5 7 4. 8 6 0. 0 0 0. 0 0 2: 3 5 8. 2 2. 1 7 0. 2 4 N/ A 1. 9 3 5 5 16 . 1 5 9 3 48 4 7 . 7 8 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 48 4 3 . 8 0 65 5 2 . 0 0 91 . 0 0 33 1 9 8 . 9 8 5. 0 7 34 0 7 . 3 8 11 . 3 6 2: 4 0 5. 9 1. 5 6 0. 2 4 N/ A 1. 3 2 5 5 11 . 0 6 6 7 33 2 0 . 0 1 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 33 1 6 . 0 4 65 5 2 . 0 0 91 . 0 0 33 1 9 8 . 9 8 5. 0 7 32 2 5 . 0 4 10 . 7 5 PE A K 2: 4 5 2 0. 5 3 0. 2 4 N/ A 0. 2 9 1 2 2. 4 3 1 5 72 9 . 4 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 72 5 . 4 7 65 5 2 . 0 0 91 . 0 0 33 1 9 8 . 9 8 5. 0 7 63 4 . 4 7 2. 1 1 2: 5 0 1. 8 0. 4 8 0. 2 4 N/ A 0. 2 3 8 2 1. 9 8 8 7 59 6 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 59 2 . 6 3 65 5 2 . 0 0 91 . 0 0 33 1 9 8 . 9 8 5. 0 7 50 1 . 6 3 1. 6 7 2: 5 5 1. 8 0. 4 8 0. 2 4 N/ A 0. 2 3 8 2 1. 9 8 8 7 59 6 . 6 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 59 2 . 6 3 65 5 2 . 0 0 91 . 0 0 33 1 9 8 . 9 8 5. 0 7 50 1 . 6 3 1. 6 7 3: 0 0 0. 6 0. 1 6 0. 2 4 0. 1 4 0. 0 1 5 9 0. 1 3 2 8 39 . 8 5 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 35 . 8 8 65 5 2 . 0 0 91 . 0 0 33 1 4 3 . 8 6 5. 0 6 0. 0 0 0. 0 0 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 7 . 3 1 19 . 6 8 0. 0 0 65 5 2 . 0 0 91 . 0 0 33 0 5 2 . 8 6 5. 0 4 0. 0 0 0. 0 0 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 35 3 . 3 3 19 . 3 7 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 9 6 1 . 8 6 5. 0 3 0. 0 0 0. 0 0 3: 1 5 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 9 . 3 6 19 . 0 5 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 8 7 0 . 8 6 5. 0 2 0. 0 0 0. 0 0 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 5 . 3 8 18 . 7 3 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 7 7 9 . 8 6 5. 0 0 0. 0 0 0. 0 0 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 34 1 . 4 1 18 . 4 2 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 6 8 8 . 8 6 4. 9 9 0. 0 0 0. 0 0 3: 3 0 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 7 . 4 4 18 . 1 0 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 5 9 7 . 8 6 4. 9 8 0. 0 0 0. 0 0 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 33 3 . 4 6 17 . 7 9 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 5 0 6 . 8 6 4. 9 6 0. 0 0 0. 0 0 0 0. 0 0 0. 2 4 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 3. 9 7 32 9 . 4 9 17 . 4 7 0. 0 0 65 5 2 . 0 0 91 . 0 0 32 4 1 5 . 8 6 4. 9 5 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 45 0 9 9 . 4 1 To t a l O v e r f l o w ( c f ) 82 7 0 . 1 4 3 o f 6 6 H o u r S t o r m i n 5 m i n u t e i n c r e m e n t s Dr y w e l l Dr y w e l l Dr y w e l l Dr y w e l l Ov e r f l o w Ba s i n Ba s i n Ba s i n Ti m e Pa t t e r n St o r m Lo s s R a t e V a l u e Ef f e c t i v e Fl o w Fl o w Ou t s i d e Re t e n t i o n Pe r i o d St o r a g e St o r a g e To Re t e n t i o n Pe r i o d St o r a g e St o r a g e Ov e r f l o w Ov e r f l o w % Ra i n ( i n / h r ) Ma x . Mi n . Ra i n ( i n / h r ) Ra t e ( c f s ) Vo l . ( c f ) In p u t ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t ) Ba s i n ( c f ) Ar e a ( s f ) Pe r c . ( c f ) Vo l . ( c f ) De p t h ( f t Vo l . ( c f ) Ra t e ( c f s ) 0: 0 5 0. 5 0. 1 7 0. 2 4 0. 1 6 0. 0 1 7 3 0. 1 4 4 8 43 . 4 3 0. 0 0 30 . 8 9 0. 4 3 43 . 0 0 2. 1 6 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 0 0. 6 0. 2 1 0. 2 4 0. 1 9 0. 0 2 0 8 0. 1 7 3 7 52 . 1 2 0. 0 0 67 . 6 7 0. 9 4 94 . 1 8 4. 7 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 1 5 0. 6 0. 2 1 0. 2 4 0. 1 9 0. 0 2 0 8 0. 1 7 3 7 52 . 1 2 0. 0 0 11 1 . 4 4 1. 5 5 14 4 . 7 5 7. 2 8 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 2 0 0. 6 0. 2 1 0. 2 4 0. 1 9 0. 0 2 0 8 0. 1 7 3 7 52 . 1 2 0. 0 0 15 4 . 6 9 2. 1 5 19 4 . 7 2 9. 7 9 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 2 5 0. 6 0. 2 1 0. 2 4 0. 1 9 0. 0 2 0 8 0. 1 7 3 7 52 . 1 2 0. 0 0 19 7 . 4 3 2. 7 4 24 4 . 1 0 12 . 2 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 3 0 0. 7 0. 2 4 0. 2 4 0. 2 2 0. 0 2 4 3 0. 2 0 2 7 60 . 8 0 0. 0 0 23 9 . 6 6 3. 3 3 32 1 . 6 0 16 . 8 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 3 5 0. 7 0. 2 4 0. 2 4 0. 2 2 0. 0 2 4 3 0. 2 0 2 7 60 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 17 . 1 4 65 5 2 . 0 0 17 . 1 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 4 0 0. 7 0. 2 4 0. 2 4 0. 2 2 0. 0 2 4 3 0. 2 0 2 7 60 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 56 . 8 3 65 5 2 . 0 0 56 . 8 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 4 5 0. 7 0. 2 4 0. 2 4 0. 2 2 0. 0 2 4 3 0. 2 0 2 7 60 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 56 . 8 3 65 5 2 . 0 0 56 . 8 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 5 0 0. 7 0. 2 4 0. 2 4 0. 2 2 0. 0 2 4 3 0. 2 0 2 7 60 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 56 . 8 3 65 5 2 . 0 0 56 . 8 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 5 5 0. 7 0. 2 4 0. 2 4 0. 2 2 0. 0 2 4 3 0. 2 0 2 7 60 . 8 0 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 56 . 8 3 65 5 2 . 0 0 56 . 8 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 1: 0 0 0. 8 0. 2 8 0. 2 4 N/ A 0. 0 3 8 3 0. 3 1 9 5 95 . 8 6 0. 0 0 28 6 . 1 4 3. 9 7 36 1 . 2 8 20 . 0 0 91 . 8 9 65 5 2 . 0 0 91 . 0 0 0. 8 9 0. 0 0 0. 0 0 0. 0 0 1: 0 5 0. 8 0. 2 8 0. 2 4 N/ A 0. 0 3 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( c f ) Ra t e ( c f s ) 0: 1 5 0. 2 0. 0 4 0. 4 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 30 . 8 9 1. 2 9 25 . 7 0 1. 2 9 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 3 0 0. 3 0. 0 5 0. 4 2 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 52 . 8 8 2. 2 0 63 . 9 9 3. 2 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0: 4 5 0. 3 0. 0 5 0. 4 1 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 85 . 6 2 3. 5 7 10 0 . 9 0 5. 0 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 1: 0 0 0. 4 0. 0 7 0. 4 1 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 11 7 . 1 9 4. 8 8 15 0 . 0 0 7. 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 1: 1 5 0. 3 0. 0 5 0. 4 0 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 15 9 . 1 8 6. 6 3 18 3 . 8 6 9. 2 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 1: 3 0 0. 3 0. 0 5 0. 4 0 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 18 8 . 1 4 7. 8 4 21 6 . 5 0 10 . 8 8 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 1: 4 5 0. 3 0. 0 5 0. 3 9 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 21 6 . 0 6 9. 0 0 24 7 . 9 9 12 . 4 6 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 0 0 0. 4 0. 0 7 0. 3 9 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 24 2 . 9 9 10 . 1 2 29 1 . 8 4 14 . 6 7 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 1 5 0. 4 0. 0 7 0. 3 8 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 0 . 4 9 11 . 6 9 33 6 . 5 7 18 . 0 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 3 0 0. 4 0. 0 7 0. 3 8 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 17 . 3 5 65 5 2 . 0 0 17 . 3 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 2: 4 5 0. 5 0. 0 9 0. 3 7 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 55 . 5 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 0 0 0. 5 0. 0 9 0. 3 7 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 55 . 5 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 1 5 0. 5 0. 0 9 0. 3 6 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 55 . 5 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 3 0 0. 5 0. 0 9 0. 3 6 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 55 . 5 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 3: 4 5 0. 5 0. 0 9 0. 3 5 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 55 . 5 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 0 0 0. 6 0. 1 1 0. 3 5 0. 1 0 0. 0 1 0 8 0. 0 9 0 0 80 . 9 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 69 . 0 5 65 5 2 . 0 0 69 . 0 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 1 5 0. 6 0. 1 1 0. 3 5 0. 1 0 0. 0 1 0 8 0. 0 9 0 0 80 . 9 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 69 . 0 5 65 5 2 . 0 0 69 . 0 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 3 0 0. 7 0. 1 3 0. 3 4 0. 1 1 0. 0 1 2 6 0. 1 0 5 0 94 . 4 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 82 . 5 4 65 5 2 . 0 0 82 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 4: 4 5 0. 7 0. 1 3 0. 3 4 0. 1 1 0. 0 1 2 6 0. 1 0 5 0 94 . 4 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 82 . 5 4 65 5 2 . 0 0 82 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 0 0 0. 8 0. 1 4 0. 3 3 0. 1 3 0. 0 1 4 4 0. 1 2 0 0 10 7 . 9 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 96 . 0 4 65 5 2 . 0 0 96 . 0 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 1 5 0. 6 0. 1 1 0. 3 3 0. 1 0 0. 0 1 0 8 0. 0 9 0 0 80 . 9 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 69 . 0 5 65 5 2 . 0 0 69 . 0 5 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 3 0 0. 7 0. 1 3 0. 3 2 0. 1 1 0. 0 1 2 6 0. 1 0 5 0 94 . 4 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 82 . 5 4 65 5 2 . 0 0 82 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 5: 4 5 0. 8 0. 1 4 0. 3 2 0. 1 3 0. 0 1 4 4 0. 1 2 0 0 10 7 . 9 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 96 . 0 4 65 5 2 . 0 0 96 . 0 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 0 0 0. 8 0. 1 4 0. 3 1 0. 1 3 0. 0 1 4 4 0. 1 2 0 0 10 7 . 9 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 96 . 0 4 65 5 2 . 0 0 96 . 0 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 1 5 0. 9 0. 1 6 0. 3 1 0. 1 5 0. 0 1 6 2 0. 1 3 5 0 12 1 . 4 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 9 . 5 4 65 5 2 . 0 0 10 9 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 3 0 0. 9 0. 1 6 0. 3 1 0. 1 5 0. 0 1 6 2 0. 1 3 5 0 12 1 . 4 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 9 . 5 4 65 5 2 . 0 0 10 9 . 5 4 0. 0 0 0. 0 0 0. 0 0 0. 0 0 6: 4 5 1 0. 1 8 0. 3 0 0. 1 6 0. 0 1 8 0 0. 1 4 9 9 13 4 . 9 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 3 . 0 3 65 5 2 . 0 0 12 3 . 0 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 0 0 1 0. 1 8 0. 3 0 0. 1 6 0. 0 1 8 0 0. 1 4 9 9 13 4 . 9 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 3 . 0 3 65 5 2 . 0 0 12 3 . 0 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 1 5 1 0. 1 8 0. 2 9 0. 1 6 0. 0 1 8 0 0. 1 4 9 9 13 4 . 9 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 3 . 0 3 65 5 2 . 0 0 12 3 . 0 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 3 0 1. 1 0. 2 0 0. 2 9 0. 1 8 0. 0 1 9 8 0. 1 6 4 9 14 8 . 4 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 13 6 . 5 3 65 5 2 . 0 0 13 6 . 5 3 0. 0 0 0. 0 0 0. 0 0 0. 0 0 7: 4 5 1. 2 0. 2 2 0. 2 9 0. 1 9 0. 0 2 1 6 0. 1 7 9 9 16 1 . 9 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 0 . 0 2 65 5 2 . 0 0 15 0 . 0 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 0 0 1. 3 0. 2 3 0. 2 8 0. 2 1 0. 0 2 3 3 0. 1 9 4 9 17 5 . 4 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 3 . 5 2 65 5 2 . 0 0 16 3 . 5 2 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 1 5 1. 5 0. 2 7 0. 2 8 0. 2 4 0. 0 2 6 9 0. 2 2 4 9 20 2 . 4 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 19 0 . 5 1 65 5 2 . 0 0 19 0 . 5 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 3 0 1. 5 0. 2 7 0. 2 7 0. 2 4 0. 0 2 6 9 0. 2 2 4 9 20 2 . 4 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 19 0 . 5 1 65 5 2 . 0 0 19 0 . 5 1 0. 0 0 0. 0 0 0. 0 0 0. 0 0 8: 4 5 1. 6 0. 2 9 0. 2 7 0. 2 6 0. 0 2 8 7 0. 2 3 9 9 21 5 . 9 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 20 4 . 0 0 65 5 2 . 0 0 20 4 . 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 9: 0 0 1. 7 0. 3 1 0. 2 7 N/ A 0. 0 3 8 4 0. 3 2 0 9 28 8 . 7 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 27 6 . 8 4 65 5 2 . 0 0 27 3 . 0 0 3. 8 4 0. 0 0 0. 0 0 0. 0 0 9: 1 5 1. 9 0. 3 4 0. 2 6 N/ A 0. 0 7 8 1 0. 6 5 2 4 58 7 . 1 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 57 5 . 2 1 65 5 2 . 0 0 27 3 . 0 0 30 6 . 0 6 0. 0 5 0. 0 0 0. 0 0 9: 3 0 2 0. 3 6 0. 2 6 N/ A 0. 0 9 9 9 0. 8 3 3 7 75 0 . 2 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 73 8 . 3 6 65 5 2 . 0 0 27 3 . 0 0 77 1 . 4 2 0. 1 2 0. 0 0 0. 0 0 9: 4 5 2. 1 0. 3 8 0. 2 6 N/ A 0. 1 2 1 5 1. 0 1 4 6 91 3 . 1 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 90 1 . 2 5 65 5 2 . 0 0 27 3 . 0 0 13 9 9 . 6 7 0. 2 1 0. 0 0 0. 0 0 10 : 0 0 2. 2 0. 4 0 0. 2 5 N/ A 0. 1 4 3 2 1. 1 9 5 3 10 7 5 . 7 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 10 6 3 . 8 7 65 5 2 . 0 0 27 3 . 0 0 21 9 0 . 5 4 0. 3 3 0. 0 0 0. 0 0 10 : 1 5 1. 5 0. 2 7 0. 2 5 0. 2 4 0. 0 2 6 9 0. 2 2 4 9 20 2 . 4 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 19 0 . 5 1 65 5 2 . 0 0 27 3 . 0 0 21 0 8 . 0 5 0. 3 2 0. 0 0 0. 0 0 10 : 3 0 1. 5 0. 2 7 0. 2 4 0. 2 4 0. 0 2 6 9 0. 2 2 4 9 20 2 . 4 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 19 0 . 5 1 65 5 2 . 0 0 27 3 . 0 0 20 2 5 . 5 5 0. 3 1 0. 0 0 0. 0 0 10 : 4 5 2 0. 3 6 0. 2 4 N/ A 0. 1 1 8 1 0. 9 8 5 8 88 7 . 2 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 87 5 . 3 2 65 5 2 . 0 0 27 3 . 0 0 26 2 7 . 8 8 0. 4 0 0. 0 0 0. 0 0 11 : 0 0 2 0. 3 6 0. 2 4 N/ A 0. 1 2 1 6 1. 0 1 5 4 91 3 . 8 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 90 1 . 8 9 65 5 2 . 0 0 27 3 . 0 0 32 5 6 . 7 7 0. 5 0 0. 0 0 0. 0 0 11 : 1 5 1. 9 0. 3 4 0. 2 3 N/ A 0. 1 0 7 2 0. 8 9 4 6 80 5 . 1 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 79 3 . 2 3 65 5 2 . 0 0 27 3 . 0 0 37 7 7 . 0 0 0. 5 8 0. 0 0 0. 0 0 11 : 3 0 1. 9 0. 3 4 0. 2 3 N/ A 0. 1 1 0 6 0. 9 2 3 5 83 1 . 1 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 81 9 . 2 4 65 5 2 . 0 0 27 3 . 0 0 43 2 3 . 2 4 0. 6 6 0. 0 0 0. 0 0 11 : 4 5 1. 7 0. 3 1 0. 2 3 N/ A 0. 0 7 8 1 0. 6 5 2 2 58 6 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 57 5 . 0 5 65 5 2 . 0 0 27 3 . 0 0 46 2 5 . 2 9 0. 7 1 0. 0 0 0. 0 0 12 : 0 0 1. 8 0. 3 2 0. 2 2 N/ A 0. 0 9 9 5 0. 8 3 0 4 74 7 . 3 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 73 5 . 4 4 65 5 2 . 0 0 27 3 . 0 0 50 8 7 . 7 3 0. 7 8 0. 0 0 0. 0 0 12 : 1 5 2. 5 0. 4 5 0. 2 2 N/ A 0. 2 2 8 5 1. 9 0 8 0 17 1 7 . 1 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 17 0 5 . 2 6 65 5 2 . 0 0 27 3 . 0 0 65 2 0 . 0 0 1. 0 0 0. 0 0 0. 0 0 12 : 3 0 2. 6 0. 4 7 0. 2 2 N/ A 0. 2 4 9 8 2. 0 8 5 5 18 7 6 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 18 6 5 . 0 7 65 5 2 . 0 0 27 3 . 0 0 81 1 2 . 0 6 1. 2 4 0. 0 0 0. 0 0 12 : 4 5 2. 8 0. 5 0 0. 2 1 N/ A 0. 2 8 9 0 2. 4 1 2 7 21 7 1 . 4 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 21 5 9 . 5 3 65 5 2 . 0 0 27 3 . 0 0 99 9 8 . 6 0 1. 5 3 0. 0 0 0. 0 0 6 o f 6 13 : 0 0 2. 9 0. 5 2 0. 2 1 N/ A 0. 3 1 0 2 2. 5 8 9 6 23 3 0 . 6 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 23 1 8 . 7 5 65 5 2 . 0 0 27 3 . 0 0 12 0 4 4 . 3 5 1. 8 4 0. 0 0 0. 0 0 13 : 1 5 3. 4 0. 6 1 0. 2 1 N/ A 0. 4 0 3 2 3. 3 6 6 0 30 2 9 . 3 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 1 7 . 4 7 65 5 2 . 0 0 27 3 . 0 0 14 7 8 8 . 8 2 2. 2 6 0. 0 0 0. 0 0 13 : 3 0 3. 4 0. 6 1 0. 2 0 N/ A 0. 4 0 6 3 3. 3 9 2 3 30 5 3 . 0 5 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 30 4 1 . 1 3 65 5 2 . 0 0 27 3 . 0 0 17 5 5 6 . 9 4 2. 6 8 0. 0 0 0. 0 0 13 : 4 5 2. 3 0. 4 1 0. 2 0 N/ A 0. 2 1 1 9 1. 7 6 8 8 15 9 1 . 9 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 7 9 . 9 9 65 5 2 . 0 0 27 3 . 0 0 18 8 6 3 . 9 3 2. 8 8 0. 0 0 0. 0 0 14 : 0 0 2. 3 0. 4 1 0. 2 0 N/ A 0. 2 1 4 9 1. 7 9 4 4 16 1 4 . 9 4 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 16 0 3 . 0 2 65 5 2 . 0 0 27 3 . 0 0 20 1 9 3 . 9 5 3. 0 8 0. 0 0 0. 0 0 14 : 1 5 2. 7 0. 4 8 0. 2 0 N/ A 0. 2 8 9 8 2. 4 1 9 4 21 7 7 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 21 6 5 . 5 6 65 5 2 . 0 0 27 3 . 0 0 22 0 8 6 . 5 1 3. 3 7 0. 0 0 0. 0 0 14 : 3 0 2. 6 0. 4 7 0. 1 9 N/ A 0. 2 7 4 8 2. 2 9 4 4 20 6 4 . 9 3 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 20 5 3 . 0 0 65 5 2 . 0 0 27 3 . 0 0 23 8 6 6 . 5 1 3. 6 4 0. 0 0 0. 0 0 14 : 4 5 2. 6 0. 4 7 0. 1 9 N/ A 0. 2 7 7 7 2. 3 1 8 9 20 8 7 . 0 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 20 7 5 . 0 9 65 5 2 . 0 0 27 3 . 0 0 25 6 6 8 . 6 0 3. 9 2 0. 0 0 0. 0 0 15 : 0 0 2. 5 0. 4 5 0. 1 9 N/ A 0. 2 6 2 7 2. 1 9 3 1 19 7 3 . 8 1 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 19 6 1 . 8 9 65 5 2 . 0 0 27 3 . 0 0 27 3 5 7 . 4 9 4. 1 8 0. 0 0 0. 0 0 15 : 1 5 2. 4 0. 4 3 0. 1 8 N/ A 0. 2 4 7 6 2. 0 6 7 0 18 6 0 . 2 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 18 4 8 . 3 6 65 5 2 . 0 0 27 3 . 0 0 28 9 3 2 . 8 4 4. 4 2 0. 0 0 0. 0 0 15 : 3 0 2. 3 0. 4 1 0. 1 8 N/ A 0. 2 3 2 4 1. 9 4 0 5 17 4 6 . 4 2 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 17 3 4 . 5 0 65 5 2 . 0 0 27 3 . 0 0 30 3 9 4 . 3 4 4. 6 4 0. 0 0 0. 0 0 15 : 4 5 1. 9 0. 3 4 0. 1 8 N/ A 0. 1 6 3 3 1. 3 6 3 7 12 2 7 . 3 6 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 1 5 . 4 4 65 5 2 . 0 0 27 3 . 0 0 31 3 3 6 . 7 8 4. 7 8 0. 0 0 0. 0 0 16 : 0 0 1. 9 0. 3 4 0. 1 8 N/ A 0. 1 6 6 1 1. 3 8 6 4 12 4 7 . 7 7 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 12 3 5 . 8 4 65 5 2 . 0 0 27 3 . 0 0 32 2 9 9 . 6 2 4. 9 3 0. 0 0 0. 0 0 PE A K 16 : 1 5 0. 4 0. 0 7 0. 1 7 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 42 . 0 6 65 5 2 . 0 0 27 3 . 0 0 32 0 6 8 . 6 8 4. 8 9 0. 0 0 0. 0 0 16 : 3 0 0. 4 0. 0 7 0. 1 7 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 42 . 0 6 65 5 2 . 0 0 27 3 . 0 0 31 8 3 7 . 7 4 4. 8 6 0. 0 0 0. 0 0 16 : 4 5 0. 3 0. 0 5 0. 1 7 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 31 5 9 3 . 3 0 4. 8 2 0. 0 0 0. 0 0 17 : 0 0 0. 3 0. 0 5 0. 1 6 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 31 3 4 8 . 8 6 4. 7 8 0. 0 0 0. 0 0 17 : 1 5 0. 5 0. 0 9 0. 1 6 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 27 3 . 0 0 31 1 3 1 . 4 2 4. 7 5 0. 0 0 0. 0 0 17 : 3 0 0. 5 0. 0 9 0. 1 6 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 27 3 . 0 0 30 9 1 3 . 9 7 4. 7 2 0. 0 0 0. 0 0 17 : 4 5 0. 5 0. 0 9 0. 1 6 0. 0 8 0. 0 0 9 0 0. 0 7 5 0 67 . 4 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 55 . 5 5 65 5 2 . 0 0 27 3 . 0 0 30 6 9 6 . 5 3 4. 6 9 0. 0 0 0. 0 0 18 : 0 0 0. 4 0. 0 7 0. 1 6 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 42 . 0 6 65 5 2 . 0 0 27 3 . 0 0 30 4 6 5 . 5 9 4. 6 5 0. 0 0 0. 0 0 18 : 1 5 0. 4 0. 0 7 0. 1 5 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 42 . 0 6 65 5 2 . 0 0 27 3 . 0 0 30 2 3 4 . 6 4 4. 6 1 0. 0 0 0. 0 0 18 : 3 0 0. 4 0. 0 7 0. 1 5 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 42 . 0 6 65 5 2 . 0 0 27 3 . 0 0 30 0 0 3 . 7 0 4. 5 8 0. 0 0 0. 0 0 18 : 4 5 0. 3 0. 0 5 0. 1 5 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 29 7 5 9 . 2 7 4. 5 4 0. 0 0 0. 0 0 19 : 0 0 0. 2 0. 0 4 0. 1 5 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 29 5 0 1 . 3 3 4. 5 0 0. 0 0 0. 0 0 19 : 1 5 0. 3 0. 0 5 0. 1 4 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 29 2 5 6 . 9 0 4. 4 7 0. 0 0 0. 0 0 19 : 3 0 0. 4 0. 0 7 0. 1 4 0. 0 6 0. 0 0 7 2 0. 0 6 0 0 53 . 9 8 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 42 . 0 6 65 5 2 . 0 0 27 3 . 0 0 29 0 2 5 . 9 6 4. 4 3 0. 0 0 0. 0 0 19 : 4 5 0. 3 0. 0 5 0. 1 4 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 28 7 8 1 . 5 2 4. 3 9 0. 0 0 0. 0 0 20 : 0 0 0. 2 0. 0 4 0. 1 4 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 28 5 2 3 . 5 9 4. 3 5 0. 0 0 0. 0 0 20 : 1 5 0. 3 0. 0 5 0. 1 4 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 28 2 7 9 . 1 5 4. 3 2 0. 0 0 0. 0 0 20 : 3 0 0. 3 0. 0 5 0. 1 4 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 28 0 3 4 . 7 1 4. 2 8 0. 0 0 0. 0 0 20 : 4 5 0. 3 0. 0 5 0. 1 3 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 27 7 9 0 . 2 8 4. 2 4 0. 0 0 0. 0 0 21 : 0 0 0. 2 0. 0 4 0. 1 3 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 27 5 3 2 . 3 5 4. 2 0 0. 0 0 0. 0 0 21 : 1 5 0. 3 0. 0 5 0. 1 3 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 27 2 8 7 . 9 1 4. 1 6 0. 0 0 0. 0 0 21 : 3 0 0. 2 0. 0 4 0. 1 3 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 27 0 2 9 . 9 8 4. 1 3 0. 0 0 0. 0 0 21 : 4 5 0. 3 0. 0 5 0. 1 3 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 26 7 8 5 . 5 4 4. 0 9 0. 0 0 0. 0 0 22 : 0 0 0. 2 0. 0 4 0. 1 3 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 26 5 2 7 . 6 1 4. 0 5 0. 0 0 0. 0 0 22 : 1 5 0. 3 0. 0 5 0. 1 2 0. 0 5 0. 0 0 5 4 0. 0 4 5 0 40 . 4 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 28 . 5 6 65 5 2 . 0 0 27 3 . 0 0 26 2 8 3 . 1 7 4. 0 1 0. 0 0 0. 0 0 22 : 3 0 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 26 0 2 5 . 2 4 3. 9 7 0. 0 0 0. 0 0 22 : 4 5 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 25 7 6 7 . 3 1 3. 9 3 0. 0 0 0. 0 0 23 : 0 0 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 25 5 0 9 . 3 8 3. 8 9 0. 0 0 0. 0 0 23 : 1 5 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 25 2 5 1 . 4 4 3. 8 5 0. 0 0 0. 0 0 23 : 3 0 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 24 9 9 3 . 5 1 3. 8 1 0. 0 0 0. 0 0 23 : 4 5 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 24 7 3 5 . 5 8 3. 7 8 0. 0 0 0. 0 0 24 : 0 0 0. 2 0. 0 4 0. 1 2 0. 0 3 0. 0 0 3 6 0. 0 3 0 0 26 . 9 9 0. 0 0 28 6 . 1 4 11 . 9 2 36 1 . 2 8 20 . 0 0 15 . 0 7 65 5 2 . 0 0 27 3 . 0 0 24 4 7 7 . 6 5 3. 7 4 0. 0 0 0. 0 0 0 0. 0 0 0. 1 2 0. 0 0 0. 0 0 0 0 0. 0 0 0 0 0. 0 0 0. 0 0 28 6 . 1 4 11 . 9 2 34 9 . 3 6 19 . 0 5 0. 0 0 65 5 2 . 0 0 27 3 . 0 0 24 2 0 4 . 6 5 3. 6 9 0. 0 0 0. 0 0 To t a l v o l u m e ( c f ) 45 2 4 5 . 2 5 To t a l O v e r f l o w ( c f ) 0. 0 0 University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX C.2 DRAWDOWN TIME CALCULATION 12 / 7 / 2 0 2 2 UN I V E R S I T Y P A R K DR A W - D O W N T I M E C H E C K DR A W - D O W N T I M E BA S I N To t a l D e a d St o r a g e Vo l u m e In f i l t r a t i o n Ra t e In f i l i t r a t i o n Sa f e t y F a c t o r De s i g n I n f i l t r a t i o n Ra t e ( P de s i g n ) De s i g n I n f i l t r a t i o n Ra t e U s e d To t a l A r e a To t a l In f i l t r a t i o n Dr a w - D o w n Ti m e - (f t 3) (i n / h r ) - ( i n / h r ) ( i n / h r ) ( s f ) ( c f s ) ( h r s ) A 26 , 2 4 7 6. 0 0 3 2. 0 0 2. 0 0 4, 7 9 5 0. 2 2 2 32 . 8 4 B 12 , 1 6 3 6. 0 0 3 2. 0 0 2. 0 0 6, 0 0 0 0. 2 7 8 12 . 1 6 C 24 , 2 0 5 6. 0 0 3 2. 0 0 2. 0 0 6, 5 5 2 0. 3 0 3 22 . 1 7 DR A W D O W N CH E C K GO O D University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX C.3 EXCERPT FROM NORTH SPHERE DRAINAGE MASTER PLAN, OCTOBER 2007 VN City of Palm Desert North Sphere Drainage Master PIan COW .xr,c ? 10. CAPITAL IMPROVEMENT PROGRAM FUNDING OPTIONS The City currently receives funding for capital improvements including some storm drainage facilities within the North Sphere Study Area through three financing district programs in place at this writing and existing City drainage fees. The existing assessment and community facilities districts are authorized to fund drainage facilities but do not include any of the the proposed capital improvements. Assessment districts and community facilities districts are typically used to finance the type of facilities included in the North Sphere Drainage Master Plan. However, the developing properties in the Study Area have already obligated their properties for the payment of assessments and special taxes to fund capital improvements. Unless the owners of the developed properties authorize additional assessments or the qualified electors authorize additional special taxes, there is not capacity to flood the proposed capital improvements using an assessment district or community facilities district. See Figure 4, Drainage Fee Tone Map and Figure 5, Existing Assessment and Community Facility District Map. These are: • Benefit Assessment District No. I • Community Facilities District No. 2005-1, and ■ Section 29 Assessment District No. 2004-02 • Existing City Drainage Fees An evaluation of the North Sphere's existing drainage assessments and fees is presented in the following: 10.1 Evaluation of Existing City Drainage Assessment Programs • Benefit Assessment District No. I The City Benefit Assessment District No. 1 ("Benefit Assessment District") was established pursuant to the Benefit Assessment Act of 1982 and in compliance with procedural requirements of Article X21D of the State Constitution. The Benefit Assessment District was formed for the purpose of authorizing the levy of annual assessments commencing with FY 2007/08 on parcels of land within the subdivisions known as Parcel Map No. 24255 (Monterey 170) I Assessment District 2004-02 (Section 29). The Benefit Assessment DIstrict encompasses approximately 528 acres generally located north of Gerald Ford 54 City of Palm Desert North Sphere Drainage Master Plan Drive, southwest of 1-10, west of Portola Avenue and east of Monterey Avenue, The amounts collected from the annual levy of assessments are to be used to fund the costs and expenses to operate, maintain and service drainage basin improvements, facilities and expansions associated with properties in the Benefit Assessment District. Authorized services are generally described as drainage basin maintenance that may include but is not limited to inspection, repair, removal and replacement, and servicing of drainage basins, inlets, catch basins, manholes, outlets, drywells, pumps, filters and storm drain pipes installed in connection with the development of benefiting properties as well as any off -site improvements and facilities directly associated with the infrastructure that is deemed necessary to service or protect the properties; and includes all appurtenant, equipment, materials and service contracts related to the operation, maintenance and servicing of the improvement and facilities. Drainage basin maintenance may include, but is not limited to grading of access perimeter roads, repair of erosion of slopes to access roads, debris clearance, anchormat repairs, dust control through the application of soil stabilization agents, weed abatement, mosquito and vector control, storm drain inlets and outlets, pumps filters and pipes. The maintenance program may include but is not limited to inspection and documentation of the system, cleaning, servicing or repair of the facilities and equipment, and partial removal, replacement or rehabilitation of equipment and facilities. It is anticipated that a portion of the services might not be performed on an annual basis but as a result of an extraordinary event. Moneys collected each year for these extraordinary services will be accumulated in a special fund designated as the "Reserve Fund" and are to be spent as needed. Each parcel's proportional special benefit is determined based on the parcel's gross acreage as compared to the acreage of other parcels in the Benefit Assessment District. Exempt parcels that were determined to receive no special benefit from the authorized operations, maintenance and services are not assessed. Exempt parcels include: 4 Lots or parcels identified as public streets and other roadways; 55 City of Palm Desert North Sphere Drainage Master Plan Dedicated public easements including open space areas, utility rights -of - way, greenbelts, parkways, parks, or other publicly owned properties that are part of the improvements or may provide other benefits to private properties in the Benefit Assessment District; • Private properties that cannot be developed independently from a adjacent property, such as common areas, sliver parcels or bifurcated lots or properties with very restrictive development use; and ■ ParceIs owned by the school district, CVWD and private developers that will not be assessed as part of the Benefit Assessment District because the runoff generated by these properties will be captured and retained through the construction and grading of the sites. Government owned properties or public properties are not necessarily exempt properties and shall be subject to special benefit assessments unless it qualifies for an exemption status. The maximum assessment rate is equal to the initial maximum assessment rate established as $379.75 per gross acre for FY 2007/08 adjusted annually by the greater of three percent or the annual percentage change in the Consumer Price Index of All Urban Consumers for the Los Angeles -Orange -Riverside Area. Table I0-1 Benefit Assessment District No. I Budget for FY 2007/08 Direct Costs Labor and Maintenance $ 80,000 Materials 85,000 Utilities 1,500 Administration City Administrative Overhead S 11,200 Professional Fees fo r Administrati on 5,000 County Administrative Fees 1,000 Reserve Fund (10% of Direct Costs) S 16000 Balance to Levy $200,000 Parcels Levied 273 Total Gross Acres 528 FY 2007-08 Mazlmum Assessment Rate. per Gross Acre S 379.73 56 City of Palm Desert North Sphere Drainage Master Plan Based on a typical density of five dwelling units per acre, the maximum assessment of FY 2007/08 is about $76 per residence. MuniFinancial has prepared the budget and proposed assessment levy for the Benefit Assessment District for FY 2007/08. The amount to be levied is 50% of the maximum assessment for a total of $100,000 or $157.87 per gross acre. Recommendation: The City should condition all new development in the North Sphere to annex into the Benefit Assessment District or form a similar district. • Community Facilities District No. 2005-1 City Community Facilities District No. 2005-1 (University Park) (the "Community Facilities District") was formed pursuant to the Mello -Roos Community Facilities District Act of 1982 to authorize the levy of a special tax and the issuance of bonds to fund the acquisition and construction of facilities. The principal amount of bonds authorized to be issued is $70,000,000. The boundaries of the Community Facilities District are composed on one contiguous area, which is generally north of Frank Sinatra Drive, south of Gerald Ford Drive, west of Cook Street and east of Portola Avenue, The Community Facilities District is divided into five zones; Zones A through D are being developed as commercial and mixed use properties and Zone E is being developed as residential property. The facilities that the Community Facilities District is authorized to finance include a pedestrian bridge, traffic signals, landscaping, street improvements, well site improvements and land acquisition, water improvements, storm drain improvements, utility improvements, public art improvements and park site land acquisition, together with appurtenances and appurtenant work. The storm drain improvements include: ➢ Pacific Avenue. Catch basins and interim -condition retention basins on the east and west sides of Pacific Avenue, adjacent to Gerald Ford Drive; College Drive: Catch basins and interim -condition retention basins on the southwest corner of College Drive and University Park Drive west intersection, catch basins on the east and west sides of the intersection 57 City of Palm Desert North Sphere Drainage Master Plan with Technology Drive and a permanent retention basin along Technology Drive, and a catch basin and interim -condition retention basin on the east side of College Drive south of the east intersection with University Park: Drive; ➢ University Park Drive: Catch basins on the east and west sides of University Park Drive at the west intersection with College Drive and an interim -condition retention basin in the southwestern corner of the intersection, catch basins on the north and south sides of University Park Drive and an interim -condition retention basin in the northwestern quadrant of the east intersection of College Drive and University Park Drive, and as indicated above a catch basin and interim -condition retention basin on the south side of University Park Drive, west of Cook Street; ➢ Technology Drive: Catch basins on the east and west sides of Technology Drive and an interim -condition retention basin west of Technology Drive and south of Gerald Ford Drive; Gerald Ford Drive: Catch basins and interim -condition retention basin between Pacific Avenue and Technology Drive on the south side of Gerald Ford Drive, as indicated above, catch basin and interim - condition retention basin on the south side of Gerald Ford Drive west of Pacific Avenue, and as indicated above, catch basin and interim - condition retention basin west of Technology Drive, i� Cook Street: As indicated above, catch basin and interim -condition retention south of University Park Drive, west of side of cook Street; and in -tract storm drains. The following Table 10-2 summarizes the estimated costs of the facilities presented in the Community Facilities District Report dated December 8, 2005. Although the list of authorized facilities includes an extensive list of basin and storm drain improvements, the cost estimate only includes $237,000 for drainage fees. The required retention basins and storm drain improvements will be constructed as properties are being developed. All of the properties in the Community Facilities District are conditioned to provide retention basins and storm drain improvements which will retain storm water on the properties. W. City- of Palm Desert North Sphere Drainage Master Plan Table 10-2 City of Palm Desert Community Facilities District No. 2005-1 (University Park) Estimated Costs Facilities Estimated Costs Street improvements and Grading S 9,667,740 Sewer Improvements 598,937 Water Improvements 3,730,529 Traffic Signals 977,805 Park Site Acquisition and Improvements 7,416,000 Utilities 1,191,010 Cook Street Pedestrian Bridge 1,504,315 Landscaping Cost 11,534,118 Fringed Toed Lizard Fee 142,200 Public Works —Drainage Fee 231,000 Public Works — Signal Fee 3,149,523 Coachella Valley Water District 8,197,668 TUMF Fee 837,135 Art in Public Places Fee 526,500 In -bract Sewer and Water Facilities 5,265.000 In -tract Streets 2,740,500 Commercial Sewer & Water Improvements 1,356,520 Parks 1,500.01 Total Public Fees and Improvements 57.775.b: Incidental Costs, Capital izcd interest and Reserve Fund 12,224,373 Authorized Principal Amount of Bonds $ 70,000,000 The rate and method of apportionment of the special tax, which establishes the special tax to be levied on properties in the Community Facilities District provides that the maximum annual special tax for the commercial and mixed use properties in Zones A through D is: $21,000 per acre for Zone A, $27,000 per acre for Zone B. $27,000 per acre for Zone C and $23,000 per acre for Zone D. The assigned special tax for developed residential property in Zone E is determined based on the land use class and the residential floor area as summarized in the following Table 10-3. 59 City of Palm Desert North Sphere Drainage Master Plan Table 10-3 City of Palm Desert Community Facilities District No. 2005-1 (University Park) Assigned Special Tax for Developed Property With Zone E Land Use Class Residential Floor Area Assi aed Special Tax Sin le Family Paerty Greater than 2,300 s . ft. S1.44 per s u= foot Sin le Fatrdly Pro a 2,300 s . ft, to 1,725 sq. ft. $1.67 per s uam foot Single Family Propeqy Less than 1,725 sq, ft. $1.38 per square foot -Multifamily Property Not Applicable $1.50 per square foot Non Residential Property Not Applicable $28,004 er acre In 2006, the Community Facilities District issued $50,000,000 of its Special Tax Bonds, Series 2006A. The Community Facilities District also has issued $17,915,000 in May 2006 of its Special Tax Bonds, Series 2007, The Community Facilities District is authorized to issue additional parity bonds in a principal amount of up to $2,085,000. Net bond proceeds from the 2006 bonds and the 2007 bonds are to be used to fund the acquisition and construction of the authorized public improvements. • Section 29 Assessment District No. 2004-02 City Section 29 Assessment District No. 2004-02 (the "Assessment District') was established pursuant to the Municipal improvement Act of 1913 to authorize the acquisition and construction of public improvements. The improvements consist of streets, sewers, storm drains, water lines, drainage basins, relocation of utilities and acquisition of necessary rights -of -way or property. The Engineer's Report states that storm drainage improvements are required so that increased runoff from the developed properties does not negatively affect downstream properties. The drainage system will generally be constructed in existing or proposed streets. The storm drains will outlet into an existing drainage basin at the northeasterly portion of the Assessment District. The basin will retain the storm flows so that storm water on the properties does not negatively affect downstream properties. At the time the Assessment District was formed, the existing drainage basin was privately owned. The City acquired the existing basin, deepened the basin to increase storm runoff capacity and stabilized the sidewalls from}. erosion. The acquisition and improvement of the basin and the construction of storm .0 City of Palm Desert North Sphere Drainage Master PIan drains was required so that the properties in the Assessment District could develop. The source of funds to finance the acquisition and construction of the authorized improvements include a City contribution, funds collected from payment of a portion of the amounts assessed and bonds secured with the unpaid assessments. Bonds in the amount of the unpaid assessments are authorized to be issued pursuant to the Improvement Bond Act of 1915. The Engineer's Report for the Assessment District states that the storm drains are required to protect both the properties to be developed as well as downstream properties. and that the residential units or other developments in the Assessment District could not be constructed on the properties without the storm drains and basin. The estimated costs were assessed to the benefiting properties based on the number of residential units or equivalent residential units to be developed on each property. Some properties in the Assessment District were not assessed for storm drain improvements because on -site retention basins that will contain all incremental runoff on the properties had been constructed or are required to be constructed as a condition of development of the properties. The following Table 10-4 surrunarizes the estimated costs for the Assessment District. The estimated construction cost for storm drain improvements and acquisition and improvement of the basin is $6,262,770 or about 26.7% of the total estimated construction cost excluding incidental costs. The incidental costs are the costs associated with issuance of the bonds. 61 City of Palm Desert North Sphere Drainage Master Plan Table 10-4 City of Palm Desert Section 29 Assessment District No. 2004-02 Estimated Costs Construction Costs Street Improvements $ 9,220,690 Sewer Improvements 1,628,384 Storm Drain Improvements and Basin Land Cost 6,262,770 Water Improvements 1,937.397 Impact Fees 1,718,309 Contingency 2,731 826 Total $ 23,499,375 Engineering, Construction Administration, Right of way Incidentals 8,767,246 Costs of Issuance 557,000 Capitalized Interest, Reserve Fund and Discount 6A68.321 Total Project Costs, Capitalized Interest, Reserve Fund and Discount S 39,291,943 Less General Benefit Less City Contribution Total Assessment Amount (123,821) (713,246) &A&IX5 In April 2007, the City issued $29,430,000 of Limited Obligation Improvement Bonds, Series 2007 secured by unpaid assessments levied on parcels in the Assessment District. The net bond proceeds plus cash payments of assessments and other funds will be used to acquire and construct public improvements, including storm drain improvements. Storm drain improvements to be funded with proceeds of the bonds are described as: • Storm drains are required so that increased runoff from the developed properties does not negatively affect downstream properties. The storm drains will generally be constructed in the existing or proposed streets. The storm drains will outlet into an existing drainage basin at the northeasterly portion of the Assessment District. This basin will retain the storm flows so that it does not negatively affect downstream properties. • ►a City of Palm Desert North Sphere Drainage Master Plan The drainage basin is privately held and will need to be acquired to allow certain of the properties to develop. The basin will also need to be deepened to increase storm runoff capacity and the sidewalls will need to be stabilized from erosion. The City has entered into the purchase agreement providing for the acquisition of the drainage basin and has formed a maintenance district, Benefit Assessment District No. 1, to provide for the maintenance of the basin. The City has or will contract for construction of a portion of the improvements. Construction of some of the improvements is being performed by property owners and is underway. The City plans to acquire the eligible improvements which the property owners are constructed under the terms of certain acquisition agreements between the City and the property owners. In addition, the City has entered into a purchase and sale agreement and escrow instructions to acquire the existing retention basin. The property owners are proceeding to develop the property in the Assessment District in accordance with the approved planned uses for mixed - use development including commercial, multifamily residential and single family residential. Construction of a Lowe's Home Improvement Center is complete. Construction of an apartment complex and single family residential units is underway. One parcel consisting of 19.16 acres has been sold to the Palm Springs Unified School District which plans to develop a school on the site. 10.2 Evaluation of Existing City Drainage Fees The above analysis was developed from reports and bond official statements for the Benefit Assessment District, Assessment District and Community Facilities District. The three districts have been formed to fund maintenance of storm drains and retention basins, and acquisition and construction of drainage improvements and other public improvements to facilitate development of most of the property in the North Sphere. Drainage fees are an eligible cost to be funded in the Assessment District and Community Facilities District. The list of eligible facilities to be funded is greater than the available bond proceeds so it is possible that the drainage fees were not funded. if the drainage fees have not been funded in the Assessment District or Community Facilities District, then the property owner should be 63 City of Palm Desert North Sphere Drainage Master Plan required to pay the fees prior to recording the final tract map or parcel map. If the property owner constructed master plan drainage facilities which were identified in the study used to calculate the drainage fee, then the property owner may request a fee credit. VA does not have enough information to know if drainage fees have been paid, funded in the Assessment District or Community Facilities District or remain to be paid, or if any of the property owners are eligible for a drainage fee credit. Development of the property is proceeding within the Assessment District and Community Facilities District. Some tract/parcel maps have been recorded and other properties have approved tentative tract/parcel maps. It is our understanding that: (i) golf course properties have been conditioned to retain storm water onsite based on a 100 year storm event; (ii) other residential and commercial properties are required to retain onsite the differential runoff based on a 25 year storm event; and (iii) no conditions have been imposed on developing properties to participate in funding offsite drainage facilities. 10.3 Evaluation of Funding Options • Current Offsite Drainage Fees The City has established an off -site drainage fee of $4,000 per acre for land in areas of the City designated as Zone 1, $1,500 in areas designated as Zone 2 and $1,000 in areas designated as Zone 3. Zone 2 and 3 are in the NSDW area. Zone 2 is the portion of the North Sphere located south of the Palm Springs Ridge Line. Zone 3 is the portion of the North Sphere located north of the Palm Springs Ridge Line and south of I-10. The off -site drainage fees are collected prior to approval of the final map in the case of land being subdivided, or prior to issuance of a building permit in the case of construction on or improvement of subdivided land. The total area in the North Sphere is approximately 5,000 acres. Excluding streets, the total area of undeveloped land within the North Sphere in Zone 2 is 75 acres and 987.1 acres in Zone 3. The estimated off -site drainage fees to be collected from undeveloped land are $112,500 in Zone 2 and $987,100 in Zone 3. Allocation of Capital Costs for Recommended Improvements 64 City of Palm Desert North Sphere Drainage Master Plan The capital cost for recommended improvements in Zone 2 is $17,817,022. The total area of developed and undeveloped land excluding streets is 1,647.3 acres. If the capital costs are allocated based on the area of land in the zone, then the drainage fee will be $10,815.89 per acre. The allocated cost of the recommended improvements for Zone 2 is $17,005,291 for developed properties and $811,192 for undeveloped properties. The capital cost for recommended improvements in Zone 3 is $36,709,291. The total area of developed and undeveloped land excluding streets in Zone 3 is 2,947.4 acres. If the capital costs are allocated based on the area of land in the zone, then the drainage fee will be $12,454.80 per acre. The allocated cost of the recommended improvements for Zone 3 is $24,415,153 for developed properties and $12,294,138 for undeveloped properties. Table 10-5 on the following page, summarizes the Allocation of Capital Improvements Costs. Table 10-6 summaries existing Off -Site Drainage Fee and new Off -Site Drainage Fees needed to provide the proposed capital improvement costs. • Current City and Regional Drainage Conditions on Development The existing City ordinance requires new development to retain the differential runoff from pre -development to post -development based on a 25-year storm event. The CV WD requires that new developments retain all runoff on -site based on the 100-year storm event as a condition for irrigation of golf courses and landscaping. The majority of developments in the North Sphere are golf course oriented developments. New developments in the North Sphere are being designed to retain all runoff on -site based on a 100-year storm event. The recommended storm drains and retention basins have been designed to accommodate flows from streets and existing developments that were designed to retain differential flows from a 25-year storm event but do not have facilities to accommodate runoff from a 100-year storm event. 65 City of Palm Desert North Sphere Drainage Master Plan Most of the properties which are developing in the North Sphere have been included in Assessment Districts and Community Facilities Districts which are authorized to levy special assessment and special taxes to pay debt service on bonds issued to fund public improvements including storm drains and retention basins. ■ Drainage Improvement Funding Options The allocation of recommended drainage improvement costs to developing properties in the study area either through drainage fees or as a condition of development does not seem to be appropriate because the properties that M. S�pp7!7! ar c. "6 r, A. u O bU F a oa'o o tn v`fii v� G o 0 kn � F � A. u oo vz � R• � o N A Q M � F lu N "7. O C fl C "p 41 0 O e •L C d V c.6 Ln � n to ip V M a d b 96 N pi O G. ea r n _ � Q c a w' en n •� y vni i^i r+z rn N fe, v Ct.' C e d �` 17 ena. a V [� 00 t� 00 00 r- eQ Vl O C6 04 � � d X b ON m ae ^ a N pV't a a O� A Q d b w G 9 O a v top u -- �r k � � _ « a 7 � A ; / \ 0 - 2 � 06 2 ■ ; r � \ � q 3 2 9 ON § as J 2 2 741 0 Q § E ) al U ■ 7 \ / % ® § � = a CiL / l \ w / � . ; ok 2 ■ ■ 2 , / � � ? S C 2 / $ / FA c & _ b2 l � � & G s ■ CL \Q § 2 = 2 % c: k k � B s £ U4 _§ \ a « 2 c m k 2 � ViN City of Palm Desert North Sphere Drainage Master Plan are developing have or will meet the requirement to retain water on site and will also be incurring substantial annual costs for assessments and special taxes to fund the acquisition, construction and maintenance costs of the basins and storm drain improvement required to retain storm runoff on the properties within the special districts which do not include the proposed Master Plan drainage improvements. Redevelopment Agency funds utilized for a pay-as-you-go CIP or to cover bonded indebtedness payments, through the potential issuance of general obligation bonds or revenue bonds should the City be able to set up a drainage utility could potentially be a source of funding for the ClP projects identified in the drainage study. Additionally federal grants and/or State loans through the infrastructure Bank could also be an appropriate source of funds to finance the recommended drainage system improvements as well. These optional sources are discussed below: (I) Redevelopment Agency (RDA) Funding Use of RDA funds for a pay-as-you-go program to fund sequential improvements under the proposed GIP could be considered subject to the adequacy and availability of tax incremental revenues allocated to the RDA to fund drainage improvements. (2) General Obligation (GO) Bonds Consideration could be given to issuance of Drainage System general obligation bonds to finance the NSDMP program over a 20 to 30 year period. A potential source for bond payments could be RDA funds. The amount of the bond issue would be dependent upon the capital expenditures anticipated in the bond issue and the availability of RDA finds. Two-thirds voter approval would be required for authorization of GO Bonds. (3) Establishment of a Drainage System Utility Consideration could be given to establishing a North Sphere Area Drainage System Utility including existing developed properties. This would require compliance with the provisions of Proposition 218, requiring a 2/3 voter approval of registered voters to authorize special tax the utility. A majority vote of property owners is required to authorize the levy of a special assessment or of a property related drainage fee. City of Palm Desert North Sphere Drainage Master Plan Once a Drainage System Utility is established, funding for improvements could potentially be developed, through a pay-as-you- go or the issuance of a Revenue Bond issue utilizing enterprise funds from designated drainage utility fund sources. (4) Grant & Loan Programs ■ Federal Earmarks The City may wish to consider developing a long-range program to obtain federal finding "Earmarks" to provide supplemental funding for its NSDMP CIP. The potential exists to obtain these federal funding "earmarks" through programs such as the following: ➢ Environmental Protection Agency's State & Tribal Assistance Grant Program (STAG) ➢ ACOE Section 219 Environmental infrastructure Program ➢ ACDE Section 205 Small Flood Control Program r ACOE Section 206 Aquatic Restoration Program ➢ Housing & Urban Development (HUD) Economic Development Initiative Program In recent years several Southern California cities have been successful in obtaining federal assistance through the EPA, STAG and ACDE programs with grants ranging from $100,000 to as much as $2,000,000 per year. These grants are not competitive but rather require working with the City's local congressional representative and the State's Senate delegation to have the City's specific programs or projects written into federal law. As an example, the following are typical steps entailed in developing and implementing a federal grant program: Initial Steps ➢ Establish the Program Team ➢ Determine Program Project Requirements A Form an Effective Grant Team (Political -Technical- Administrative) ➢ Establish a Clear Multi -Year Program Focus 70 City of Palm Desert North Sphere Drainage Master Plan Develop the Grant Program ➢ Prepare Program Project Descriptions )- Determine "Talking Points" Select a Potential Funding Program Initial Legislative Briefings ➢ Retain a Legislative Advocacy Firm — DC ➢ Develop a Legislative Strategy ➢ Conduct Briefings with Legislators, Staff - Local Office Develop a Legislative Package ➢ Prepare a Program "White Paper" ➢ Draft Legislative Language for Authorization or Appropriation ➢ Set-up a "Briefing Binder" Conduct DC Briefings ➢ Establish Briefing Team ➢ Schedule DC Briefing Trip ➢ Coordinate & Follow-up with Advocacy Firm During Legislative Process Program Implementation Establish Strong Federal Agency Liaison ➢ Prepare a Work Plan Request for Funds D Scoping Process ➢ Environmental Documentation - National Environmental Policy Act (NEPA) ➢ Planning, Design or Construction Process ➢ Continued PR and Follow-up for Future Funding — Ongoing • State Programs ➢ State of California Infrastructure Bank Loan Program This State Infrastructure Bank Loan Program has fluids available through an application process, which is open on a continuous basis. These are low interest loans (--112 going bond rates) aimed at addressing infrastructure programs which are difficult to fund from other sources, such as drainage improvements, Agency responsibilities under this program are: 71 City of Palm Desert North Sphere Drainage Master Plan Prioritization of Projects Determination of Project Applicability Prepare Application Package Subnvt Application Package Dedicate a Funding Source for Repayment Provide for Compliance with the California Environmental Quality Act (CEQA) 10.4 Drainage System Funding Plan Recommendations An analysis was conducted in regard to setting up a Drainage System Financial Implementation PIan (FIP). Recommended Key Program Objectives (KPO) are set forth below for the City's consideration in developing and implementing a FIP to provide adequate funding resources for its NSDN P CIP. The following is a brief synopsis of the key program objectives: • KPO 1— Finalization of 20-Year Drainage CIP It is recommended that a working Drainage Program Committee (DPC) be formed and that the City and the consultant conduct a DPC workshop session to finalize the content and sequencing of the proposed 20-Year CIF for drainage projects in the North Sphere area. Participants in this session should include Public Works management and engineering staff as well as City administration and finance department representatives. KPO No. 2 — Funding Option Determination Based upon the determinations made in the KPO process, it is recommended that the DPC work with the consultant to focus upon a preferred funding alternative for the North Sphere drainage program. A detailed review of existing entitlements within the study area would be needed to ascertain if certain of the projects in the proposed Drainage CIP are conditioned for construction by the developers, A review of the availability of RDA funds would also be needed to determine the viability of funding either direct funding of drainage projects or allocations for bond payments to either general obligation bonds or revenue bonds should a drainage utility be viable and approved by the voters under Proposition 218 requirements. If it is determined to be viable and receives approval by the voters Drainage Utility revenue bond issues of varying amounts could be issued based upon the projected revenues available to fund a series of bonds to 72 City of Palm Desert North Sphere Drainage Master Plan cover the CIP costs over the planning period. Bond proceeds would be utilized exclusively for drainage system capital improvement projects as identified in the CIP. An evaluation of the viability of considering the formation of a City Drainage Utility should also be made through the DPC process. ■ KPO No 3 — Establishment of a Federal Grant Program Since 1995, several cities in Southern California have been the recipients of appropriated federal funds for their infrastructure programs. Funds are being utilized through the United States Environmental Protection Agency's (EPA), STAG Program as well as through the ACOE Section 219, Environmental Infrastructure Program, under the Water Resources Development Act (WRDA), to fund various drainage infrastructure improvements such as drainage conveyance facilities, retention basins, artificial wetlands, NPDES compliance, and water quality programs. Funds are available for planning, design and construction activities. EPA funds under the STAG program are allocated to provide 55% in federal funding for projects, requiring a 45% local sponsor match. These funds are disbursed on reimbursement basis following expenditures by the local sponsor. Projects funded under the ACOE Section 219 program are funded at 75% federal and 25 % local for planning and design and 50% federal and 50% local for construction projects. Other funding sources through the ACOE Continuing Authorities programs such as their Section 205, Small Flood Control Program for drainage system upgrades for flood protection as well as Section 206 Aquatic Restoration Program for development of artificial wetlands and water quality protection projects are also viable alternatives to consider. Appropriations under both EPA and ACOE programs would require specific federal "earmarks " to the City through authorizing legislation, enacted through the City's congressional delegation for both the House and Senate. Grant proposals are usually prepared in the late fall of each year for introduction in Congress in January or February of the following year. City may wish to take advantage of these types of federal programs, but should understand that they often involve a long term approach in working with the congressional delegation and may require the utilization of federal lobbyists as well. 73 City of Palm Desert North Sphere Drainage Master Plan ■ KPO No. 4 — State & Regional Grant & Loan Program Development The City should continue to evaluate the potential of obtaining State and regional grants and loans through such options as the Department of Water Resources (DWR) integrated Regional Water Management Program JRWW) focused on the distribution of Proposition 50, 84 and 1 E funds. Use of the State Infrastructure Bank Loan program should also be considered to potentially take advantage of low interest loans, which could augment RDA funding and provide match dollars for potential federal grants. Other regional programs, or cooperative projects with the CVWD when they become available for consideration and eligibility should also be considered. 74 University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX C.4 UNIVERSITY PARK HYDROLOGY STUDY, NOVEMBER 2004 HYDROLOGY STUDY UNIVERSITY PARK INTERNAL STREETS COLLEGE DRIVE, UNIVERSITY PARK DRIVE, PACIFIC AVENUE & TECHNOLOGY DRIVE PREPARED FOR: Cornerstone Developers, Inc. 5005 Calle San Raphael Palm Springs, CA 92262 PREPARED BY: RBF Consulting 74-410 Highway 111 Palm Desert, CA 92260 (760) 346-7481 CONTACT PERSON: Brad Donais JN: 20-100551 November 2004 Page 2 TABLE OF CONTENTS BACKGROUND AND PURPOSE .............................................................................3 ONSITE DRAINAGE ..................................................................................................3 OFFSITE DRAINAGE ................................................................................................3 SECONDARY OVERFLOW .....................................................................................3 CATCH BASIN SUMMARY......................................................................................4 UNIT HYDROGRAPH ......................................................................................... 5-11 x 3 Hour x 6 Hour x 24 Hour RETENTION VOLUME .................................................................................... 12-18 10 YEAR RATIONAL METHOD HYDROLOGY 100 YEAR RATIONAL METHOD HYDROLGOY STORM DRAIN ANALYSIS x CATCH BASIN SIZING ATTACHEMENTS x HYDROLOGY MAP x UNIVERISTY PARK STREET IMPROVEMENT PHASING Page 3 BACKGROUND AND PURPOSE Parcel Map 31730 is located directly east of California State University Palm Desert Campus. Bounded by Cook Street on the east, Gerald Ford Drive on the north, Frank Sinatra Drive on the south and Portola Avenue to the west, within the City of Palm Desert, California. The project site, approximately 295.6 acres, is currently vacant land. It is proposed that the proposed developed site will be subdivided into 17 parcels for residential housing, commercial, hotel, restaurant and office land uses. The major internal streets providing access to these 17 parcels are as follows: College Drive (7267 lineal feet), Pacific Avenue (3147 lineal feet), Technology Drive (1374 lineal feet) and University Park Drive (664 lineal feet). The proposed project will contain all of its drainage onsite including the internal streets. The drainage as a result of widening along the external streets (Gerald Ford Drive, Portola Avenue, Frank Sinatra Drive and Cook Street) may either be diverted to onsite drainage or directed to the existing storm drain system at the intersection of Cook and Gerald Ford. The purpose of this report is to provide final hydrology and hydraulic analysis for the internal streets using the approved Tentative Parcel Map 31370. The report shall utilize the Riverside County Flood Control and Water Conservation District Rational Method and Synthetic Unit Hydrograph (Short-cut Method). ONSITE DRAINAGE Run-off generated from the construction of the major internal streets will be directed to temporary and permanent on-site retention basins. The temporary retention basins will be incorporated into the site development plans for parcels 2, 4 and 14. The effective rainfall computation has been presented for the 100 year storm event 3, 6 and 24- hour storm. The worst case will be used to evaluate the volume required for runoff storage. Water will be contained within the streets using 8” curb and gutter, directed to catch basins. The catch basins will transport drainage from the streets into the retention basins. OFFSITE DRAINAGE As part of the overall improvements for the University Park Project the major roads on the north and east sides of this project, Gerald Ford Drive, and Cook Street, will be constructed at the same time (please see the attached exhibit). The runoff from the major roads will be routed to either low points and into retention basins that will contain the 100-year storm or to the existing storm drain catch basin located at the intersection of Cook and Gerald Ford. SECONDARY OVERFLOW The secondary overflow of storms exceeding the subsurface storage capacities will flood onsite streets. The streets will route flood waters to the northeastern portion of this project near the Page 4 intersection of Cook Street and Gerald Ford Drive. When the curbs exceed their capacity the water will flow towards Gerald Ford and Cook Street. CATCH BASIN SUMMARY Per the City of Palm Desert the catch basins and storm drain pipe system will be designed for 100-year storm event. Eight-inch curb will be used throughout the project to keep the flood waters within the top of curb for the 10-year storm event. The catch basins will be constructed using the RCFC&WCD catch basin standards. Drainage Area Street CB Station CB Opening (Ft) Type Flow Interception (cfs) Flow-by (cfs) A College Drive 40+30.00 RT 7 Sump 16.53 0 AA University Park Drive 10+74.50 RT 7 Sump 11.48 0 B Pacific Avenue 22+70.00 LT 7 Sump 8.85 0 C Pacific Avenue 22+77.00 RT 7 Sump 5.95 0 D College Drive 40+30.00 LT 7 Sump 4.63 0 DD Technology Drive 15+63.50 LT 7 Sump 5.25 0 E University Park Drive 10+65.00 LT 7 Sump 4.53 0 EE College Drive 48+26.50 RT 7 Sump 7.25 0 F University Park Drive 35+89.50 LT 7 Sump 3.66 0 FF College Drive 49+80.00 RT 7 Sump 11.33 0 G Technology Drive 13+00.00 RT 7 Flow-by 6.20 2.01 H University Park Drive 36+06.00 RT 7 Sump 11.66 0 I College Drive 63+50.00 LT 7 Sump 5.53 0 Page 5 UNIT HYDROGRAPH RETENTION VOUME RETENTION VOLUME Using the Riverside County Flood Control and Water Conservation Districts guidelines, “The 3 and 6- hour duration storms are considered representative of local thunderstorms which usually occur in the summer months, while the 24-hour storm is considered representative of the general storms which usually occur in the winter.” The following calculations will use the worst case from the 3,6 and 24-hour duration storms. Comparing the effective rain for the three storm durations revealed that the 6-hour duration controlled. The full site was broken down into multiple drainage areas. The following table shows each drainage area, the volume required for the 6-hour storm and the required basin volume with percolation. Drainage Area Drainage Area Size (Acre) 6-Hour Volume (Cu Ft) Perc. Rate (in/hr) Req’d Basin Volume (Cu Ft) Temporary Basin A – NW Quadrant Pacific & Gerald Ford B 2.60 18,154 6 5,866 Temporary Basin B – NE Quadrant Pacific & Gerald Ford C 1.35 9,426 6 3,351 Temporary Basin C – NW Quadrant College & University Park I 1.57 - 6 - H 3.41 - 6 - F 0.92 - 6 - Total 5.90 41,196 6 12,384 Permanent Basin A – NW Quadrant College & Technology FF 2.84 - 6 - EE 1.62 - 6 - Total 4.46 31,141 6 9,466 Permanent Basin B – NW Quadrant Technology & Gerald Ford DD 1.24 - 6 - Gerald Ford 5.16 - 6 - Parcel 8 6.99 - 6 - Total 13.39 93,493 6 26,890 Permanent Basin C – NW Quadrant University Park & College (1) A 4.81 - 6 - AA 3.22 - 6 - D 1.18 - 6 - E 1.26 - 6 - Total 10.47 73,105 6 (1) Underground Retention – Mid Point Technology (2) G 1.44 10,055 6 980 (2) Notes: (1) Permanent Basin designed for residential runoff of Parcel 9, low density housing. The retention basin was sized for the residential both the residential and street drainage areas. See hydrology Study for Tentative Tract Map No. 32655 for additional hydrology information on this basin. (2) Either this drainage will enter the proposed underground retention chambers or a temporary above ground basin will be constructed in the interim. This drainage will ultimately be retained on the Evan’s commercial site. University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX C.5 UNDERGROUND RETENTION CHAMBERS SPECIFICATIONS                    !     "#  "    !  $% ! &!# $     '  "   # $  $ % % $ $% %% ( $ # #   # $) % # $ * "  + ," -.-+/ &   !  %%0$ ! &!# $  !  $ ! &!# $ '  0 '   (  (  ) %$( # $ )*  %$00 # $ $ )+, -  $ 1 # $ +    $ '   0( ! &!- ! ')% . &   " / %% ! &!-    0( %1 )   % 1 - * %1 )   .)   &   (/  1 - * %1 )   .&    (/ % 1 -   * %1 )   %( 1 - &%    1 - Ad v a n c e d D r a i n a g e S y s t e m s , I n c . MC - 3 5 0 0 S T O R M T E C H C H A M B E R S P E C I F I C A T I O N S 1. C H A M B E R S S H A L L B E S T O R M T E C H M C - 3 5 0 0 . 2. C H A M B E R S S H A L L B E A R C H - S H A P E D A N D S H A L L B E M A N U F A C T U R E D F R O M V I R G I N , I M P A C T - M O D I F I E D P O L Y P R O P Y L E N E CO P O L Y M E R S . 3. C H A M B E R S S H A L L M E E T T H E R E Q U I R E M E N T S O F A S T M F 2 4 1 8 , " S T A N D A R D S P E C I F I C A T I O N F O R P O L Y P R O P Y L E N E ( P P ) C O R R U G A T E D WA L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " C H A M B E R C L A S S I F I C A T I O N 4 5 x 7 6 D E S I G N A T I O N S S . 4. C H A M B E R R O W S S H A L L P R O V I D E C O N T I N U O U S , U N O B S T R U C T E D I N T E R N A L S P A C E W I T H N O I N T E R N A L S U P P O R T S T H A T W O U L D IM P E D E F L O W O R L I M I T A C C E S S F O R I N S P E C T I O N . 5. T H E S T R U C T U R A L D E S I G N O F T H E C H A M B E R S , T H E S T R U C T U R A L B A C K F I L L , A N D T H E I N S T A L L A T I O N R E Q U I R E M E N T S S H A L L E N S U R E TH A T T H E L O A D F A C T O R S S P E C I F I E D I N T H E A A S H T O L R F D B R I D G E D E S I G N S P E C I F I C A T I O N S , S E C T I O N 1 2 . 1 2 , A R E M E T F O R : 1 ) LO N G - D U R A T I O N D E A D L O A D S A N D 2 ) S H O R T - D U R A T I O N L I V E L O A D S , B A S E D O N T H E A A S H T O D E S I G N T R U C K W I T H C O N S I D E R A T I O N FO R I M P A C T A N D M U L T I P L E V E H I C L E P R E S E N C E S . 6. C H A M B E R S S H A L L B E D E S I G N E D , T E S T E D A N D A L L O W A B L E L O A D C O N F I G U R A T I O N S D E T E R M I N E D I N A C C O R D A N C E W I T H A S T M F 2 7 8 7 , "S T A N D A R D P R A C T I C E F O R S T R U C T U R A L D E S I G N O F T H E R M O P L A S T I C C O R R U G A T E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " . LO A D C O N F I G U R A T I O N S S H A L L I N C L U D E : 1 ) I N S T A N T A N E O U S ( < 1 M I N ) A A S H T O D E S I G N T R U C K L I V E L O A D O N M I N I M U M C O V E R 2 ) MA X I M U M P E R M A N E N T ( 7 5 - Y R ) C O V E R L O A D A N D 3 ) A L L O W A B L E C O V E R W I T H P A R K E D ( 1 - W E E K ) A A S H T O D E S I G N T R U C K . 7. R E Q U I R E M E N T S F O R H A N D L I N G A N D I N S T A L L A T I O N : x TO M A I N T A I N T H E W I D T H O F C H A M B E R S D U R I N G S H I P P I N G A N D H A N D L I N G , C H A M B E R S S H A L L H A V E I N T E G R A L , I N T E R L O C K I N G ST A C K I N G L U G S . x TO E N S U R E A S E C U R E J O I N T D U R I N G I N S T A L L A T I O N A N D B A C K F I L L , T H E H E I G H T O F T H E C H A M B E R J O I N T S H A L L N O T B E L E S S TH A N 3 ” . x TO E N S U R E T H E I N T E G R I T Y O F T H E A R C H S H A P E D U R I N G I N S T A L L A T I O N , a ) T H E A R C H S T I F F N E S S C O N S T A N T S H A L L B E GR E A T E R T H A N O R E Q U A L T O 4 5 0 L B S / F T / % . T H E A S C I S D E F I N E D I N S E C T I O N 6 . 2 . 8 O F A S T M F 2 4 1 8 . A N D b ) T O R E S I S T C H A M B E R DE F O R M A T I O N D U R I N G I N S T A L L A T I O N A T E L E V A T E D T E M P E R A T U R E S ( A B O V E 7 3 ° F / 2 3 ° C ) , C H A M B E R S S H A L L B E P R O D U C E D FR O M R E F L E C T I V E G O L D O R Y E L L O W C O L O R S . 8. O N L Y C H A M B E R S T H A T A R E A P P R O V E D B Y T H E S I T E D E S I G N E N G I N E E R W I L L B E A L L O W E D . U P O N R E Q U E S T B Y T H E S I T E D E S I G N EN G I N E E R O R O W N E R , T H E C H A M B E R M A N U F A C T U R E R S H A L L S U B M I T A S T R U C T U R A L E V A L U A T I O N F O R A P P R O V A L B E F O R E DE L I V E R I N G C H A M B E R S T O T H E P R O J E C T S I T E A S F O L L O W S : x TH E S T R U C T U R A L E V A L U A T I O N S H A L L B E S E A L E D B Y A R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R . x TH E S T R U C T U R A L E V A L U A T I O N S H A L L D E M O N S T R A T E T H A T T H E S A F E T Y F A C T O R S A R E G R E A T E R T H A N O R E Q U A L T O 1 . 9 5 F O R DE A D L O A D A N D 1 . 7 5 F O R L I V E L O A D , T H E M I N I M U M R E Q U I R E D B Y A S T M F 2 7 8 7 A N D B Y S E C T I O N S 3 A N D 1 2 . 1 2 O F T H E A A S H T O LR F D B R I D G E D E S I G N S P E C I F I C A T I O N S F O R T H E R M O P L A S T I C P I P E . x TH E T E S T D E R I V E D C R E E P M O D U L U S A S S P E C I F I E D I N A S T M F 2 4 1 8 S H A L L B E U S E D F O R P E R M A N E N T D E A D L O A D D E S I G N EX C E P T T H A T I T S H A L L B E T H E 7 5 - Y E A R M O D U L U S U S E D F O R D E S I G N . 9. C H A M B E R S A N D E N D C A P S S H A L L B E P R O D U C E D A T A N I S O 9 0 0 1 C E R T I F I E D M A N U F A C T U R I N G F A C I L I T Y . IM P O R T A N T - N O T E S F O R T H E B I D D I N G A N D I N S T A L L A T I O N O F M C - 3 5 0 0 C H A M B E R S Y S T E M 1. S T O R M T E C H M C - 3 5 0 0 C H A M B E R S S H A L L N O T B E I N S T A L L E D U N T I L T H E M A N U F A C T U R E R ' S R E P R E S E N T A T I V E H A S C O M P L E T E D A PR E - C O N S T R U C T I O N M E E T I N G W I T H T H E I N S T A L L E R S . 2. S T O R M T E C H M C - 3 5 0 0 C H A M B E R S S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H T H E " S T O R M T E C H M C - 3 5 0 0 / M C - 4 5 0 0 C O N S T R U C T I O N G U I D E " . 3. C H A M B E R S A R E N O T T O B E B A C K F I L L E D W I T H A D O Z E R O R A N E X C A V A T O R S I T U A T E D O V E R T H E C H A M B E R S . ST O R M T E C H R E C O M M E N D S 3 B A C K F I L L M E T H O D S : x ST O N E S H O O T E R L O C A T E D O F F T H E C H A M B E R B E D . x BA C K F I L L A S R O W S A R E B U I L T U S I N G A N E X C A V A T O R O N T H E F O U N D A T I O N S T O N E O R S U B G R A D E . x BA C K F I L L F R O M O U T S I D E T H E E X C A V A T I O N U S I N G A L O N G B O O M H O E O R E X C A V A T O R . 4. T H E F O U N D A T I O N S T O N E S H A L L B E L E V E L E D A N D C O M P A C T E D P R I O R T O P L A C I N G C H A M B E R S . 5. J O I N T S B E T W E E N C H A M B E R S S H A L L B E P R O P E R L Y S E A T E D P R I O R T O P L A C I N G S T O N E . 6. M A I N T A I N M I N I M U M - 6 " ( 1 5 0 m m ) S P A C I N G B E T W E E N T H E C H A M B E R R O W S . 7. I N L E T A N D O U T L E T M A N I F O L D S M U S T B E I N S E R T E D A M I N I M U M O F 1 2 " ( 3 0 0 m m ) I N T O C H A M B E R E N D C A P S . 8. E M B E D M E N T S T O N E S U R R O U N D I N G C H A M B E R S M U S T B E A C L E A N , C R U S H E D , A N G U L A R S T O N E M E E T I N G T H E A A S H T O M 4 3 D E S I G N A T I O N O F # 3 OR # 4 . 9. S T O N E M U S T B E P L A C E D O N T H E T O P C E N T E R O F T H E C H A M B E R T O A N C H O R T H E C H A M B E R S I N P L A C E A N D P R E S E R V E R O W S P A C I N G . 10 . T H E C O N T R A C T O R M U S T R E P O R T A N Y D I S C R E P A N C I E S W I T H C H A M B E R F O U N D A T I O N M A T E R I A L S B E A R I N G C A P A C I T I E S T O T H E S I T E D E S I G N EN G I N E E R . 11 . A D S R E C O M M E N D S T H E U S E O F " F L E X S T O R M C A T C H I T " I N S E R T S D U R I N G C O N S T R U C T I O N F O R A L L I N L E T S T O P R O T E C T T H E S U B S U R F A C E ST O R M W A T E R M A N A G E M E N T S Y S T E M F R O M C O N S T R U C T I O N S I T E R U N O F F . NO T E S F O R C O N S T R U C T I O N E Q U I P M E N T 1. S T O R M T E C H M C - 3 5 0 0 C H A M B E R S S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H T H E " S T O R M T E C H M C - 3 5 0 0 / M C - 4 5 0 0 C O N S T R U C T I O N G U I D E " . 2. T H E U S E O F E Q U I P M E N T O V E R M C - 3 5 0 0 C H A M B E R S I S L I M I T E D : x NO E Q U I P M E N T I S A L L O W E D O N B A R E C H A M B E R S . x NO R U B B E R T I R E D L O A D E R , D U M P T R U C K , O R E X C A V A T O R S A R E A L L O W E D U N T I L P R O P E R F I L L D E P T H S A R E R E A C H E D I N A C C O R D A N C E WI T H T H E " S T O R M T E C H M C - 3 5 0 0 / M C - 4 5 0 0 C O N S T R U C T I O N G U I D E " . x WE I G H T L I M I T S F O R C O N S T R U C T I O N E Q U I P M E N T C A N B E F O U N D I N T H E " S T O R M T E C H M C - 3 5 0 0 / M C - 4 5 0 0 C O N S T R U C T I O N G U I D E " . 3. F U L L 3 6 " ( 9 0 0 m m ) O F S T A B I L I Z E D C O V E R M A T E R I A L S O V E R T H E C H A M B E R S I S R E Q U I R E D F O R D U M P T R U C K T R A V E L O R D U M P I N G . US E O F A D O Z E R T O P U S H E M B E D M E N T S T O N E B E T W E E N T H E R O W S O F C H A M B E R S M A Y C A U S E D A M A G E T O C H A M B E R S A N D I S N O T A N A C C E P T A B L E BA C K F I L L M E T H O D . A N Y C H A M B E R S D A M A G E D B Y U S I N G T H E " D U M P A N D P U S H " M E T H O D A R E N O T C O V E R E D U N D E R T H E S T O R M T E C H S T A N D A R D WA R R A N T Y . CO N T A C T S T O R M T E C H A T 1 - 8 8 8 - 8 9 2 - 2 6 9 4 W I T H A N Y Q U E S T I O N S O N I N S T A L L A T I O N R E Q U I R E M E N T S O R W E I G H T L I M I T S F O R C O N S T R U C T I O N E Q U I P M E N T . ©2 0 2 2 A D S , I N C . PR O J E C T I N F O R M A T I O N AD S S A L E S R E P PR O J E C T N O . EN G I N E E R E D P R O D U C T MA N A G E R 19 0 6 4 1 U N I V E R S I T Y P A R K ( O N - S I T E ) PA L M D E S E R T , C A StormTech 888-892-2694 | WWW.STORMTECH.COM ® Chamber System 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 DATE: DRAWN: CG PROJECT #: CHECKED: N/A THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. DATEDRW CHK DESCRIPTION 190641 UNIVERSITY PARK (ON-SITE) PALM DESERT, CA SH E E T OF25 NO T E S • M A N I F O L D S I Z E T O B E D E T E R M I N E D B Y S I T E D E S I G N E N G I N E E R . S E E T E C H N O T E # 6 . 3 2 F O R M A N I F O L D S I Z I N G G U I D A N C E . • D U E T O T H E A D A P T A T I O N O F T H I S C H A M B E R S Y S T E M T O S P E C I F I C S I T E A N D D E S I G N C O N S T R A I N T S , I T M A Y B E N E C E S S A R Y T O C U T A N D C O U P L E A D DI T I O N A L P I P E T O S T A N D A R D M A N I F O L D CO M P O N E N T S I N T H E F I E L D . • T H E S I T E D E S I G N E N G I N E E R M U S T R E V I E W E L E V A T I O N S A N D I F N E C E S S A R Y A D J U S T G R A D I N G T O E N S U R E T H E C H A M B E R C O V E R R E Q U I R E M E N T S A R E M ET . • T H I S C H A M B E R S Y S T E M W A S D E S I G N E D W I T H O U T S I T E - S P E C I F I C I N F O R M A T I O N O N S O I L C O N D I T I O N S O R B E A R I N G C A P A C I T Y . T H E S I T E D E S I G N E N G IN E E R I S R E S P O N S I B L E F O R DE T E R M I N I N G TH E S U I T A B I L I T Y O F T H E S O I L A N D P R O V I D I N G T H E B E A R I N G C A P A C I T Y O F T H E I N S I T U S O I L S . T H E B A S E S T O N E D E P T H M A Y B E I N C R E A S E D O R D E CR E A S E D O N C E T H I S I N F O R M A T I O N I S PR O V I D E D . • NO T F O R C O N S T R U C T I O N : T H I S L A Y O U T I S F O R D I M E N S I O N A L P U R P O S E S O N L Y T O P R O V E C O N C E P T & T H E R E Q U I R E D S T O R A G E V O L U M E C A N B E A C H I E V E D O N S I T E . CO N C E P T U A L E L E V A T I O N S MA X I M U M A L L O W A B L E G R A D E ( T O P O F P A V E M E N T / U N P A V E D ) : 12 . 5 0 MI N I M U M A L L O W A B L E G R A D E ( U N P A V E D W I T H T R A F F I C ) : 6. 5 0 MI N I M U M A L L O W A B L E G R A D E ( U N P A V E D N O T R A F F I C ) : 6. 0 0 MI N I M U M A L L O W A B L E G R A D E ( T O P O F R I G I D C O N C R E T E P A V E M E N T ) : 6. 0 0 MI N I M U M A L L O W A B L E G R A D E ( B A S E O F F L E X I B L E P A V E M E N T ) : 6. 0 0 TO P O F S T O N E : 5. 5 0 TO P O F M C - 3 5 0 0 C H A M B E R : 4 . 5 0 24 " I S O L A T O R R O W P L U S I N V E R T : 0. 9 2 18 " x 1 8 " B O T T O M M A N I F O L D I N V E R T : 0 . 9 0 18 " B O T T O M C O N N E C T I O N I N V E R T : 0. 9 0 BO T T O M O F M C - 3 5 0 0 C H A M B E R : 0. 7 5 UN D E R D R A I N I N V E R T : 0 . 0 0 BO T T O M O F S T O N E : 0. 0 0 PR O P O S E D L A Y O U T 10 7 S T O R M T E C H M C - 3 5 0 0 C H A M B E R S 8 ST O R M T E C H M C - 3 5 0 0 E N D C A P S 12 ST O N E A B O V E ( i n ) 9 ST O N E B E L O W ( i n ) 40 S T O N E V O I D 20 3 3 1 IN S T A L L E D S Y S T E M V O L U M E ( C F ) (P E R I M E T E R S T O N E I N C L U D E D ) (C O V E R S T O N E I N C L U D E D ) (B A S E S T O N E I N C L U D E D ) 60 0 0 SY S T E M A R E A ( S F ) 46 6 . 3 SY S T E M P E R I M E T E R ( f t ) *I N V E R T A B O V E B A S E O F C H A M B E R MA X F L O W IN V E R T * DE S C R I P T I O N IT E M O N LA Y O U T PA R T T Y P E 1. 7 7 " 18 " B O T T O M C O R E D E N D C A P , P A R T # : M C 3 5 0 0 I E P P 1 8 B C / T Y P O F A L L 1 8 " B O T T O M CO N N E C T I O N S A PR E F A B R I C A T E D E N D C A P 2. 0 6 " 24 " B O T T O M C O R E D E N D C A P , P A R T # : M C 3 5 0 0 I E P P 2 4 B C / T Y P O F A L L 2 4 " B O T T O M CO N N E C T I O N S A N D I S O L A T O R P L U S R O W S B PR E F A B R I C A T E D E N D C A P IN S T A L L F L A M P O N 2 4 " A C C E S S P I P E / P A R T # : M C 3 5 0 0 2 4 R A M P C FL A M P 1. 7 7 " 18 " x 1 8 " B O T T O M M A N I F O L D , A D S N - 1 2 D MA N I F O L D 4. 0 C F S O U T OC S ( D E S I G N B Y E N G I N E E R / P R O V I D E D B Y O T H E R S ) E CO N C R E T E S T R U C T U R E 16 . 5 C F S I N (D E S I G N B Y E N G I N E E R / P R O V I D E D B Y O T H E R S ) F CO N C R E T E S T R U C T U R E W/ W E I R 6" A D S N - 1 2 D U A L W A L L P E R F O R A T E D H D P E U N D E R D R A I N G UN D E R D R A I N IS O L A T O R R O W P L U S (S E E D E T A I L ) PL A C E M I N I M U M 1 7 . 5 0 ' O F A D S P L U S 1 7 5 W O V E N G E O T E X T I L E O V E R B E D D I N G ST O N E A N D U N D E R N E A T H C H A M B E R F E E T F O R S C O U R P R O T E C T I O N A T A L L CH A M B E R I N L E T R O W S BE D L I M I T S 015 30 20 3 . 3 8 ' 29.77' 19 7 . 2 5 ' 27.17' G CB D A E F StormTech 888-892-2694 | WWW.STORMTECH.COM ® Chamber System AC C E P T A B L E F I L L M A T E R I A L S : S T O R M T E C H M C - 3 5 0 0 C H A M B E R S Y S T E M S PL E A S E N O T E : 1. T H E L I S T E D A A S H T O D E S I G N A T I O N S A R E F O R G R A D A T I O N S O N L Y . T H E S T O N E M U S T A L S O B E C L E A N , C R U S H E D , A N G U L A R . F O R E X A M P L E , A S P E C I F IC A T I O N F O R # 4 S T O N E W O U L D S T A T E : " C L E A N , C R U S H E D , A N G U L A R N O . 4 ( A A S H T O M 4 3 ) S T O N E " . 2. S T O R M T E C H C O M P A C T I O N R E Q U I R E M E N T S A R E M E T F O R ' A ' L O C A T I O N M A T E R I A L S W H E N P L A C E D A N D C O M P A C T E D I N 9 " ( 2 3 0 m m ) ( M A X ) L I F T S U S I NG T W O F U L L C O V E R A G E S W I T H A V I B R A T O R Y C O M P A C T O R . 3. W H E R E I N F I L T R A T I O N S U R F A C E S M A Y B E C O M P R O M I S E D B Y C O M P A C T I O N , F O R S T A N D A R D D E S I G N L O A D C O N D I T I O N S , A F L A T S U R F A C E M A Y B E A C H I EV E D B Y R A K I N G O R D R A G G I N G W I T H O U T C O M P A C T I O N E Q U I P M E N T . F O R S P E C I A L L O A D D E S I G N S , C O N T A C T S T O R M T E C H F O R CO M P A C T I O N R E Q U I R E M E N T S . 4. O N C E L A Y E R ' C ' I S P L A C E D , A N Y S O I L / M A T E R I A L C A N B E P L A C E D I N L A Y E R ' D ' U P T O T H E F I N I S H E D G R A D E . M O S T P A V E M E N T S U B B A S E S O I L S CA N B E U S E D T O R E P L A C E T H E M A T E R I A L R E Q U I R E M E N T S O F L A Y E R ' C ' O R ' D ' A T T H E S I T E D E S I G N E N G I N E E R ' S D I S C R E T I O N . NO T E S : 1. C H A M B E R S S H A L L M E E T T H E R E Q U I R E M E N T S O F A S T M F 2 4 1 8 , " S T A N D A R D S P E C I F I C A T I O N F O R P O L Y P R O P Y L E N E ( P P ) C O R R U G A T E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " C H A M B E R C L A S S I F I C A T I O N 4 5 x 7 6 DE S I G N A T I O N S S . 2. M C - 3 5 0 0 C H A M B E R S S H A L L B E D E S I G N E D I N A C C O R D A N C E W I T H A S T M F 2 7 8 7 " S T A N D A R D P R A C T I C E F O R S T R U C T U R A L D E S I G N O F T H E R M O P L A S T I C C O RR U G A T E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " . 3. T H E S I T E D E S I G N E N G I N E E R I S R E S P O N S I B L E F O R A S S E S S I N G T H E B E A R I N G R E S I S T A N C E ( A L L O W A B L E B E A R I N G C A P A C I T Y ) O F T H E S U B G R A D E S O I LS A N D T H E D E P T H O F F O U N D A T I O N S T O N E W I T H C O N S I D E R A T I O N FO R T H E R A N G E O F E X P E C T E D S O I L M O I S T U R E C O N D I T I O N S . 4. P E R I M E T E R S T O N E M U S T B E E X T E N D E D H O R I Z O N T A L L Y T O T H E E X C A V A T I O N W A L L F O R B O T H V E R T I C A L A N D S L O P E D E X C A V A T I O N W A L L S . 5. R E Q U I R E M E N T S F O R H A N D L I N G A N D I N S T A L L A T I O N : x TO M A I N T A I N T H E W I D T H O F C H A M B E R S D U R I N G S H I P P I N G A N D H A N D L I N G , C H A M B E R S S H A L L H A V E I N T E G R A L , I N T E R L O C K I N G S T A C K I N G L U G S . x TO E N S U R E A S E C U R E J O I N T D U R I N G I N S T A L L A T I O N A N D B A C K F I L L , T H E H E I G H T O F T H E C H A M B E R J O I N T S H A L L N O T B E L E S S T H A N 3 ” . x TO E N S U R E T H E I N T E G R I T Y O F T H E A R C H S H A P E D U R I N G I N S T A L L A T I O N , a ) T H E A R C H S T I F F N E S S C O N S T A N T S H A L L B E G R E A T E R T H A N O R E Q U A L T O 4 5 0 L B S / F T / % . T H E A S C I S D E F I N E D I N S E C T I O N 6 . 2 . 8 O F AS T M F 2 4 1 8 . A N D b ) T O R E S I S T C H A M B E R D E F O R M A T I O N D U R I N G I N S T A L L A T I O N A T E L E V A T E D T E M P E R A T U R E S ( A B O V E 7 3 ° F / 2 3 ° C ) , C H A M B E R S S HA L L B E P R O D U C E D F R O M R E F L E C T I V E G O L D O R Y E L L O W CO L O R S . MA T E R I A L L O C A T I O N D E S C R I P T I O N AA S H T O M A T E R I A L CL A S S I F I C A T I O N S CO M P A C T I O N / D E N S I T Y R E Q U I R E M E N T D FI N A L F I L L : FI L L M A T E R I A L F O R L A Y E R ' D ' S T A R T S F R O M T H E T O P O F T H E ' C ' LA Y E R T O T H E B O T T O M O F F L E X I B L E P A V E M E N T O R U N P A V E D F I N I S H E D GR A D E A B O V E . N O T E T H A T P A V E M E N T S U B B A S E M A Y B E P A R T O F T H E ' D ' LA Y E R AN Y S O I L / R O C K M A T E R I A L S , N A T I V E S O I L S , O R P E R E N G I N E E R ' S P L A N S . CH E C K P L A N S F O R P A V E M E N T S U B G R A D E R E Q U I R E M E N T S . N/ A PR E P A R E P E R S I T E D E S I G N E N G I N E E R ' S P L A N S . P A V E D IN S T A L L A T I O N S M A Y H A V E S T R I N G E N T M A T E R I A L A N D PR E P A R A T I O N R E Q U I R E M E N T S . C IN I T I A L F I L L : FI L L M A T E R I A L F O R L A Y E R ' C ' S T A R T S F R O M T H E T O P O F T H E EM B E D M E N T S T O N E ( ' B ' L A Y E R ) T O 2 4 " ( 6 0 0 m m ) A B O V E T H E T O P O F T H E CH A M B E R . N O T E T H A T P A V E M E N T S U B B A S E M A Y B E A P A R T O F T H E ' C ' LA Y E R . GR A N U L A R W E L L - G R A D E D S O I L / A G G R E G A T E M I X T U R E S , < 3 5 % F I N E S O R PR O C E S S E D A G G R E G A T E . M O S T P A V E M E N T S U B B A S E M A T E R I A L S C A N B E U S E D I N L I E U O F T H I S LA Y E R . AA S H T O M 1 4 5 ¹ A- 1 , A - 2 - 4 , A - 3 OR AA S H T O M 4 3 ¹ 3, 3 5 7 , 4 , 4 6 7 , 5 , 5 6 , 5 7 , 6 , 6 7 , 6 8 , 7 , 7 8 , 8 , 8 9 , 9 , 1 0 BE G I N C O M P A C T I O N S A F T E R 2 4 " ( 6 0 0 m m ) O F M A T E R I A L O V E R TH E C H A M B E R S I S R E A C H E D . C O M P A C T A D D I T I O N A L L A Y E R S I N 12 " ( 3 0 0 m m ) M A X L I F T S T O A M I N . 9 5 % P R O C T O R D E N S I T Y F O R WE L L G R A D E D M A T E R I A L A N D 9 5 % R E L A T I V E D E N S I T Y F O R PR O C E S S E D A G G R E G A T E M A T E R I A L S . B EM B E D M E N T S T O N E : FI L L S U R R O U N D I N G T H E C H A M B E R S F R O M T H E FO U N D A T I O N S T O N E ( ' A ' L A Y E R ) T O T H E ' C ' L A Y E R A B O V E . CL E A N , C R U S H E D , A N G U L A R S T O N E AA S H T O M 4 3 ¹ 3, 4 A FO U N D A T I O N S T O N E : F I L L B E L O W C H A M B E R S F R O M T H E S U B G R A D E U P T O TH E F O O T ( B O T T O M ) O F T H E C H A M B E R . CL E A N , C R U S H E D , A N G U L A R S T O N E AA S H T O M 4 3 ¹ 3, 4 PL A T E C O M P A C T O R R O L L T O A C H I E V E A F L A T S U R F A C E . 2, 3 45 " (1 1 4 0 m m ) 18 " (4 5 0 m m ) M I N * 8' (2 . 4 m ) MA X 12 " ( 3 0 0 m m ) M I N 77 " ( 1 9 5 0 m m ) 12 " ( 3 0 0 m m ) M I N 6" (1 5 0 m m ) M I N DE P T H O F S T O N E T O B E D E T E R M I N E D BY S I T E D E S I G N E N G I N E E R 9 " ( 2 3 0 m m ) M I N D C B A *T O B O T T O M O F F L E X I B L E P A V E M E N T . F O R U N P A V E D IN S T A L L A T I O N S W H E R E R U T T I N G F R O M V E H I C L E S M A Y O C C U R , IN C R E A S E C O V E R T O 2 4 " ( 6 0 0 m m ) . 6" ( 1 5 0 m m ) M I N PE R I M E T E R S T O N E (S E E N O T E 4 ) EX C A V A T I O N W A L L (C A N B E S L O P E D O R V E R T I C A L ) MC - 3 5 0 0 EN D C A P SU B G R A D E S O I L S (S E E N O T E 3 ) PA V E M E N T L A Y E R ( D E S I G N E D BY S I T E D E S I G N E N G I N E E R ) NO C O M P A C T I O N R E Q U I R E D . AD S G E O S Y N T H E T I C S 6 0 1 T N O N - W O V E N G E O T E X T I L E A L L AR O U N D C L E A N , C R U S H E D , A N G U L A R S T O N E I N A & B L A Y E R S 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 DATE: DRAWN: CG PROJECT #: CHECKED: N/A THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. DATEDRW CHK DESCRIPTION 190641 UNIVERSITY PARK (ON-SITE) PALM DESERT, CA SH E E T OF35 StormTech 888-892-2694 | WWW.STORMTECH.COM ® Chamber System IN S P E C T I O N & M A I N T E N A N C E ST E P 1 ) I N S P E C T I S O L A T O R R O W P L U S F O R S E D I M E N T A. I N S P E C T I O N P O R T S ( I F P R E S E N T ) A. 1 . R E M O V E / O P E N L I D O N N Y L O P L A S T I N L I N E D R A I N A. 2 . R E M O V E A N D C L E A N F L E X S T O R M F I L T E R I F I N S T A L L E D A. 3 . U S I N G A F L A S H L I G H T A N D S T A D I A R O D , M E A S U R E D E P T H O F S E D I M E N T A N D R E C O R D O N M A I N T E N A N C E L O G A. 4 . L O W E R A C A M E R A I N T O I S O L A T O R R O W P L U S F O R V I S U A L I N S P E C T I O N O F S E D I M E N T L E V E L S ( O P T I O N A L ) A. 5 . I F S E D I M E N T I S A T , O R A B O V E , 3 " ( 8 0 m m ) P R O C E E D T O S T E P 2 . I F N O T , P R O C E E D T O S T E P 3 . B. A L L I S O L A T O R P L U S R O W S B. 1 . R E M O V E C O V E R F R O M S T R U C T U R E A T U P S T R E A M E N D O F I S O L A T O R R O W P L U S B. 2 . U S I N G A F L A S H L I G H T , I N S P E C T D O W N T H E I S O L A T O R R O W P L U S T H R O U G H O U T L E T P I P E i) M I R R O R S O N P O L E S O R C A M E R A S M A Y B E U S E D T O A V O I D A C O N F I N E D S P A C E E N T R Y ii ) F O L L O W O S H A R E G U L A T I O N S F O R C O N F I N E D S P A C E E N T R Y I F E N T E R I N G M A N H O L E B. 3 . I F S E D I M E N T I S A T , O R A B O V E , 3 " ( 8 0 m m ) P R O C E E D T O S T E P 2 . I F N O T , P R O C E E D T O S T E P 3 . ST E P 2 ) C L E A N O U T I S O L A T O R R O W P L U S U S I N G T H E J E T V A C P R O C E S S A. A F I X E D C U L V E R T C L E A N I N G N O Z Z L E W I T H R E A R F A C I N G S P R E A D O F 4 5 " ( 1 . 1 m ) O R M O R E I S P R E F E R R E D B. A P P L Y M U L T I P L E P A S S E S O F J E T V A C U N T I L B A C K F L U S H W A T E R I S C L E A N C. V A C U U M S T R U C T U R E S U M P A S R E Q U I R E D ST E P 3 ) R E P L A C E A L L C O V E R S , G R A T E S , F I L T E R S , A N D L I D S ; R E C O R D O B S E R V A T I O N S A N D A C T I O N S . ST E P 4 ) I N S P E C T A N D C L E A N B A S I N S A N D M A N H O L E S U P S T R E A M O F T H E S T O R M T E C H S Y S T E M . NO T E S 1. I N S P E C T E V E R Y 6 M O N T H S D U R I N G T H E F I R S T Y E A R O F O P E R A T I O N . A D J U S T T H E I N S P E C T I O N I N T E R V A L B A S E D O N P R E V I O U S OB S E R V A T I O N S O F S E D I M E N T A C C U M U L A T I O N A N D H I G H W A T E R E L E V A T I O N S . 2. C O N D U C T J E T T I N G A N D V A C T O R I N G A N N U A L L Y O R W H E N I N S P E C T I O N S H O W S T H A T M A I N T E N A N C E I S N E C E S S A R Y . CA T C H B A S I N OR MA N H O L E MC - 3 5 0 0 I S O L A T O R R O W P L U S D E T A I L NT S 24 " ( 6 0 0 m m ) H D P E A C C E S S P I P E R E Q U I R E D U S E FA C T O R Y P R E - C O R E D E N D C A P PA R T # : M C 3 5 0 0 I E P P 2 4 B C O R M C 3 5 0 0 I E P P 2 4 B W ST O R M T E C H H I G H L Y R E C O M M E N D S FL E X S T O R M I N S E R T S I N A N Y U P S T R E A M ST R U C T U R E S W I T H O P E N G R A T E S CO V E R P I P E C O N N E C T I O N T O E N D C A P W I T H A D S GE O S Y N T H E T I C S 6 0 1 T N O N - W O V E N G E O T E X T I L E MC - 3 5 0 0 C H A M B E R OP T I O N A L I N S P E C T I O N P O R T MC - 3 5 0 0 E N D C A P ON E L A Y E R O F A D S P L U S 1 7 5 W O V E N G E O T E X T I L E B E T W E E N FO U N D A T I O N S T O N E A N D C H A M B E R S 8. 2 5 ' ( 2 . 5 1 m ) M I N W I D E C O N T I N U O U S F A B R I C W I T H O U T S E A M S SU M P D E P T H T B D B Y SI T E D E S I G N E N G I N E E R (2 4 " [ 6 0 0 m m ] M I N R E C O M M E N D E D ) IN S T A L L F L A M P O N 2 4 " ( 6 0 0 m m ) A C C E S S P I P E PA R T # : M C 3 5 0 0 2 4 R A M P 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 DATE: DRAWN: CG PROJECT #: CHECKED: N/A THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. DATEDRW CHK DESCRIPTION 190641 UNIVERSITY PARK (ON-SITE) PALM DESERT, CA SH E E T OF45 StormTech 888-892-2694 | WWW.STORMTECH.COM ® Chamber System UN D E R D R A I N D E T A I L NT S AA B B SE C T I O N A - A SE C T I O N B - B DU A L W A L L PE R F O R A T E D HD P E UN D E R D R A I N AD S G E O S Y N T H E T I C S 6 0 1 T NO N - W O V E N G E O T E X T I L E ST O R M T E C H E N D C A P AD S G E O S Y N T H E T I C S 6 0 1 T NO N - W O V E N G E O T E X T I L E ST O R M T E C H CH A M B E R OU T L E T M A N I F O L D ST O R M T E C H E N D C A P ST O R M T E C H CH A M B E R S NU M B E R A N D S I Z E O F U N D E R D R A I N S P E R S I T E D E S I G N E N G I N E E R 4" ( 1 0 0 m m ) T Y P F O R S C - 3 1 0 & S C - 1 6 0 L P S Y S T E M S 6" ( 1 5 0 m m ) T Y P F O R S C - 7 4 0 , D C - 7 8 0 , M C - 3 5 0 0 , M C - 4 5 0 0 & M C - 7 2 0 0 S Y S T E M S FO U N D A T I O N S T O N E BE N E A T H C H A M B E R S FO U N D A T I O N S T O N E BE N E A T H C H A M B E R S MC - S E R I E S E N D C A P I N S E R T I O N D E T A I L NT S NO T E : M A N I F O L D S T U B M U S T B E L A I D H O R I Z O N T A L FO R A P R O P E R F I T I N E N D C A P O P E N I N G . MA N I F O L D H E A D E R MA N I F O L D S T U B ST O R M T E C H E N D C A P MA N I F O L D H E A D E R MA N I F O L D S T U B 12 " ( 3 0 0 m m ) MI N S E P A R A T I O N 12 " ( 3 0 0 m m ) M I N I N S E R T I O N 12 " ( 3 0 0 m m ) MI N S E P A R A T I O N 12 " ( 3 0 0 m m ) MI N I N S E R T I O N PA R T # S T U B B C MC 3 5 0 0 I E P P 0 6 T 6" ( 1 5 0 m m ) 33 . 2 1 " ( 8 4 4 m m ) -- - MC 3 5 0 0 I E P P 0 6 B - - - 0. 6 6 " ( 1 7 m m ) MC 3 5 0 0 I E P P 0 8 T 8" ( 2 0 0 m m ) 31 . 1 6 " ( 7 9 1 m m ) -- - MC 3 5 0 0 I E P P 0 8 B - - - 0. 8 1 " ( 2 1 m m ) MC 3 5 0 0 I E P P 1 0 T 10 " ( 2 5 0 m m ) 29 . 0 4 " ( 7 3 8 m m ) -- - MC 3 5 0 0 I E P P 1 0 B - - - 0. 9 3 " ( 2 4 m m ) MC 3 5 0 0 I E P P 1 2 T 12 " ( 3 0 0 m m ) 26 . 3 6 " ( 6 7 0 m m ) -- - MC 3 5 0 0 I E P P 1 2 B - - - 1. 3 5 " ( 3 4 m m ) MC 3 5 0 0 I E P P 1 5 T 15 " ( 3 7 5 m m ) 23 . 3 9 " ( 5 9 4 m m ) -- - MC 3 5 0 0 I E P P 1 5 B - - - 1. 5 0 " ( 3 8 m m ) MC 3 5 0 0 I E P P 1 8 T C 18 " ( 4 5 0 m m ) 20 . 0 3 " ( 5 0 9 m m ) -- - MC 3 5 0 0 I E P P 1 8 T W MC 3 5 0 0 I E P P 1 8 B C -- - 1. 7 7 " ( 4 5 m m ) MC 3 5 0 0 I E P P 1 8 B W MC 3 5 0 0 I E P P 2 4 T C 24 " ( 6 0 0 m m ) 14 . 4 8 " ( 3 6 8 m m ) -- - MC 3 5 0 0 I E P P 2 4 T W MC 3 5 0 0 I E P P 2 4 B C -- - 2. 0 6 " ( 5 2 m m ) MC 3 5 0 0 I E P P 2 4 B W MC 3 5 0 0 I E P P 3 0 B C 30 " ( 7 5 0 m m ) -- - 2. 7 5 " ( 7 0 m m ) NO M I N A L C H A M B E R S P E C I F I C A T I O N S SI Z E ( W X H X I N S T A L L E D L E N G T H ) 7 7 . 0 " X 4 5 . 0 " X 8 6 . 0 " ( 1 9 5 6 m m X 1 1 4 3 m m X 2 1 8 4 m m ) CH A M B E R S T O R A G E 1 0 9 . 9 C U B I C F E E T ( 3 . 1 1 m ³ ) MI N I M U M I N S T A L L E D S T O R A G E * 1 7 5 . 0 C U B I C F E E T ( 4 . 9 6 m ³ ) WE I G H T 1 3 4 l b s . ( 6 0 . 8 k g ) NO M I N A L E N D C A P S P E C I F I C A T I O N S SI Z E ( W X H X I N S T A L L E D L E N G T H ) 7 5 . 0 " X 4 5 . 0 " X 2 2 . 2 " ( 1 9 0 5 m m X 1 1 4 3 m m X 5 6 4 m m ) EN D C A P S T O R A G E 1 4 . 9 C U B I C F E E T ( 0 . 4 2 m ³ ) MI N I M U M I N S T A L L E D S T O R A G E * 4 5 . 1 C U B I C F E E T ( 1 . 2 8 m ³ ) WE I G H T 4 9 l b s . ( 2 2 . 2 k g ) *A S S U M E S 1 2 " ( 3 0 5 m m ) S T O N E A B O V E , 9 " ( 2 2 9 m m ) S T O N E F O U N D A T I O N , 6 " S P A C I N G B E T W E E N CH A M B E R S , 6 " ( 1 5 2 m m ) S T O N E P E R I M E T E R I N F R O N T O F E N D C A P S A N D 4 0 % S T O N E P O R O S I T Y MC - 3 5 0 0 T E C H N I C A L S P E C I F I C A T I O N NT S 90 . 0 " ( 2 2 8 6 m m ) AC T U A L L E N G T H 86 . 0 " ( 2 1 8 4 m m ) IN S T A L L E D BU I L D R O W I N T H I S D I R E C T I O N NO T E : A L L D I M E N S I O N S A R E N O M I N A L LO W E R J O I N T CO R R U G A T I O N WE B CR E S T CR E S T ST I F F E N I N G R I B VA L L E Y ST I F F E N I N G R I B B C 75 . 0 " (1 9 0 5 m m ) 45 . 0 " (1 1 4 3 m m ) 25 . 7 " (6 5 3 m m ) FO O T 77 . 0 " (1 9 5 6 m m ) 45 . 0 " (1 1 4 3 m m ) ST U B S A T B O T T O M O F E N D C A P F O R P A R T N U M B E R S E N D I N G W I T H " B " ST U B S A T T O P O F E N D C A P F O R P A R T N U M B E R S E N D I N G W I T H " T " EN D C A P S W I T H A W E L D E D C R O W N P L A T E E N D W I T H " C " EN D C A P S W I T H A P R E F A B R I C A T E D W E L D E D S T U B E N D W I T H " W " UP P E R J O I N T C O R R U G A T I O N 22 . 2 " (5 6 4 m m ) IN S T A L L E D CU S T O M P R E C O R E D I N V E R T S A R E AV A I L A B L E U P O N R E Q U E S T . IN V E N T O R I E D M A N I F O L D S I N C L U D E 12 - 2 4 " ( 3 0 0 - 6 0 0 m m ) S I Z E O N S I Z E AN D 1 5 - 4 8 " ( 3 7 5 - 1 2 0 0 m m ) EC C E N T R I C M A N I F O L D S . C U S T O M IN V E R T L O C A T I O N S O N T H E M C - 3 5 0 0 EN D C A P C U T I N T H E F I E L D A R E N O T RE C O M M E N D E D F O R P I P E S I Z E S GR E A T E R T H A N 1 0 " ( 2 5 0 m m ) . T H E IN V E R T L O C A T I O N I N C O L U M N ' B ' AR E T H E H I G H E S T P O S S I B L E F O R TH E P I P E S I Z E . PA R T # S T U B B C MC 3 5 0 0 I E P P 0 6 T 6" ( 1 5 0 m m ) 33 . 2 1 " ( 8 4 4 m m ) -- - MC 3 5 0 0 I E P P 0 6 B - - - 0. 6 6 " ( 1 7 m m ) MC 3 5 0 0 I E P P 0 8 T 8" ( 2 0 0 m m ) 31 . 1 6 " ( 7 9 1 m m ) -- - MC 3 5 0 0 I E P P 0 8 B - - - 0. 8 1 " ( 2 1 m m ) MC 3 5 0 0 I E P P 1 0 T 10 " ( 2 5 0 m m ) 29 . 0 4 " ( 7 3 8 m m ) -- - MC 3 5 0 0 I E P P 1 0 B - - - 0. 9 3 " ( 2 4 m m ) MC 3 5 0 0 I E P P 1 2 T 12 " ( 3 0 0 m m ) 26 . 3 6 " ( 6 7 0 m m ) -- - MC 3 5 0 0 I E P P 1 2 B - - - 1. 3 5 " ( 3 4 m m ) MC 3 5 0 0 I E P P 1 5 T 15 " ( 3 7 5 m m ) 23 . 3 9 " ( 5 9 4 m m ) -- - MC 3 5 0 0 I E P P 1 5 B - - - 1. 5 0 " ( 3 8 m m ) MC 3 5 0 0 I E P P 1 8 T C 18 " ( 4 5 0 m m ) 20 . 0 3 " ( 5 0 9 m m ) -- - MC 3 5 0 0 I E P P 1 8 T W MC 3 5 0 0 I E P P 1 8 B C -- - 1. 7 7 " ( 4 5 m m ) MC 3 5 0 0 I E P P 1 8 B W MC 3 5 0 0 I E P P 2 4 T C 24 " ( 6 0 0 m m ) 14 . 4 8 " ( 3 6 8 m m ) -- - MC 3 5 0 0 I E P P 2 4 T W MC 3 5 0 0 I E P P 2 4 B C -- - 2. 0 6 " ( 5 2 m m ) MC 3 5 0 0 I E P P 2 4 B W MC 3 5 0 0 I E P P 3 0 B C 30 " ( 7 5 0 m m ) -- - 2. 7 5 " ( 7 0 m m ) NO M I N A L C H A M B E R S P E C I F I C A T I O N S SI Z E ( W X H X I N S T A L L E D L E N G T H ) 7 7 . 0 " X 4 5 . 0 " X 8 6 . 0 " ( 1 9 5 6 m m X 1 1 4 3 m m X 2 1 8 4 m m ) CH A M B E R S T O R A G E 1 0 9 . 9 C U B I C F E E T ( 3 . 1 1 m ³ ) MI N I M U M I N S T A L L E D S T O R A G E * 1 7 5 . 0 C U B I C F E E T ( 4 . 9 6 m ³ ) WE I G H T 1 3 4 l b s . ( 6 0 . 8 k g ) NO M I N A L E N D C A P S P E C I F I C A T I O N S SI Z E ( W X H X I N S T A L L E D L E N G T H ) 7 5 . 0 " X 4 5 . 0 " X 2 2 . 2 " ( 1 9 0 5 m m X 1 1 4 3 m m X 5 6 4 m m ) EN D C A P S T O R A G E 1 4 . 9 C U B I C F E E T ( 0 . 4 2 m ³ ) MI N I M U M I N S T A L L E D S T O R A G E * 4 5 . 1 C U B I C F E E T ( 1 . 2 8 m ³ ) WE I G H T 4 9 l b s . ( 2 2 . 2 k g ) *A S S U M E S 1 2 " ( 3 0 5 m m ) S T O N E A B O V E , 9 " ( 2 2 9 m m ) S T O N E F O U N D A T I O N , 6 " S P A C I N G B E T W E E N CH A M B E R S , 6 " ( 1 5 2 m m ) S T O N E P E R I M E T E R I N F R O N T O F E N D C A P S A N D 4 0 % S T O N E P O R O S I T Y MC - 3 5 0 0 T E C H N I C A L S P E C I F I C A T I O N NT S 90 . 0 " ( 2 2 8 6 m m ) AC T U A L L E N G T H 86 . 0 " ( 2 1 8 4 m m ) IN S T A L L E D BU I L D R O W I N T H I S D I R E C T I O N NO T E : A L L D I M E N S I O N S A R E N O M I N A L LO W E R J O I N T CO R R U G A T I O N WE B CR E S T CR E S T ST I F F E N I N G R I B VA L L E Y ST I F F E N I N G R I B B C 75 . 0 " (1 9 0 5 m m ) 45 . 0 " (1 1 4 3 m m ) 25 . 7 " (6 5 3 m m ) FO O T 77 . 0 " (1 9 5 6 m m ) 45 . 0 " (1 1 4 3 m m ) ST U B S A T B O T T O M O F E N D C A P F O R P A R T N U M B E R S E N D I N G W I T H " B " ST U B S A T T O P O F E N D C A P F O R P A R T N U M B E R S E N D I N G W I T H " T " EN D C A P S W I T H A W E L D E D C R O W N P L A T E E N D W I T H " C " EN D C A P S W I T H A P R E F A B R I C A T E D W E L D E D S T U B E N D W I T H " W " UP P E R J O I N T C O R R U G A T I O N 22 . 2 " (5 6 4 m m ) IN S T A L L E D CU S T O M P R E C O R E D I N V E R T S A R E AV A I L A B L E U P O N R E Q U E S T . IN V E N T O R I E D M A N I F O L D S I N C L U D E 12 - 2 4 " ( 3 0 0 - 6 0 0 m m ) S I Z E O N S I Z E AN D 1 5 - 4 8 " ( 3 7 5 - 1 2 0 0 m m ) EC C E N T R I C M A N I F O L D S . C U S T O M IN V E R T L O C A T I O N S O N T H E M C - 3 5 0 0 EN D C A P C U T I N T H E F I E L D A R E N O T RE C O M M E N D E D F O R P I P E S I Z E S GR E A T E R T H A N 1 0 " ( 2 5 0 m m ) . T H E IN V E R T L O C A T I O N I N C O L U M N ' B ' AR E T H E H I G H E S T P O S S I B L E F O R TH E P I P E S I Z E . 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 DATE: DRAWN: CG PROJECT #: CHECKED: N/A THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 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ƒ      :    ƒ     1   ƒ      :    ƒ      1 %D V H P D S   8 6 * 6  1 D W L R Q D O  0 D S   2 U W K R L P D J H U \   ' D W D  U H I U H V K H G  2 F W R E H U      University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX E.2 NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATES NOAA Atlas 14, Volume 6, Version 2 Location name: Palm Desert, California, USA* Latitude: 33.7817°, Longitude: -116.3604° Elevation: 197.08 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sarah Dietz, Sarah Heim, Lillian Hiner, Kazungu Maitaria, Deborah Martin, Sandra Pavlovic, Ishani Roy, Carl Trypaluk, Dale Unruh, Fenglin Yan, Michael Yekta, Tan Zhao, Geoffrey Bonnin, Daniel Brewer, Li-Chuan Chen, Tye Parzybok, John Yarchoan NOAA, National Weather Service, Silver Spring, Maryland PF_tabular |PF_graphical |Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches) 1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-min 0.060 (0.050‑0.073) 0.092 (0.077‑0.112) 0.141 (0.117‑0.172) 0.187 (0.154‑0.230) 0.260 (0.207‑0.330) 0.324 (0.253‑0.421) 0.399 (0.303‑0.531) 0.487 (0.359‑0.666) 0.627 (0.443‑0.895) 0.758 (0.518‑1.12) 10-min 0.086 (0.072‑0.104) 0.132 (0.110‑0.161) 0.203 (0.168‑0.247) 0.268 (0.221‑0.329) 0.372 (0.296‑0.472) 0.465 (0.362‑0.603) 0.572 (0.435‑0.761) 0.698 (0.515‑0.955) 0.898 (0.636‑1.28) 1.09 (0.742‑1.61) 15-min 0.104 (0.087‑0.126) 0.160 (0.133‑0.194) 0.245 (0.204‑0.298) 0.324 (0.267‑0.398) 0.450 (0.358‑0.571) 0.562 (0.438‑0.729) 0.692 (0.525‑0.920) 0.844 (0.623‑1.16) 1.09 (0.769‑1.55) 1.31 (0.897‑1.94) 30-min 0.159 (0.133‑0.193) 0.244 (0.203‑0.296) 0.374 (0.311‑0.455) 0.495 (0.408‑0.608) 0.687 (0.546‑0.872) 0.858 (0.668‑1.11) 1.06 (0.802‑1.40) 1.29 (0.950‑1.76) 1.66 (1.17‑2.37) 2.00 (1.37‑2.96) 60-min 0.230 (0.192‑0.279) 0.354 (0.294‑0.429) 0.542 (0.450‑0.659) 0.717 (0.590‑0.880) 0.994 (0.791‑1.26) 1.24 (0.967‑1.61) 1.53 (1.16‑2.03) 1.86 (1.38‑2.55) 2.40 (1.70‑3.43) 2.90 (1.98‑4.29) 2-hr 0.327 (0.272‑0.396) 0.488 (0.406‑0.592) 0.728 (0.604‑0.886) 0.948 (0.780‑1.16) 1.29 (1.02‑1.63) 1.58 (1.23‑2.05) 1.92 (1.46‑2.55) 2.30 (1.70‑3.15) 2.89 (2.04‑4.12) 3.41 (2.33‑5.05) 3-hr 0.392 (0.327‑0.476) 0.581 (0.484‑0.705) 0.860 (0.714‑1.05) 1.11 (0.916‑1.37) 1.50 (1.19‑1.90) 1.83 (1.43‑2.38) 2.21 (1.68‑2.94) 2.63 (1.94‑3.60) 3.28 (2.32‑4.68) 3.85 (2.63‑5.69) 6-hr 0.529 (0.441‑0.641) 0.781 (0.650‑0.947) 1.15 (0.954‑1.40) 1.48 (1.22‑1.82) 1.98 (1.58‑2.52) 2.41 (1.88‑3.13) 2.89 (2.19‑3.84) 3.42 (2.53‑4.68) 4.23 (2.99‑6.04) 4.92 (3.36‑7.28) 12-hr 0.628 (0.524‑0.761) 0.946 (0.788‑1.15) 1.41 (1.17‑1.72) 1.83 (1.50‑2.24) 2.46 (1.96‑3.12) 3.00 (2.33‑3.89) 3.59 (2.73‑4.78) 4.27 (3.15‑5.84) 5.28 (3.74‑7.54) 6.15 (4.20‑9.09) 24-hr 0.739 (0.654‑0.852) 1.14 (1.01‑1.32) 1.73 (1.53‑2.00) 2.26 (1.97‑2.63) 3.05 (2.59‑3.68) 3.73 (3.10‑4.58) 4.49 (3.64‑5.64) 5.34 (4.21‑6.90) 6.62 (5.02‑8.90) 7.72 (5.66‑10.7) 2-day 0.818 (0.724‑0.943) 1.29 (1.14‑1.48) 1.96 (1.73‑2.27) 2.56 (2.24‑2.99) 3.46 (2.93‑4.16) 4.22 (3.50‑5.18) 5.05 (4.10‑6.36) 5.99 (4.72‑7.74) 7.38 (5.60‑9.93) 8.57 (6.28‑11.9) 3-day 0.859 (0.760‑0.990) 1.36 (1.20‑1.57) 2.08 (1.84‑2.41) 2.72 (2.38‑3.17) 3.67 (3.11‑4.42) 4.47 (3.71‑5.49) 5.35 (4.34‑6.73) 6.32 (4.99‑8.17) 7.78 (5.90‑10.5) 9.01 (6.61‑12.5) 4-day 0.891 (0.789‑1.03) 1.41 (1.25‑1.63) 2.17 (1.92‑2.51) 2.84 (2.49‑3.31) 3.83 (3.25‑4.62) 4.67 (3.87‑5.73) 5.58 (4.53‑7.02) 6.60 (5.21‑8.53) 8.10 (6.14‑10.9) 9.38 (6.88‑13.0) 7-day 0.936 (0.828‑1.08) 1.50 (1.33‑1.73) 2.32 (2.05‑2.69) 3.05 (2.67‑3.56) 4.12 (3.49‑4.96) 5.01 (4.16‑6.16) 5.99 (4.86‑7.53) 7.07 (5.58‑9.13) 8.65 (6.56‑11.6) 9.99 (7.33‑13.9) 10-day 0.968 (0.857‑1.12) 1.57 (1.39‑1.81) 2.44 (2.15‑2.82) 3.20 (2.80‑3.73) 4.34 (3.67‑5.22) 5.28 (4.39‑6.49) 6.31 (5.12‑7.94) 7.45 (5.88‑9.62) 9.12 (6.91‑12.3) 10.5 (7.71‑14.6) 20-day 1.02 (0.906‑1.18) 1.69 (1.49‑1.95) 2.65 (2.34‑3.07) 3.51 (3.07‑4.10) 4.79 (4.06‑5.77) 5.86 (4.87‑7.21) 7.03 (5.70‑8.84) 8.31 (6.56‑10.7) 10.2 (7.71‑13.7) 11.7 (8.59‑16.3) 30-day 1.11 (0.982‑1.28) 1.84 (1.63‑2.13) 2.93 (2.58‑3.39) 3.90 (3.41‑4.55) 5.36 (4.54‑6.46) 6.58 (5.46‑8.09) 7.90 (6.41‑9.94) 9.35 (7.38‑12.1) 11.5 (8.69‑15.4) 13.2 (9.68‑18.4) 45-day 1.18 (1.05‑1.36) 1.99 (1.76‑2.29) 3.19 (2.81‑3.69) 4.28 (3.74‑4.99) 5.93 (5.03‑7.15) 7.33 (6.09‑9.01) 8.84 (7.17‑11.1) 10.5 (8.28‑13.6) 12.9 (9.77‑17.3) 14.8 (10.9‑20.7) 60-day 1.25 (1.11‑1.45) 2.13 (1.88‑2.45) 3.45 (3.04‑3.99) 4.65 (4.07‑5.43) 6.48 (5.49‑7.81) 8.04 (6.68‑9.88) 9.74 (7.90‑12.3) 11.6 (9.14‑15.0) 14.2 (10.8‑19.2) 16.4 (12.1‑22.9) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical 1.53 2.21 2.89 4.49 Back to Top Maps & aerials Small scale terrain Large scale terrain Large scale map Large scale aerial + – 3km 2mi + – 100km 60mi + – 100km 60mi Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?:HDSC.Questions@noaa.gov Disclaimer + – 100km 60mi University Medical Office Park Michael Baker International Preliminary Hydrology Report APPENDIX F RCFC&WCD HYDROLOGY MANUAL PLATES E-6.1-6.3 RUNOFF INDEX NUMBERS OF HYDROLOGIC SOIL -COVER COMPLEXES FOR PERVIOUS AREAS -AMC II Cover Type (3) Quality of Soil Group A B I C D Cover (2) NATURAL COVERS - Barren 78 86 91 93 (Rockland, eroded and graded land) Chaparrel, Broadleaf Poor 53 70 80 85 (Manzonita, ceanothus and scrub oak) Fair 40 63 75 81 Good 31 57 71 78 Chaparrel, Narrowleaf Poor 71 82 88 91 (Chamise and redshank) Fair 55 72 81 86 Grass, Annual or Perennial Poor 67 78 86 89 Fair 50 69 79 84 Good 38 61 74 80 Meadows or Cienegas Poor 63 77 85 88 (Areas with seasonally high water table, Fair 51 70 80 84 principal vegetation is sod forming grass) Good 30 58 72 78 Open Brush Poor 62 76 84 88 (Soft wood shrubs - buckwheat, sage, etc.) Fair 46 66 77 83 Good 41 63 75 81 Woodland Poor 45 66 77 83 (Coniferous or broadleaf trees predominate. Fair 36 60 73 79 Canopy density is at least 50 percent) Good 28 55 70 77 Woodland, Grass Poor 57 73 82 86 (Coniferous or broadleaf trees with canopy Fair 44 65 77 82 density from 20 to 50 percent) Good 33 58 72 79 URBAN COVERS - Residential or Commercial Landscaping Good 32 56 69 75 (Lawn, shrubs, etc.) Turf Poor 58 74 83 87 (Irrigated and mowed grass) Fair 44 65 77 82 Good 33 58 72 79 AGRICULTURAL COVERS - Fallow 76 85 90 92 (Land plowed but not tilled or seeded) R C F C IkW C D RUNOFF INDEX NUMBERS rJYDROLO Y 1\/JA NUAL FOR PERVIOUS AREAS PLATE E-6.1 (1 of 2) RUNOFF INDEX NUMBERS OF HYDROLOGIC SOIL -COVER COMPLEXES FOR PERVIOUS AREAS -AMC II Quality of Soil Group Cover Type (3) Cover (2) A B C D AGRICULTURAL COVERS (cont.) - Legumes, Close Seeded Poor 66 77 85 89 (Alfalfa, sweetclover, timothy, etc.) Good 58 72 81 85 Orchards, Deciduous See Note 4 (Apples, apricots, pears, walnuts, etc.) Orchards, Evergreen Poor 57 73 82 86 (Citrus, avocados, etc.) Fair 44 65 77 82 Good 33 58 72 79 Pasture, Dryland Poor 67 78 86 89 (Annual grasses) Fair 50 69 79 84 Good 38 61 74 80 Pasture, Irrigated Poor 58 74 83 87 (Legumes and perennial grass) Fair 44 65 77 82 Good 33 58 72 79 Row Crops Poor 72 81 88 91 (Field crops - tomatoes, sugar beets, etc.) Good 67 78 85 89 Small Grain Poor 65 76 84 88 (Wheat, oats, barley, etc.) Good 63 75 83 87 Vineyard See Note 4 Notes: 1. All runoff index (RI) numbers are for Antecedent Moisture Condition (AMC) II. 2. Quality of cover definitions: Poor -Heavily grazed or regularly burned areas. Less than 50 per- cent of the ground surface is protected by plant cover or brush and tree canopy. Fair -Moderate cover with 50 percent to 75 percent of the ground sur- face protected. Good -Heavy or dense cover with more than 75 percent of the ground surface protected. 3. See Plate C-2 for a detailed description of cover types. 4. Use runoff index numbers based on ground cover type. See discussion under "Cover Type Descriptions" on Plate C-2. 5. Reference Bibliography item 17. R C F C& W C D RUNOFF INDEX NUMBERS FOR J-J`lDRO! �JGY 1\/JANUAL PERVIOUS AREAS PLATE E-6.1 (2of 2) .7 4 32