Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
COLLEGE & TRILBY MULTIFAMILY COMMUNITY - PDP220009 - SUBMITTAL DOCUMENTS - ROUND 3 - RESPONSE TO STAFF REVIEW COMMENTS (5)
PRELIMINARY DRAINAGE REPORT FOR CORE SPACES (TRILBY & COLLEGE) Prepared For: Core Spaces 1647 N. MILWAUKEE AVE. CHICAGO, ILLNOIS 60647 Shannon Robbins (303) 704-9246 November 2nd 2022 Project No. 39737.03 Prepared By: JR Engineering, LLC 2900 South College Avenue, Suite 3D Fort Collins, CO 80525 Core Spaces Preliminary Drainage Report ii TABLE OF CONTENTS TABLE OF CONTENTS ......................................................................................................................... ii APPENDIX ..................................................................................................................................... iii Engineer’s Certification Block ........................................................................................................... iv GENERAL DESCRIPTION AND LOCATION ............................................................................................ 1 LOCATION ..................................................................................................................................... 1 DESCRIPTION OF PROPERTY .......................................................................................................... 1 MASTER DRAINAGE BASIN DESCRIPTION ....................................................................................... 2 FLOODPLAIN SUBMITTAL REQUIREMENTS ..................................................................................... 3 DRAINAGE BASINS AND SUB-BASINS ................................................................................................. 3 MAJOR BASINS AND SUB-BASINS ................................................................................................... 3 EXISTING SUB-BASIN DESCRIPTION ................................................................................................ 4 EXISTING OFFSITE DRAINAGE BASINS ............................................................................................ 5 PROPOSED SUB-BASINS DESCRIPTIONS ......................................................................................... 5 OFFSITE SUB-BASINS DESCRIPTIONS .............................................................................................. 9 PROJECT DESCRIPTION .................................................................................................................... 12 PROJECT DESCRIPTION ................................................................................................................ 12 PROPOSED DRAINAGE FACILITIES .................................................................................................... 12 GENERAL CONCEPT ..................................................................................................................... 12 WATER QUALITY/ DETENTION FACILITIES .................................................................................... 13 LOW IMPACT DEVELOPMENT ...................................................................................................... 13 DRAINAGE DESIGN CRITERIA ........................................................................................................... 14 REGULATIONS ............................................................................................................................. 14 FOUR STEP PROCESS TO PROTECT RECEIVING WATERS ............................................................... 14 DEVELOPMENT CRITERIA REFERENCE AND CONSTRAINTS ........................................................... 16 HYDROLOGIC CRITERIA ................................................................................................................ 18 HYDRAULIC CRITERIA ................................................................................................................... 18 FLOODPLAIN REGULATIONS COMPLIANCE ................................................................................... 19 MODIFICATIONS OF CRITERIA ...................................................................................................... 19 EROSION CONTROL ..................................................................................................................... 19 COMPLIANCE WITH STANDARDS ................................................................................................. 19 DRAINAGE CONCEPT ................................................................................................................... 19 REFERENCES .................................................................................................................................... 20 Core Spaces Preliminary Drainage Report iii APPENDIX Appendix A – Figures Appendix B – Hydrologic Calculations Appendix C – Hydraulic Calculations Appendix D – Water Quality Calculations Appendix E – Reference Appendix F – Maps Appendix G – LID Exhibit Core Spaces Preliminary Drainage Report iv Engineer’s Certification Block I hereby attest that this report for the final drainage design for the CORE SPACES (TRILBY & COLLEGE) was prepared by me or under my direct supervision, in accordance with the provisions of the Fort Collins Stormwater Criteria Manual. I understand that the City of Fort Collins does not and will not assume liability for drainage facilities designed by others. Timothy J Halopoff , PE Registered Professional Engineer State of Colorado No. 37953 Core Spaces Preliminary Drainage Report 1 GENERAL DESCRIPTION AND LOCATION LOCATION The site is located in The Southeast Quarter of Section 11, Township 6 North, Range 69 West of the 6th P.M. in the City of Fort Collins, Larimer County, Colorado. More specifically, the site is a 39.1803 acre property that is currently undeveloped. The site borders College Ave to the East, to the South the Site Borders Trilby Road, South Gate Church and a right in and right out with access to Ziggy’s Coffee. To the west the site borders a detention pond that controls runoff for the First Free Will Baptist Church, the Skyview South Fist Filing Subdivision and a social services organization owned by Foothills Gateway Inc. To the north the site borders Hazel Self Storage, two current vacant parcels of land and a portion of Skyview Drive. DESCRIPTION OF PROPERTY The site generally drains west to east at a 10% to 4% slope. The majority of the site is undeveloped and has several existing farm buildings scattered throughout the site. Two existing culverts drain from the site east under College Avenue. The two existing culverts cross under College Avenue along the eastern boundary of the subject property. The two crossings are identified as south and north. The north crossing is a 48” pipe that gets downsized to a 30” pipe downstream. The south crossing is a 24” pipe. College Avenue creates two inadvertent detention ponds on the subject property due to attenuation/ponding of storm runoff. The inverts of the culverts are such that standing water remains after rainfall events, creating wetland areas on the site. The site is located in the Fossil Creek Basin, specifically within the Stone Creek sub-Basin. The Stone Creek master drainage plans identify these two inadvertent detention areas and specify that these be preserved with the future development of the site. The North Loudon Ditch and Reservoir Company has a 30” gravity irrigation line that goes through the site adjacent and along the northern boundary of the site. The site currently has a small shed and gravel access road; the majority of the site is primarily vacant with native grass. The Natural Resources Conservation Service (NRCS) soil survey shows that the approx. half of the soils on site are composed of type B soils, which have a mild infiltration and runoff rate. The remaining site is made up of Type C and D soils, which are characterized by a lower infiltration rate and corresponding higher runoff rates. For additional information, refer to the NRCS soil map within Appendix A of this report. Core Spaces Preliminary Drainage Report 2 MASTER DRAINAGE BASIN DESCRIPTION The site is located in the Fossil Creek Basin, specifically within the Stone Creek sub-Basin. The Stone Creek Basin - Selected Plan of Improvements", Icon, September 2018 calls out two areas for on-site water quality and detention. The Stone Creek master plan specifies that a smaller pond be built near the existing right in and right out by Ziggy’s Coffee and College Ave. Currently, that site drains through a 24” RCP and outfalls across College. The smaller pond will have a riprap-lined overflow channel that will outfall north into the larger pond. The City of Fort Collins has two options for detaining runoff on the site.Option A – construct an overflow channel between the two detention ponds and upsized the northern 30” pipe downstream of the 48” outfall to a 48” pipe. This option significantly increases the allowed release rate on-site and lowers the required detention volume.Option B –the on-site overflow channel is not built/ or built, and the existing 30” RCP storm pipe is not upsized. With each option, it is required the proposed project will need to be in continuity with the City’s EPA SWMM model, and the peak release rate for either option is to not be exceeded. Wilson and Company is currently working on the capital improvements for the College and Trilby intersection, the City’s SWMM model, and is working on modifying the design recommendations called out in the 2018 Strone Creek Master Plan by Icon Engineering to treat and detain storm water for the College and Trilby intersection improvements. JR Engineering has incorporated the drainage improvement from College and Trilby into the site for by following the general recommendations from the Wilson and Company’s design and the 2018 Stone Creek Master Plan. JR engineering is proposing the that smaller pond will be a water quality pond and where an overflow channel will be built, and the runoff will be detained in the larger pond, but the 30” RCP will not be upsized to a 48” RCP. Currently, the site is zoned as general commercial, but the site will be re- purposed as medium density mixed-use neighborhood district. The North Loudon Ditch that goes along the northern portion of the site is not anticipated to influence the drainage on site since it is currently piped in a 30” RCP gravity line throughout the site. Core Spaces Preliminary Drainage Report 3 FLOODPLAIN SUBMITTAL REQUIREMENTS The site is on FEMA FIRM panels 08069C1200F and 08069C1000F. The flood map for this location has a status of "not printed". This means that the entire area of the panel is in a single flood zone, so FEMA chose to economize and not create a printable image for this location. The site lies within FEMA Zone X, areas which are determined to be outside the 0.2% annual chance floodplain. The site is not located within a FEMA regulated floodplain, as shown in Appendix A in the FEMA attachments. The site is also not located in the City’s of Fort Collins Floodplain, as shown in Appendix A in the City of Fort Collins Flood map. DRAINAGE BASINS AND SUB-BASINS MAJOR BASINS AND SUB-BASINS The Core Spaces site is 39.1803 acres; the site will be developed into multi-family residential community with a recreation facility and will include onsite and offsite detention. The site is located in the Fossil Creek basin. The Fossil Creek drainage basin extends along the south end of Fort Collins, from the foothills across Interstate 25 past CR 5. It encompasses 32 square miles in the City of Fort Collins and Larimer County. More specifically, the site is in the Stone Creek sub-basin of the Fossil Creek Tributary. Core Spaces Preliminary Drainage Report 4 EXISTING SUB-BASIN DESCRIPTION The existing site’s hydrology was modeled within the 2018 Stone Creek basin master plan. EPA SWMM was used to model the hydrology of the site. Currently, the city has accepted an updated hydrologic model for the stone creek master plan after some inaccuracies were found when Wilson and Company modeled the College and Trilby Capital Improvements for the site. The site is anticipated to be constructed after Capital improvements for the College and Trilby Intersection have been constructed. JR engineering is currently referencing the InterimSC_100Yearprop SWMM model. The following is a list of modification JR Engineering made to the April 2022 Proposed College and Trilby CIP SWMM Model SC 100YearPROP in EPA SWMM 5.1.015. 1.)Made basin B910 to be 20% impervious to represent the true interim condition as modeled in the 2022 Stone ___Creek existing corrective effective SWMM model i.e. SC_100YearCE. 2.)Made the orifice of P366-WQCVOrifice orifice smaller to drain the WQCV in approx. 40 hr for the interim …..undeveloped condition. 3.)Updated the interim stage storage for P366 and lowered the pond half a foot from 5019.50 to 5019.00 from __.Wilson and Company proposed grading. 4.)Raised the stage of the weir P366-EOS by 0.50 ft since the pond invert was lowered half a foot. 5.)Lowered junction J910 by 0.50 ft to 5017.00. 6.)Modified the grading / stage storage of P366 to fit and accommodate access to the Core Space Development at Trilby and College so that right of way can be dedicated for the right in right out with access to the site. This model includes the proposed drainage and storm system improvements, basin modifications, and increased imperviousness due to the College and Trilby intersection improvements, which are anticipated to be in place while the Core Spaces site at Trilby College is developed. Core Spaces Preliminary Drainage Report 5 EXISTING OFFSITE DRAINAGE BASINS Currently, the site collects offsite runoff from three locations: Runoff from the southern portion of West Trilby Road drains onto the site via a CMP FES that crosses trilby road and drains directly onto the site. Runoff from the Northern portion of Trilby Road drains onto the site via a grass swale in confluence with upstream runoff, as shown in the offsite SWMM Map by Wilson and Company within Appendix E. An existing drainage pan goes south to north in the backyards of Skyview South First Filing as shown in the Trilby College Ex-Drainage Exhibit in Appendix G. The runoff then goes off site to an adjacent swale along Gateway Center Drive. In the 100 year event, it’s anticipated that the runoff will overflow within the back of the yards. The estimated capacity of the existing drainage pan has been modeled in flow master and the capacity is shown within Appendix C of this report. PROPOSED SUB-BASINS DESCRIPTIONS Basin A1, 1.41 acres and 13% impervious this basin is composed of open space a proposed walk and a swale where runoff will be conveyed to design point 1a where it will drain onto Rover Way via a chase drain. Basin A2, 1.78 acres and 52% impervious this basin is composed of multi-family residential units and an alley. The runoff from this basin will be conveyed to an inlet at design point 2a. Basin A3, 0.31 acres and 70% impervious this basin is composed of multi-family residential units, onsite parking, and alley access. The runoff from this basin will be conveyed to a sump inlet at design point 3a. Basin A4, 1.63 acres and 49.1% impervious this basin is composed of multi-family duplex residential units, paved walk and paved driveways a residential local street Rover Way. The runoff from this basin goes to design point 4a at an on-grade inlet. Core Spaces Preliminary Drainage Report 6 Basin A5, 0.42 acres and 59% impervious this basin is composed of a local residential street, paved walk, and paved driveways. The runoff from this basin goes to design point 5a at an on-grade inlet. Basin A6, 0.75 acres and 69% impervious this basin is composed of a collector Street Mars, paved walk, multi-family residential units. The runoff from this basin goes to an on-grade inlet at design point 6a. Basin A7, 0.44 acres and 78% impervious this basin is composed of a collector street Mars, paved walk. The runoff from this basin goes to an on-grade inlet at design point 7a. Basin A8, 1.23 acres and 65% impervious this basis is composed of a collector street Mars, paved walk, and multi-family residential units. The runoff from this basin goes to an on-grade inlet at design point 8a. Basin A9, 0.21 acres and 71% impervious this basin is composed of a collector street Mars, paved walk, and paved driveways. The runoff from this basin goes to an on-grade inlet at design point 9a. Basin A10, 0.18 acres and 63% impervious this basin is composed of a collector street Mars, paved walk. The runoff from this basin goes to an on-grade inlet at design point 10a. Basin B1, 0.63 acres and 77% impervious this basin is composed of a residential alley, multi-family residential units, and paved driveways. The runoff from this basin drains to design point 1b at a sump inlet. Basin B2, 0.74 acres and 13% impervious this basin is composed of open space and a side swale that runs adjacent to the property line. The runoff from this basin drain into a type D sump inlet at design point 3.3 in confluence with upstream runoff from the capital improvements of Trilby College. Core Spaces Preliminary Drainage Report 7 Basin C1, 4.43 acres and 44% impervious this basin is composed of residential duplex units, paved walk and paved driveways and a local residential street. The runoff from this basin drains into an on-grade inlet at design point 1C. Basin C2, 1.09 acres and 57% impervious this basin is composed of paved walk and paved and a local residential street. The runoff from this basin drains into an on-grade inlet a design point 2C. Basin C3, 1.81 acres and 80% impervious this basin composed of paved driveways, a paved local residential alley, onsite park spaces, and multi-family residential units. The runoff from this basin drains into an on-grade inlet at design point 3a. Basin C4, 2.74 acres and 54% impervious this basin is composed of residential multi-family units, walks, and a local collector Mars Drive. Runoff from this basin drains to a sump inlet at design point 4c. Basin C5, 1.33 acres and 64% impervious this basin is composed of residential multi-family units, walk, and a local collector Mars Drive. Runoff from this basin drains to a sump inlet at design point 5c. Basin D1, 0.29 acres and 82% impervious this basin is composed a local residential street and paved walk. The runoff from this basin drains to a sump inlet at design point d1. Basin D2, 0.5 acres and 67% impervious this basin is comprised of a local residential street and paved walk. The runoff from this basin drains to a sump inlet at design point d2. Basin E1, 1.32 acres and 90% impervious this basin will be purposed for a recreation center. The runoff for this basin will be treated for water quality in pond P366. Basin F1, 0.48 acres and 56% impervious this basin is composed of a residential alley with a hammerhead, a concrete walk, paved concrete driveways, and residential multi-family units. Core Spaces Preliminary Drainage Report 8 Basin OF1, 0.22 acres and 13% impervious this basin is composed of an overflow swale that captures runoff from Skyview South, First Filing. Runoff in the overflow swale is routed to detention pond P363. Basin OF2, 0.58 acres and 22% impervious this basin is composed of an overflow swale that captures runoff from Skyview South, Fist Filing. Runoff in the overflow swale is routed to the regional detention pond P363. Basin G1, 1.04 acres and 78% impervious, is composed of a residential alley, paved walk, paved driveways and multi-family residential units. The runoff from this basin drains to an on grade inlet within the alley at design point 1g. Basin G2, 0.62 acres and 82% impervious this basin is composed of a residential alley, paved driveways, multi-family residential units. The runoff from this basin drains to an on-grade inlet at design point 2.0. Basin G3, 1.06 acres and 52% impervious this basin is composed of walks and residential units. The runoff from this basin drains to a series of inlet represented by design point 4g. Basin G4, 0.77 acres and 83% impervious this basin is composed of a residential alleys, paved driveways and multi-family residential units. The runoff from this basin drains to a sump inlet at design point 4g. Basin G5, 1.23 acres and 31% impervious this basin is composed of multi-family residential units, a walk with access to the back of the units. Runoff from this basin drains directly into the overflow channel between Pond P366 and Pond P363. The runoff from basin G5 is treated for water quality in pond P363 and is detained in the 100-year event. Basin H1, 5.92 acres and 6% impervious this basin is composed of the detention facility P363 for the site. Runoff from this basin drains and is released to an outlet structure where to goes to directly east of the site under College Ave to the Prairie Dog Meadows Natural Area. Core Spaces Preliminary Drainage Report 9 OFFSITE SUB-BASINS DESCRIPTIONS The offsite basins are shown in Appendix E and some additional offsite basins have been broken up and are now shown in Appendix F, as shown within the proposed drainage map. The offsite basins are part of Stone Creek master plan and have recently been modified to conform to the Stone Creek basin plan. The offsite basins B930, B840, B930 have been modified to conform to the proposed sites grading and observed offsite drainage patterns. In addition, since B910B was part of the Trilby frontage and part of the existing site this basin was modified to and basins OS,OS2 and OS3 have been added to the frontage on Trilby Ave. The updated basins and delineations are shown in the proposed drainage map in Appendix F of this report. Basin OS1, 0.84 acres and 87.4% impervious this basin is composed the intersection of Mars Drive and West Trilby Road. Runoff from the intersection drains to an on grade inlet where it is piped and treated in a water quality pond P366, from then on the runoff is piped to the detention facility P363. Basin OS2, 1.94 acres 44.2% impervious this basin is composed the northern portion of West Trilby road, runoff from this basin drains into a roadside swale. The runoff drains to an inlet and is piped and treated in a water quality pond P366, from then on the runoff goes into a channel where it outfalls to the detention facility P363. Basin OS3, 0.30 acres and 73.2% impervious this basin is composed the sourth portion of West Trilby Road and receives runoff up to a type D that captures runoff from West Trilby road and Ridgewood Filing 1. The runoff drains to type D inlet from the CIP projectand is piped and treated in a water quality pond P366. From then on the runoff goes into a channel where it outfalls to the detention facility P363. Basin OS4, 2.12 acres and 76% impervious this basin is composed of the western side of South College Ave and includes the ROW improvements associated with the College and Trilby project. Core Spaces Preliminary Drainage Report 10 The runoff from this basin is undetained and goes into a 10’ type R inlet where it is piped under College Ave and outfalls to the prairie dog meadows natural area. Basin B770A, 0.36 acres and 100.0% impervious this basin is composed the southern portion of East Trilby road and the College and Trilby intersection. Runoff from this basin drains to an on- grade type R inlet. Runoff is then piped to the water quality pond P366, and from there on the runoff is routed in the overflow channel to the detention pond P363. Basin B770B, 1.52 acres 89.0% impervious this basin is composed the eastern portion of south College Ave east of Trilby road. Runoff from this basin drains to an on-grade type R inlet. Basin B900A, 0.48 acres and 95.0% impervious this basin is composed of east Trilby Road. Runoff from this basin drains to an on-grade type R-inlet; runoff is then piped to the water quality pond P366, and from there on, the runoff is routed in the overflow channel and outlet structure to the detention pond P363. Basin B900B, 0.56 acres and 100.0% Impervious this basin is composed of the eastern portion of south College Ave north of the College and Trilby intersection. Runoff from this basin drains to an on-grade type R-Inlet, the runoff is piped to the water quality pond P366, and from there on the runoff is routed in the overflow channel and outlet structure to detention pond P363. Basin B910C, 1.34 acres and 90.0% this basin is composed of the northwestern quadrant of the College and Trilby intersection. Runoff from this basin drains to an on-grade type-R inlet the runoff is piped to the water quality pond P366, and from there on the runoff is routed in the overflow channel and outlet structure to detention pond P363. Basin B920C, 1.71 acres and 66.0% impervious this basin is composed of commercial development, the College and Trilby intersection and is situated on the southwest quadrant of the College and Trilby intersection. Runoff from this basin drains to an on-grade type R-Inlet; runoff is piped to the water quality pond P366, and from there on the runoff is routed in the overflow channel and outlet structure to detention pond P363. Core Spaces Preliminary Drainage Report 11 Basin B910D, 0.46 acres and 100.0% impervious this basin is composed of the right in and right for Ziggy’s Coffee. Runoff from this basin drains to an on-grade type R inlet; runoff is then piped to the water quality pond P366, and from there on the runoff is routed in the overflow channel and outlet structure to detention pond P363. Basin B920A, 3.82 acres and 20.0% impervious this basin is composed of the southern portion of West Trilby road. Runoff from this basin drains within a swale to a sump inlet; runoff is then piped to the water quality P366, and from there on, the runoff is routed in the overflow channel and outlet structure to detention pond P363. Basin B920B, 0.99 acres and 63.0% impervious this basin is composed of the southern portion of West Trilby Ave. The runoff from this basin is conveyed within a swale to a sump inlet; runoff is then piped to the water quality pond P366, and from there on the runoff is routed in the overflow channel and outlet structure to detention pond P363. Basin B910A, 3.06 acres and 74% impervious this basin is composed of Southgate Church and Ziggy’s Coffee. This basin drains to a detention pond situated near the northwest corner of the basin and ultimately passes through pond P366 and pond P363. B830, 5.26 acres and 40% impervious; this basin is composed of Skyview South First Filing. The runoff from this basin drains into a pan along site the eastern portion of the back of lots within the subdivision. The runoff from this pan will overtop and go into an adjacent swale in the 100 year event where the runoff will be detained in pond P363. This basin was modified from the current corrective effective model, since off site runoff from this basin is left untreated and drains under a culvert as shown in the First Free Will Baptist Church drainage Map in Appendix E. The Core Spaces Preliminary Drainage Report 12 B840 13.14 acres and 45 % impervious; this basin is composed of Skyview South First Filing. The runoff from this basin drains into a pan along site the eastern portion of the back of lots within the subdivision. The runoff from this pan will overtop and go into an adjacent swale, where the runoff will be detained in detention pond P363. B930 5.26 acres and 40 % impervious; this basin is composed of the First Will Baptist Church at 320 W Trilby Road. Runoff from this basin is detained in detention pond P930. Runoff from this basin is released is ultimately is treated for water quality within pond P366 and is detained within pond 363. For additional information on offsite, drainage basins and ponds in series refer to the Wilson and Company Stone Creek Proposed Conditions SWMM Schematic area of College and Trilby Intersection Enhancements Storm System dated 3-25-22 within Appendix E. PROJECT DESCRIPTION PROJECT DESCRIPTION Core Spaces is a residential multi-family development that will consist of a recreation center, alleys, local and collector roadways. The Core Spaces site will hold detention and water quality for the College and Trilby improvements in continuity with the Stone Creek Master Plan. PROPOSED DRAINAGE FACILITIES GENERAL CONCEPT The proposed improvements to the Trilby and College site will result in the developed condition being treated for water quality and detained. Low-impact development best management practices are proposed to improve the quality of runoff and aid in reducing peak flows. Specifically, ADS isolator rows are proposed near the central portion of the site to treat and provide water quality for the majority of the development. The remaining portion of the development will be treated for water quality in the smaller water quality pond along with tributary area from the capital improvements to the Trilby and College intersection. Core Spaces Preliminary Drainage Report 13 Runoff from the site is captured in inlets located in the alleys, and grate inlet along the curb and gutter. Runoff is conveyed in storm sewers, along curb and gutter, and via surface flow to the detention facility. Secondly, surface overflow paths will be provided, such that the 100-year storm flows remain at least one foot below the finished floor elevation at time of the final drainage report. WATER QUALITY/ DETENTION FACILITIES The majority of the water quality is treated within the onsite ADS isolator rows directly adjacent to pond P363. The remaining water quality within the site will be treated in tangent with water quality pond P366 that is tributary to the College and Trilby Capital improvements. LOW IMPACT DEVELOPMENT A minimum of 75 percent of new impervious surface area is treated by a Low-Impact Development (LID) best management practice (BMP) in accordance with City criteria. An illustrative LID/ Surface Map is provided in Appendix G, and the sizing of the LID methods is provided in Appendix D. Core Spaces Preliminary Drainage Report 14 DRAINAGE DESIGN CRITERIA REGULATIONS This report was prepared to meet or exceed the City of Fort Collins stormwater criteria. The City of Fort Collins Stormwater Criteria Manual (dated 2018)(FCSCM) and the Urban Drainage Flood Control District’s (UDFCD) Drainage Criteria Manual (USDCM) Volumes 1, 2 and 3 were referenced as guidelines for this design. FOUR STEP PROCESS TO PROTECT RECEIVING WATERS City of Fort Collins requires the Four Step Process to protect receiving waters. The four step process incorporates reducing runoff volume, treating water quality capture volume, stabilizing streams, and implementing long-term source controls. Volume reduction is an important part of the Four Step Process and is fundamental to effective stormwater management. Per City criteria, a minimum of 75 percent of new impervious surface area must be treated by a Low-Impact Development (LID) best management practice (BMP). The site incorporates an underground ADS isolator rows, a rain garden and a water quality pond designed to capture and treat at least 75% of the site’s water quality capture volume. The isolator rows need to be properly cleaned and maintained to allow for long-term protection of the receiving waters. The proposed LID BMPs will have the effect of slowing runoff through the site lot and increasing infiltration and rainfall interception by encouraging infiltration and careful selection of vegetative cover. The dog park will have a waste station, crusher fines and an underdrain system to provide infiltration so that in a water quality event a media of crusher fines with the underdrain system will effectively improve water quality. The water quality for the dog park will ultimately be treated in the ADS isolator rows. The improvements will decrease the runoff coefficient from the site and are expected to have no adverse impact on the timing, quantity, or quality of stormwater runoff. The majority of the new impervious area is treated by the proposed isolator rows in the mid-eastern portion of the site. The remained of the site is treated within water quality pond P366, as illustrated in the LID/Surface Map is provided in Appendix G. Core Spaces Preliminary Drainage Report 15 Step 1 – Employ Runoff Reduction Practices All of the developed runoff through the site will be routed through the onsite detention pond at pond P363. The detention pond will restrict the flow rate of stormwater leaving the site and reduce the impact on downstream drainage areas. Additionally, the design will allow for greater that 75% of the project’s added impervious area to be routed through an approved LID water quality treatment train. The onsite water quality BMPs incudes a raingarden, water quality pond, and underground ADS StormTech isolator rows for water quality. Step 2 – Implement BMPS that Provide a Water Quality Capture Volume The site incorporates an underground ADS isolator rows, a rain garden and a water quality pond designed to capture and treat at least 75% of the site’s water quality capture volume. The isolator rows need to be properly cleaned and maintained to allow for long-term protection of the receiving waters. The proposed LID BMPs will have the effect of slowing runoff through the site lot and increasing infiltration and rainfall interception by encouraging infiltration and careful selection of vegetative cover. Step 3 –Stabilize Drainageways The stormwater improvements at Core Spaces at Trilby College improves the existing condition by eliminating flows overtopping College Ave at Pond P363 and at Pond P363. Step 4 – Implement site specific and other source control BMPs The dog park will have a waste station, crusher fines, and an underdrain system to provide infiltration so that in a water quality event a media of crusher fines with the underdrain system will effectively improve water quality, before ultimately treated in the underground ADS StormTech isolator rows. An erosion control plan and Stormwater Management Plan will be implemented to prevent erosion and control sediment on the project site and downstream drainage ways during and after construction. Core Spaces Preliminary Drainage Report 16 DEVELOPMENT CRITERIA REFERENCE AND CONSTRAINTS The master drainage report for the Stone Creek Drainage Basin was prepared by ICON Engineering, Inc. City of Fort Collins Stone Creek Basin Selected Plan of Improvements; Icon Engineering, Inc., October 2018. JR Engineering is following the general recommendations. The City of Fort Collins College and Trilby intersection improvements plans are directly tributary to the site. The College and Trilby intersection improvement plan is being developed and the Stone Creek basin master plan has been modified in a memorandum from Wilson and Company data 4/2022 that has been approved by the City of Fort Collins. JR Engineering has incorporated the drainage improvement from College and Trilby into the site by incorporating the site into the Wilson and Company’s design and the 2018 Stone Creek Master Plan (the SC_100Yearprop SWMM model). JR engineering is proposing that the smaller pond P366 be utilized as a water quality pond and where an overflow channel will be built and the runoff will be detained in the larger pond. The 30” RCP under College Avenue directly adjacent to pond P363 will not be upsized to a 48” RCP per option B of the Stone Creek basin master plan. At time of final design, calculations will be added to shown what height the restrictor plate for pond P363 will need to be placed at so that the 30” RCP downstream is not surcharged. The stormwater improvements at Core Spaces at Trilby College improves the existing condition by eliminating flows overtopping College Ave at Pond P363 by adding additional volume to the detention pond and overflow onto College Avenue from pond P366 as modeled in the corrective effective Stone Creek Model updated by Wilson and Company dated April 2022. Core Spaces Preliminary Drainage Report 17 Table 1, as shown below, shows the 100-year volume, and 100 year WSELV. Table 2 shows the max release rate(s) for the detention for the facilities on site. Table 3 shows the approx. onsite pond drain times modeled within SWMM. Table 1: Pond Volumes Pond ID 100-YR_Vol. (Acre-Ft) 100-YR WSELV PEAK_POND RELEASE (CFS) P363 11.00 5006.16 52.16 P366 1.39 5024.69 118.72 Table 2: 100 YR Release Rates Description Link ID Release Rate (CFS) Total outflow from pond P366. Includes 30 inch RCP, and runoff from channel. P366_Overflow_Channel 118.68 Runoff over Weir in Pond P366 Weir_P366 70.46 Runoff Through WQ Orifice and outlet pipe P366_WQCVOrifice_and_outlet_pipe 49.87 Total outflow from Pond P363. in 48” RCP w/ a restrictor plate P363Outlet 52.16 Table 3: Approx. Drain Times Description 5 –Year Drain Time (hrs.)100 –Year Drain Time (hrs.) P366 57 73 P363 55 70 Core Spaces Preliminary Drainage Report 18 HYDROLOGIC CRITERIA Weighted percent imperviousness were calculated for each basin using the Fort Collins Stormwater Criteria Manual Table 3.2-2 for each basin. EPA SWMM version 5.2 was used to model the runoff for the site since the corresponding tributary area of the site is over 20 acres, and there are multiple detention basins upstream of the site that are in series with one another. The City of Fort Collins area has rainfall depths associated with the table below as shown in Chapter 5 of the Fort Collins Stormwater Criteria Manual. The corresponding site and tributary area were modeled in SWMM for the 2-year storm and the 100-year storm and are shown within table 4.1-4 below. HYDRAULIC CRITERIA At time of the Final Plan (FP) StormCAD will be utilized to determine the hydraulic capacity of the storm sewer system on site. Additionally, hydraulic calculations for items such as; street capacity, inlet capacity, swales, channels and the emergency spillway will be provide within the Final Drainage Report. The emergency spillway will not see flows over-topping College Avenue unless the outlet structure is clogged. The pond has been graded in to attenuate and detain runoff and release into the 30” pipe. Core Spaces Preliminary Drainage Report 19 FLOODPLAIN REGULATIONS COMPLIANCE As previously stated, the site lies within FEMA Zone X, areas which are determined to be outside the 0.2% annual chance floodplain. The site is not located within a FEMA regulated floodplain, as shown in Appendix A in the FEMA attachments. The site is also not located in the City’s of Fort Collins Floodplain, as shown in Appendix A in the City of Fort Collins Flood map. MODIFICATIONS OF CRITERIA The site does not treat 100% of modified/ added impervious area. 92.2% of modified of added impervious area is treated for water quality. 8.76 acres of offsite impervious area is treated with the CIP improvements. This is to the lots directly facing the overflow channel, detention facility and the portion of the site with the trail in northwestern bump out of the site that connects to Skyway Drive. EROSION CONTROL A statement of compliance with Erosion Control Criteria and all Erosion Control Materials will be provided with the Final Drainage Report. CONCLUSIONS COMPLIANCE WITH STANDARDS The hydrologic and water quality calculations were performed using the required methods as outlined in the City of Fort Collins Stormwater Criteria Manual. The proposed drainage improvements meet or exceed the City’s requirements except for the detention requirement and recommendations set forth within the Stone Creek drainage master plan. DRAINAGE CONCEPT The proposed concept for the development of the Trilby College site involves surface flows and piping of developed condition and offsite flow to the water quality pond, an onsite water quality facility with ADS isolator rows, and the runoff for the site will be treated at detention facility P363 onsite. All the offsite flows will be conveyed through the site and directly released at a rate that has historically passed through the site. The existing conditions drainage patterns are maintained in the proposed. The proposed improvements will have no adverse impacts on the flow rate, character, or quality of runoff leaving the site. The proposed improvements will have no adverse impacts on adjacent properties. Core Spaces Preliminary Drainage Report 20 REFERENCES Fort Collins Stormwater Criteria Manual; City of Fort Collins, Colorado, December 2018. Urban Storm Drainage Criteria Manual (Volumes 1, 2, and 3); Urban Drainage and Flood Control District, June 2001. City of Fort Collins Stone Creek Basin Selected Plan of Improvements; Icon Engineering, Inc., October 2018 Stone Creek SWMM Modeling for the College and Trilby Intersection Enhancements Project; Wilson and Company, April 2022 Core Spaces Preliminary Drainage Report APPENDIX A – FIGURES A Westrian Company Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/30/2020 Page 1 of 4 44 8 2 7 0 0 44 8 2 8 0 0 44 8 2 9 0 0 44 8 3 0 0 0 44 8 3 1 0 0 44 8 3 2 0 0 44 8 3 3 0 0 44 8 3 4 0 0 44 8 3 5 0 0 44 8 2 7 0 0 44 8 2 8 0 0 44 8 2 9 0 0 44 8 3 0 0 0 44 8 3 1 0 0 44 8 3 2 0 0 44 8 3 3 0 0 44 8 3 4 0 0 44 8 3 5 0 0 493000 493100 493200 493300 493400 493500 493600 493000 493100 493200 493300 493400 493500 493600 40° 30' 9'' N 10 5 ° 5 ' 0 ' ' W 40° 30' 9'' N 10 5 ° 4 ' 3 0 ' ' W 40° 29' 38'' N 10 5 ° 5 ' 0 ' ' W 40° 29' 38'' N 10 5 ° 4 ' 3 0 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,640 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 15, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 11, 2018—Aug 12, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/30/2020 Page 2 of 4 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 35 Fort Collins loam, 0 to 3 percent slopes C 1.6 4.2% 36 Fort Collins loam, 3 to 5 percent slopes C 0.7 1.7% 54 Kim loam, 3 to 5 percent slopes B 11.2 28.8% 56 Kim-Thedalund loams, 3 to 15 percent slopes B 20.1 51.5% 63 Longmont clay, 0 to 3 percent slopes D 4.1 10.6% 65 Midway clay loam, 5 to 25 percent slopes D 1.2 3.0% 119 Wiley silt loam, 3 to 5 percent slopes B 0.1 0.1% Totals for Area of Interest 39.0 100.0% Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/30/2020 Page 3 of 4 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/30/2020 Page 4 of 4 9,028 1,504.7 FCMaps This map is a user generated static output from the City of Fort Collins FCMaps Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable.City of Fort Collins - GIS 1,143.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Feet1,143.00571.50 Notes Legend 6,859 FEMA Floodplain FEMA High Risk - Floodway FEMA High Risk - 100 Year FEMA Moderate Risk - 100 / 500 Year City Floodplains City High Risk - Floodway City High Risk - 100 Year City Moderate Risk - 100 Year City Limits Core Spaces Preliminary Drainage Report APPENDIX B – HYDROLOGIC CALCULATIONS Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.: Calculated By:ARJ Checked By:0 Date:10/27/22 A1 1.41 100%0.15 10.7%90%0.01 0.8%2%1.25 1.8%13.3% A2 1.78 100%0.48 27.2%90%0.47 24.0%2%0.82 0.9%52.1% A3 0.31 100%0.15 49.7%90%0.07 19.8%2%0.09 0.6%70.1% A4 1.63 100%0.47 29.0%90%0.34 19.0%2%0.81 1.0%49.1% A5 0.42 100%0.25 58.4%90%0.00 0.0%2%0.18 0.8%59.3% A6 0.75 100%0.36 47.4%90%0.18 21.4%2%0.22 0.6%69.4% A7 0.44 100%0.34 77.8%90%0.00 0.0%2%0.10 0.4%78.2% A8 1.23 100%0.42 34.6%90%0.40 29.2%2%0.40 0.7%64.5% A9 0.21 100%0.15 70.8%90%0.00 0.0%2%0.06 0.6%71.4% A10 0.18 100%0.11 62.5%90%0.00 0.0%2%0.07 0.8%63.2% B1 0.63 100%0.28 44.0%90%0.23 33.1%2%0.12 0.4%77.5% B2 0.74 100%0.08 11.4%90%0.00 0.0%2%0.66 1.8%13.1% C1 4.43 100%0.97 22.0%90%1.01 20.4%2%2.45 1.1%43.5% C2 1.09 100%0.61 55.7%90%0.00 0.0%2%0.48 0.9%56.6% C3 1.81 100%0.84 46.5%90%0.67 33.2%2%0.30 0.3%80.1% C4 2.74 100%0.92 33.7%90%0.58 19.1%2%1.23 0.9%53.7% C5 1.33 100%0.85 63.5%90%0.00 0.0%2%0.49 0.7%64.2% D1 0.29 100%0.24 82.1%90%0.00 0.0%2%0.05 0.4%82.5% D2 0.50 100%0.26 52.7%90%0.08 13.9%2%0.16 0.6%67.2% E1 1.32 100%1.19 90.0%90%0.00 0.0%2%0.13 0.2%90.2% E2 0.75 100%0.57 75.5%90%0.00 0.0%2%0.18 0.5%76.0% E3 0.78 100%0.04 4.8%90%0.00 0.0%2%0.74 1.9%6.7% F1 0.48 100%0.21 43.5%90%0.06 11.9%2%0.21 0.9%56.3% OF1 0.22 100%0.02 10.9%90%0.00 0.0%2%0.20 1.8%12.7% OF2 0.58 100%0.12 20.2%90%0.00 0.0%2%0.46 1.6%21.8% G1 1.04 100%0.52 49.7%90%0.35 30.3%2%0.17 0.3%80.4% G2 0.62 100%0.29 46.3%90%0.24 35.2%2%0.09 0.3%81.8% G3 1.06 100%0.16 15.5%90%0.42 35.8%2%0.47 0.9%52.2% G4 0.77 100%0.49 63.6%90%0.18 20.8%2%0.10 0.3%84.6% G5 1.23 100%0.08 6.6%90%0.32 23.4%2%0.83 1.3%31.4% H1 5.92 100%0.27 4.5%90%0.00 0.0%2%5.65 1.9%6.4% TOTAL 36.70 47.3% OS1 0.84 100%0.73 87.1%90%0.00 0.0%2%0.11 0.3%87.4% OS2 1.94 100%0.53 27.4%90%0.33 15.4%2%1.41 1.5%44.2% OS3 0.30 100%0.26 85.4%90%0.00 0.0%2%0.04 0.3%85.7% OS4 1.70 100%1.28 75.5%90%0.00 0.0%2%0.42 0.5%76.0% B830 7.64 45.0% B840 13.14 45.0% 39797.03 Weighted % Imp. Basins Total Weighted % Imp.Basin ID Total Area (ac) % Imp. Area (ac) Lawns % Imp. Area (ac)Weighted % Imp. Paved Roads and Walks Roofs Weighted % Imp. COMPOSITE % IMPERVIOUS CALCULATIONS % Imp. Area (ac) X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 1 of 1 10/31/2022 Tributary Area Width Slope % Imperv N-Imperv N-Perv Store Imperv.Dstore perv.Zero % imperv. Storage (max) Storage (min) Decay Rate Sub-basin A1 1.41 154.96 1.67%13.26%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A2 1.78 182.56 1.15%52.10%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A3 0.31 86.80 0.67%70.10%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A4 1.63 153.66 2.39%49.06%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A5 0.42 45.52 2.73%59.26%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A6 0.75 87.58 1.85%69.44%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A7 0.44 53.80 2.00%78.25%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A8 1.23 135.89 1.92%64.48%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A9 0.21 46.93 1.93%71.41%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A10 0.18 69.57 1.28%63.21%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 B1 0.63 145.00 2.83%77.45%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 B2 0.74 88.62 1.21%13.14%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 C1 4.43 184.58 1.04%43.54%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 C2 1.09 48.66 1.12%56.57%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 C3 1.81 91.03 0.97%80.05%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 C4 2.74 180.63 1.60%53.72%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 C5 1.33 78.00 1.43%64.20%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 D1 0.29 62.59 3.73%82.49%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 D2 0.50 106.33 3.69%67.21%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 E1 1.32 283.01 3.61%90.20%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 E2 0.75 104.77 1.82%75.98%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 E3 0.78 196.97 2.00%6.70%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 F1 0.48 146.19 3.13%56.29%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OF1 0.22 39.63 0.50%12.73%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OF2 0.58 23.70 0.50%21.75%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G1 1.04 79.09 1.68%80.38%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G2 0.62 80.59 2.81%81.78%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G3 1.06 156.91 2.88%52.21%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G4 0.77 78.02 2.38%84.64%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G5 1.23 129.81 2.41%31.39%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 H1 5.92 593.31 0.57%6.44%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OS1 0.84 72.10 2.21%87.37%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OS2 1.94 87.98 3.43%44.19%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OS3 0.30 33.82 4.12%85.71%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OS4 1.70 82.27 2.12%76.01%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 B830*7.64 298.46 1.51%45.00%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 B840*13.14 406.20 1.63%45.00%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 B930*5.26 7.69 3.00%40.00%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 Updated inputs for B830, B840 and B930 Basin inputs City of Fort Collins Default Inputs City of Fort Collins Horton inputs SWMM INPUTS X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 1 of 1 11/1/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.:39793.03 By:ARJ Volume=1/3 x Depth x (A+B+(A*B)^0.5)Checked By:0 A - Upper Surface Date:10/31/22 B - Lower Surface stagee Stage Elevation Stage Surface Area Stage Volume Cumulative Volume Cumulative Volume (square feet)(cubic feet)(cubic feet)(acre feet) 0.00 4998.90 0 0 0 0.00 0.10 4999.00 208 7 7 0.00 1.10 5000.00 20842 7,710 7,717 0.18 2.10 5001.00 55595 36,826 44,543 1.02 3.10 5002.00 73774 64,471 109,014 2.50 4.10 5003.00 82132 77,916 186,930 4.29 5.10 5004.00 88585 85,338 272,268 6.25 6.10 5005.00 95278 91,911 364,179 8.36 7.10 5006.00 102797 99,014 463,193 10.63 8.10 5007.00 110005 106,381 569,574 13.08 9.10 5008.00 117805 113,883 683,457 15.69 9.60 5008.5 121015 59,703 743,160 17.06 Volume (acre feet)Volume Water Surface Elevation Stage 2 year 0.81 5000.75 1.85 100-Year Detention 11.00 5006.16 7.26 POND VOLUME CALCULATIONS PROPOSED POND - P363 X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 1 of 2 10/31/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.39793.03 By:ARJ Checked By:0 Date:10/31/22 POND VOLUME CALCULATIONS 4995.00 4997.00 4999.00 5001.00 5003.00 5005.00 5007.00 5009.00 5011.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 El e v a t i o n ( f t ) Pond Volume (ac-ft) Pond Stage-Storage X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 2 of 2 10/31/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.:39793.03 By:ARJ Volume=1/3 x Depth x (A+B+(A*B)^0.5)Checked By:0 A - Upper Surface Date:10/31/22 B - Lower Surface Stage Stage Elevation Stage Surface Area Stage Volume Cumulative Volume Cumulative Volume (square feet)(cubic feet)(cubic feet)(acre feet) 0.00 5019.00 0.00 0 0 0.00 0.50 5019.50 698.11 116 116 0.00 1.00 5020.00 3232.39 905 1,021 0.02 1.50 5020.50 6405.66 2,365 3,386 0.08 2.00 5021.00 9190.64 3,878 7,264 0.17 2.50 5021.50 11065.85 5,057 12,321 0.28 3.00 5022.00 12474.26 5,882 18,203 0.42 3.50 5022.50 13529.61 6,499 24,702 0.57 4.00 5023.00 14623.49 7,037 31,739 0.73 4.50 5023.50 15833.76 7,612 39,351 0.90 5.00 5024.00 17150.81 8,244 47,595 1.09 5.50 5024.50 18469.37 8,903 56,498 1.30 6.00 5025.00 19915.26 9,594 66,092 1.52 6.50 5025.50 21654.33 10,389 76,481 1.76 7.00 5026.00 23589.21 11,307 87,788 2.02 Volume (acre feet)Volume Water Surface Elevation Stage 2 Year 0.64 5022.72 3.72 100-Year Detention 1.39 5024.69 5.69 POND VOLUME CALCULATIONS Ultimate POND - P366 X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 1 of 2 10/31/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.39793.03 By:ARJ Checked By:0 Date:10/31/22 POND VOLUME CALCULATIONS 5018.00 5019.00 5020.00 5021.00 5022.00 5023.00 5024.00 5025.00 5026.00 5027.00 0.00 0.50 1.00 1.50 2.00 2.50 El e v a t i o n ( f t ) Pond Volume (ac-ft) Pond Stage-Storage X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 2 of 2 10/31/2022 Existing 100 Year SWMM Model EPA STORM WATER MANAGEMENT MODEL - VERSION 5.2 (Build 5.2.1) ------------------------------------------------------------ INP file created on 11/8/2017 8:20:35 AM by trosburg with inpPINS version 0.0.3.0 INP file updated on 3/25/2022 by eschneider with Wilson & Co. version 5.1.015 Proposed Model in the area of College and Trilby. Included storm system for Improvements to College and Trilby Intersection project. Edited by JR 9/28/2022 ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 78 Number of nodes ........... 118 Number of links ........... 167 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ RainGage 100-YR INTENSITY 5 min. ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ------------------------------------------------------------------------------------- ---------------------- B100 1.88 273.00 45.00 3.6000 RainGage J100 B110 8.65 1256.00 45.00 4.0000 RainGage J100 B300 1.20 522.00 5.00 4.4000 RainGage J300 B310 20.25 2940.00 45.00 8.6000 RainGage J316 B320 11.31 1642.00 40.00 4.2000 RainGage J320 Existing 100 Year SWMM Model B330 39.65 5757.00 40.00 5.3000 RainGage J330 B340 31.27 4540.00 35.00 5.2000 RainGage J346 B350 21.96 3188.00 45.00 5.2000 RainGage J350 B360 2.34 681.00 5.00 3.4000 RainGage J360 B370 30.18 2629.00 5.00 4.9000 RainGage J360 B380 4.90 1524.00 5.00 7.8000 RainGage J360 B390 10.32 2247.00 5.00 2.2000 RainGage J390 B400 22.57 2458.00 20.00 5.5000 RainGage J390 B410 8.18 1188.00 45.00 3.9000 RainGage J410 B420 5.85 850.00 20.00 3.4000 RainGage P324 B430 6.23 905.00 45.00 3.4000 RainGage P324 B440 9.56 1388.00 45.00 3.4000 RainGage P324 B445 0.52 75.00 45.00 3.4000 RainGage J452-TypeR B450 3.20 464.00 45.00 6.3000 RainGage J450 B455 2.45 356.00 45.00 6.3000 RainGage J508 B460 2.55 371.00 30.00 4.1000 RainGage J456 B465 2.30 334.00 30.00 4.1000 RainGage J456-TypeR B470 3.93 1008.00 90.00 4.1000 RainGage J470 B480 4.53 1162.00 90.00 4.4000 RainGage P343 B490 2.12 838.00 90.00 6.0000 RainGage P343 B500 1.92 838.00 90.00 2.3000 RainGage J500 B510 0.92 443.00 90.00 2.3000 RainGage J510 B520 8.43 1836.00 75.00 6.6000 RainGage J520 Existing 100 Year SWMM Model B530 1.95 565.00 75.00 6.6000 RainGage J525 B540 3.05 885.00 75.00 6.6000 RainGage J540 B600 12.46 1357.00 10.00 1.6000 RainGage J600 B610 8.39 2438.00 60.00 3.6000 RainGage J600 B620 5.29 768.00 20.00 4.9000 RainGage J620 B630 8.65 1256.00 40.00 3.6000 RainGage J630 B640 6.92 2008.00 90.00 1.3000 RainGage J640 B650 9.58 696.00 10.00 2.4000 RainGage J650 B660 1.75 255.00 45.00 4.4000 RainGage P385 B670 0.82 118.00 45.00 3.3000 RainGage P384 B680 2.02 293.00 45.00 3.0000 RainGage P383 B690 20.00 1089.00 60.00 4.2000 RainGage P382 B700 42.95 3118.00 5.00 3.5000 RainGage P386 B710 12.50 2177.00 50.00 2.5000 RainGage J710 B720 26.49 1923.00 10.00 3.0000 RainGage J710 B730 4.19 731.00 45.00 4.7000 RainGage J730 B740 1.75 761.00 60.00 4.2000 RainGage J740 B750 5.39 939.00 45.00 4.2000 RainGage J740 B760 1.20 524.00 20.00 3.4000 RainGage J760 B770 2.97 1030.00 50.00 2.0000 RainGage J770 B780 2.27 652.00 40.00 3.4000 RainGage J770 B790 14.69 1422.00 24.50 5.4000 RainGage P790 B800 25.72 2801.00 20.00 4.0000 RainGage J804 Existing 100 Year SWMM Model B805 38.42 4184.00 20.00 4.0000 RainGage P400 B810 22.95 3333.00 55.00 5.3000 RainGage J810 B820 26.52 2310.00 5.00 3.9000 RainGage P363 B830 7.43 648.00 45.00 3.9000 RainGage J830 B840 11.06 1605.00 45.00 3.0000 RainGage J840 B850 16.94 1757.00 10.00 4.1000 RainGage P375 B870 2.69 586.00 30.00 4.1000 RainGage J870 B874 5.38 1172.00 50.00 4.1000 RainGage P874 B876 17.03 1766.00 60.00 4.1000 RainGage P876 B880 15.67 1706.00 55.00 3.7000 RainGage J880 B900 2.17 607.00 60.00 4.2000 RainGage J900 B910 15.78 2026.00 20.00 3.0000 RainGage P366 B930 7.06 769.00 40.00 3.0000 RainGage P930 B940 15.47 1497.00 45.00 3.0000 RainGage P940 B950 2.56 744.00 45.00 3.0000 RainGage P950 B970 8.66 1887.00 45.00 3.0000 RainGage P970 B910A 3.06 250.00 74.00 2.0000 RainGage P367 B770B 1.52 220.00 89.00 0.6000 RainGage J770B B770A 0.36 100.00 100.00 1.2000 RainGage J770A B900B 0.56 485.00 100.00 1.5000 RainGage J900B B920A 3.82 1265.00 20.00 3.0000 RainGage J920A B920C 1.71 175.00 66.00 2.5000 RainGage J920C B920B 0.99 20.00 63.00 1.5000 RainGage J920B Existing 100 Year SWMM Model B900A 0.48 210.00 95.00 1.0000 RainGage J900A B910B 0.28 100.00 100.00 1.5000 RainGage J910B B910C 1.34 700.00 90.00 2.3000 RainGage J910C B910D 0.46 125.00 100.00 1.5000 RainGage J910D ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- J100 JUNCTION 4958.21 8.10 0.0 J300 JUNCTION 4884.52 7.11 0.0 J310 JUNCTION 4892.15 7.11 0.0 J316 JUNCTION 4892.97 10.21 0.0 J320 JUNCTION 4895.86 10.21 0.0 J330 JUNCTION 4903.55 11.70 0.0 J340 JUNCTION 4909.73 2.36 0.0 J346 JUNCTION 4919.27 2.05 0.0 J350 JUNCTION 4921.02 2.05 0.0 J360 JUNCTION 4923.34 15.89 0.0 J361 JUNCTION 4981.27 6.68 0.0 J362 JUNCTION 4996.87 10.63 0.0 J373 JUNCTION 4994.19 5.68 0.0 J374 JUNCTION 4996.31 10.00 0.0 J380 JUNCTION 4930.89 15.89 0.0 J386 JUNCTION 4974.00 3.11 0.0 J390 JUNCTION 4932.31 5.78 0.0 J400 JUNCTION 4936.03 6.00 0.0 J410 JUNCTION 4942.25 6.00 0.0 J414 JUNCTION 4938.69 4.57 0.0 J444 JUNCTION 4961.14 8.11 0.0 J448 JUNCTION 4967.22 4.50 0.0 J450 JUNCTION 4967.33 4.12 0.0 J451 JUNCTION 4966.80 6.90 0.0 J452 JUNCTION 4968.20 5.50 0.0 J452-TypeR JUNCTION 4976.47 1.00 0.0 J456 JUNCTION 4969.60 9.29 0.0 J456-TypeR JUNCTION 4972.89 10.00 0.0 J457 JUNCTION 4977.50 4.00 0.0 J458 JUNCTION 4977.91 5.10 0.0 J462 JUNCTION 4978.04 4.97 0.0 Existing 100 Year SWMM Model J464 JUNCTION 4978.50 7.49 0.0 J470 JUNCTION 4998.51 2.00 0.0 J482 JUNCTION 4998.75 12.69 0.0 J500 JUNCTION 4990.20 13.22 0.0 J508 JUNCTION 4984.24 2.98 0.0 J510 JUNCTION 4991.56 1.64 0.0 J516 JUNCTION 5003.42 2.00 0.0 J520 JUNCTION 4998.77 12.52 0.0 J525 JUNCTION 5003.16 9.93 0.0 J540 JUNCTION 5019.43 4.08 0.0 J600 JUNCTION 4935.31 9.21 0.0 J620 JUNCTION 4961.35 4.95 0.0 J626 JUNCTION 4938.95 9.21 0.0 J630 JUNCTION 4945.91 5.80 0.0 J640 JUNCTION 4943.32 6.43 0.0 J650 JUNCTION 4956.86 5.56 0.0 J651 JUNCTION 4976.23 2.22 0.0 J652 JUNCTION 4970.00 2.00 0.0 J676 JUNCTION 4973.00 5.00 0.0 J710 JUNCTION 4983.28 4.71 0.0 J730 JUNCTION 4990.00 3.01 0.0 J736 JUNCTION 4990.27 5.95 0.0 J740 JUNCTION 4991.46 31.76 0.0 J760 JUNCTION 5022.48 1.08 0.0 J770 JUNCTION 5011.68 11.54 0.0 J770A JUNCTION 5024.48 7.58 100.0 J770B JUNCTION 5031.36 4.64 100.0 J782 JUNCTION 5018.70 8.36 0.0 J804 JUNCTION 4941.71 7.81 0.0 J805 JUNCTION 4948.27 7.81 0.0 J810 JUNCTION 4963.61 4.30 0.0 J828 JUNCTION 5061.66 4.88 0.0 J830 JUNCTION 5062.62 2.22 0.0 J840 JUNCTION 5062.91 4.88 0.0 J870 JUNCTION 5042.50 2.87 0.0 J872 JUNCTION 5045.67 2.87 0.0 J873 JUNCTION 5046.00 4.50 0.0 J875 JUNCTION 5050.36 2.67 0.0 J880 JUNCTION 4971.52 5.68 0.0 J884 JUNCTION 4968.93 6.68 0.0 J886 JUNCTION 4987.31 8.80 0.0 J900 JUNCTION 5013.03 8.80 0.0 J900A JUNCTION 5023.64 9.86 100.0 J900B JUNCTION 5023.40 8.48 100.0 J908 JUNCTION 5024.29 4.21 0.0 J909 JUNCTION 5026.50 4.87 0.0 J910 JUNCTION 5017.00 9.50 0.0 Existing 100 Year SWMM Model J910A JUNCTION 5013.00 2.50 0.0 J910B JUNCTION 5031.06 11.34 100.0 J910C JUNCTION 5025.00 12.43 100.0 J910D JUNCTION 5020.62 10.83 100.0 J919_1 JUNCTION 5031.80 12.70 0.0 J919_2 JUNCTION 5020.80 12.26 100.0 J919_3 JUNCTION 5020.68 8.32 0.0 J920A JUNCTION 5040.00 23.96 100.0 J920B JUNCTION 5036.20 12.30 100.0 J920C JUNCTION 5031.31 11.57 100.0 J925A JUNCTION 5028.00 8.00 0.0 J925B JUNCTION 5023.80 11.40 0.0 J925C JUNCTION 5022.23 12.87 0.0 J925D JUNCTION 5021.66 8.74 0.0 J931 JUNCTION 5049.33 2.52 0.0 J932 JUNCTION 5062.71 8.52 0.0 J963 JUNCTION 5087.95 2.96 0.0 J969 JUNCTION 5090.64 2.96 0.0 J364 JUNCTION 5007.00 8.74 0.0 O099 OUTFALL 4947.88 8.10 0.0 O299 OUTFALL 4884.00 7.11 0.0 P324 STORAGE 4939.19 8.00 0.0 P343 STORAGE 4983.60 6.40 0.0 P363 STORAGE 4998.60 13.40 0.0 P366 STORAGE 5019.00 9.50 0.0 P367 STORAGE 5025.97 4.03 0.0 P375 STORAGE 4996.62 9.57 0.0 P382 STORAGE 4974.76 6.00 0.0 P383 STORAGE 4973.60 5.59 0.0 P384 STORAGE 4974.19 5.50 0.0 P385 STORAGE 4958.65 4.54 0.0 P386 STORAGE 4975.29 5.00 0.0 P400 STORAGE 4948.82 4.00 0.0 P874 STORAGE 5046.17 4.00 0.0 P876 STORAGE 5051.30 3.00 0.0 P930 STORAGE 5055.11 3.58 0.0 P940 STORAGE 5067.00 10.00 0.0 P950 STORAGE 5081.19 6.00 0.0 P970 STORAGE 5088.69 6.00 0.0 P790 STORAGE 5028.96 10.04 0.0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness Existing 100 Year SWMM Model ------------------------------------------------------------------------------------- -------- J452_P J452 J451 CONDUIT 38.8 3.6115 0.0150 L100_SF J100 O099 CONDUIT 659.9 1.5655 0.0200 L300_SF J300 O299 CONDUIT 17.7 2.9458 0.0350 L310_SF J310 J300 CONDUIT 507.3 1.5043 0.0350 L316_SF J316 J310 CONDUIT 342.7 0.2393 0.0350 L320_SF J320 J316 CONDUIT 361.3 0.8000 0.0350 L324_P1 P324 J414 CONDUIT 77.9 0.6416 0.0130 L324_P2 P324 J414 CONDUIT 77.9 0.6416 0.0130 L324_SF P324 J414 CONDUIT 93.6 7.5112 0.0130 L326_SF J330 J320 CONDUIT 678.0 1.1343 0.0350 L340_SF J340 J330 CONDUIT 505.1 0.4316 0.0130 L346_SF J346 J340 CONDUIT 498.9 1.9124 0.0130 L350_SF J350 J346 CONDUIT 260.8 0.6712 0.0130 L360_SF J360 J330 CONDUIT 2329.2 0.8497 0.0350 L361_SF J361 J884 CONDUIT 324.2 3.8086 0.0350 L362_P J362 J361 CONDUIT 406.7 3.8386 0.0130 L363_P P363 J362 CONDUIT 116.0 1.5778 0.0130 L363_SF J364 P375 CONDUIT 362.2 0.3810 0.0130 L363_SF2 J364 J362 CONDUIT 119.1 2.1078 0.0130 L363_SF3 P363 J364 CONDUIT 48.0 0.2086 0.0130 L366_P J910 J910A CONDUIT 485.0 1.2372 0.0130 L366_SF J909 P363 CONDUIT 270.2 6.8634 0.0130 Existing 100 Year SWMM Model L366_SF2 J909 J908 CONDUIT 80.0 3.6274 0.0130 L366_SF4 J910A P363 CONDUIT 358.0 1.1174 0.0440 L367_SF P367 P366 CONDUIT 15.0 47.5375 0.0350 L373_SF J373 J880 CONDUIT 814.5 2.7845 0.0200 L374_P J374 J373 CONDUIT 99.9 2.3931 0.0130 L375_P P375 J374 CONDUIT 16.5 0.2424 0.0130 L375_SF J520 P375 CONDUIT 380.0 0.1500 0.0130 L380_SF J380 J360 CONDUIT 901.9 0.8372 0.0400 L382_P P382 J676 CONDUIT 200.6 0.8775 0.0130 L383_P P383 J676 CONDUIT 50.0 1.2001 0.0130 L386_P P386 J386 CONDUIT 50.0 2.5809 0.0130 L386_SF P386 J386 CONDUIT 84.9 3.8531 0.0400 L386_SF2 P386 J651 CONDUIT 49.8 1.3056 0.0400 L390_SF J390 J380 CONDUIT 238.3 0.5959 0.0400 L400_SF J400 J390 CONDUIT 350.1 1.0626 0.0350 L401_SF P400 J805 CONDUIT 53.1 5.7155 0.0400 L410_P J410 J400 CONDUIT 268.9 2.3138 0.0130 L410_SF J410 J400 CONDUIT 232.0 2.6820 0.0130 L414_SF J414 J400 CONDUIT 351.0 0.7579 0.0350 L444_SF J444 P324 CONDUIT 823.4 2.1805 0.0350 L448_SF J448 J444 CONDUIT 73.2 7.3666 0.0320 L450_P J450 J448 CONDUIT 60.6 0.1815 0.0130 L450_SF J450 J448 CONDUIT 71.6 0.1537 0.0130 Existing 100 Year SWMM Model L451_SF J451 J444 CONDUIT 185.4 3.0536 0.0350 L453_P J452-TypeR J452 CONDUIT 68.6 12.1440 0.0100 L456_P J456 J452 CONDUIT 45.0 3.1126 0.0130 L456_SF J456 J448 CONDUIT 270.0 1.9559 0.0130 L456-TypeR-SF J456-TypeR J456 CONDUIT 30.0 25.0509 0.0100 L457_P J456-TypeR J456 CONDUIT 33.8 9.7919 0.0100 L457_SF J457 J456 CONDUIT 355.2 0.7349 0.0400 L458_SF J458 J457 CONDUIT 60.0 0.6833 0.0350 L460_SF J462 J458 CONDUIT 13.0 1.0001 0.0130 L464_SF J464 J462 CONDUIT 38.0 0.9487 0.0130 L470_P J470 J464 CONDUIT 320.0 4.9028 0.0130 L482_P J482 P343 CONDUIT 490.0 2.9177 0.0130 L482_SF J482 J520 CONDUIT 380.0 0.6816 0.0130 L500_SF J500 P343 CONDUIT 50.0 1.2361 0.0400 L508_SF J508 P324 CONDUIT 1127.3 3.2885 0.0130 L510_SF J510 J508 CONDUIT 210.0 3.4877 0.0130 L516_SF J516 J500 CONDUIT 410.5 1.7597 0.0130 L516_SF2 J516 J510 CONDUIT 422.9 2.8053 0.0130 L520_P J520 J374 CONDUIT 367.3 0.2287 0.0100 L520_SF J520 J516 CONDUIT 133.0 1.4137 0.0130 L525_P J525 J464 CONDUIT 536.1 4.0849 0.0130 L525_SF J525 J482 CONDUIT 147.2 1.1212 0.0130 L540_SF J540 J525 CONDUIT 540.0 1.9300 0.0130 Existing 100 Year SWMM Model L600_SF J600 J360 CONDUIT 980.0 1.2215 0.0350 L620_SF J620 J600 CONDUIT 1101.0 2.0931 0.0130 L626_SF J626 J600 CONDUIT 353.4 1.0301 0.0350 L630_SF J630 J626 CONDUIT 227.0 1.7450 0.0350 L640_SF J640 J626 CONDUIT 294.6 1.4836 0.0350 L648_SF J650 J640 CONDUIT 612.4 2.2117 0.0350 L651_SF J651 J100 CONDUIT 769.2 2.3434 0.0130 L670_P J652 J650 CONDUIT 526.0 2.4989 0.0130 L670_SF J386 J650 CONDUIT 529.7 3.2374 0.0350 L676_P J676 J652 CONDUIT 427.0 0.7026 0.0130 L700A_SF J770A J770 CONDUIT 414.0 2.4234 0.0160 L700B_P J770B J925A CONDUIT 89.4 0.4027 0.0130 L700B_SF J770B J770A CONDUIT 400.0 1.0001 0.0160 L710_SF J710 P386 CONDUIT 661.7 0.4519 0.0350 L730_SF J730 J710 CONDUIT 861.1 0.7804 0.0350 L736_SF J736 J730 CONDUIT 132.1 0.2043 0.0350 L740_P J740 J736 CONDUIT 74.2 1.6040 0.0130 L740_SF J740 J736 CONDUIT 77.2 1.2307 0.0130 L760_SF J760 J736 CONDUIT 830.3 3.3513 0.0130 L770_P J770 J740 CONDUIT 554.0 3.6525 0.0130 L770_SF J770 J740 CONDUIT 559.4 4.5364 0.0130 L770A_P J770A J900A CONDUIT 112.9 0.7440 0.0130 L780_SF J782 J770 CONDUIT 297.6 1.6066 0.0130 Existing 100 Year SWMM Model L782_P J782 J770 CONDUIT 289.1 2.3593 0.0130 L790_P P790 J782 CONDUIT 118.6 8.6813 0.0130 L790_SF P790 J920C CONDUIT 445.0 0.3146 0.0160 L804_SF J804 J380 CONDUIT 711.9 1.5200 0.0350 L805_SF J805 J804 CONDUIT 591.5 1.1091 0.0400 L810_SF J810 J804 CONDUIT 1229.4 1.7817 0.0350 L828_SF J828 P363 CONDUIT 795.9 6.7573 0.0400 L830_SF J830 J828 CONDUIT 111.4 0.8616 0.0130 L840_SF J840 J828 CONDUIT 575.2 0.2173 0.0400 L870_SF J870 P375 CONDUIT 940.0 3.9264 0.0130 L873_P J873 J872 CONDUIT 47.2 0.6993 0.0130 L873_SF J872 J870 CONDUIT 69.2 4.5837 0.0130 L875_SF J875 J870 CONDUIT 299.1 2.6286 0.0130 L876_P P876 J875 CONDUIT 47.3 1.9894 0.0130 L880_SF J880 J390 CONDUIT 1718.7 2.2820 0.0350 L884_SF J884 J810 CONDUIT 217.5 2.4469 0.0500 L886_SF J886 J884 CONDUIT 582.1 3.1592 0.0350 L900_SF J900 J886 CONDUIT 534.0 4.8218 0.0350 L900A_P J900A J925C CONDUIT 302.4 0.4663 0.0130 L900A_SF J900A J900 CONDUIT 504.0 3.6671 0.0300 L900B_P J900B J910D CONDUIT 95.7 2.3204 0.0130 L900B_SF J900B J908 CONDUIT 75.0 3.4955 0.0160 L908_SF J908 J900 CONDUIT 337.3 3.3399 0.0130 Existing 100 Year SWMM Model L910C_P J910C J925D CONDUIT 12.2 0.8197 0.0130 L919_P J919_1 J910B CONDUIT 104.0 0.7116 0.0130 L919_P2 J919_2 J919_3 CONDUIT 41.3 0.2906 0.0130 L919_P3 J919_3 P366 CONDUIT 88.5 0.9718 0.0130 L919_SF1 J920A J920B CONDUIT 370.0 2.0274 0.0160 L919_SF2 J910B J919_2 CONDUIT 645.0 0.8155 0.0300 L920_SF J920B J920C CONDUIT 280.0 1.9111 0.0160 L920A_P J920A J919_1 CONDUIT 370.0 1.0838 0.0130 L920B_P J920B J919_1 CONDUIT 49.4 0.4251 0.0130 L920C_P J920C J925A CONDUIT 78.3 0.3959 0.0130 L925_P1 J925A J925B CONDUIT 66.9 0.4484 0.0130 L925_P2 J925B J925C CONDUIT 78.3 1.0218 0.0130 L925_P3 J925C J925D CONDUIT 356.8 0.1598 0.0130 L925_P4 J925D J910D CONDUIT 159.9 0.6504 0.0130 L925_SF1 J920C J910C CONDUIT 485.0 1.2372 0.0160 L925_SF2 J910C J910D CONDUIT 148.0 1.9869 0.0160 L925_SF3 J910D J909 CONDUIT 75.0 0.8000 0.0160 L925B_P J910D P366 CONDUIT 56.0 2.8941 0.0130 L930_SF P930 J931 CONDUIT 161.5 5.4933 0.0400 L931_SF J931 P366 CONDUIT 470.4 5.1791 0.0350 L932_P J932 J920A CONDUIT 1044.9 2.1738 0.0130 L932_SF J932 J931 CONDUIT 511.9 3.7884 0.0130 L940_P P940 J932 CONDUIT 118.0 3.6392 0.0130 Existing 100 Year SWMM Model L940_SF P940 J932 CONDUIT 80.0 16.1958 0.0400 L950_P P950 P940 CONDUIT 488.0 2.9090 0.0130 L950_SF P950 J963 CONDUIT 200.0 0.1200 0.0300 L963_SF J963 J932 CONDUIT 579.9 3.3197 0.0130 L969_SF J969 J963 CONDUIT 666.7 0.4035 0.0130 L970_P P970 P950 CONDUIT 425.0 1.7650 0.0130 L970_SF P970 J969 CONDUIT 40.0 6.9165 0.0400 L366_SF3 J910 J910A CONDUIT 485.0 1.7528 0.0300 L919_SF3 J919_3 P366 CONDUIT 88.5 10.2225 0.0300 L925C_SF J925C J925D CONDUIT 356.8 3.4887 0.0160 L925D_SF J925D J910D CONDUIT 159.9 5.8134 0.0160 L384_P P384 J652 ORIFICE L874_P P874 J873 ORIFICE L874_P2 P874 J873 ORIFICE P343-Orfice P343 J462 ORIFICE P930-OrficeRow1 P930 J931 ORIFICE P930-OrficeRow2 P930 J931 ORIFICE L367_Orifice P367 J919_3 ORIFICE P366-WQCVOrifice P366 J910 ORIFICE P366-OUTLET P366 J910 ORIFICE L382_SF P382 P386 WEIR L383_SF1 P383 P384 WEIR L383_SF2 P383 P382 WEIR L384_SF P384 P386 WEIR L874_P3 P874 J872 WEIR L876_SF P876 J875 WEIR P343-TypeDInlet P343 J462 WEIR P343-Weir P343 J458 WEIR P366-EOS P366 J909 WEIR L385_P P385 J650 OUTLET ********************* Cross Section Summary ********************* Existing 100 Year SWMM Model Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow ------------------------------------------------------------------------------------- -- J452_P RECT_CLOSED 3.00 21.00 1.05 7.00 1 408.43 L100_SF L100_SF 8.10 478.87 5.45 78.00 1 13789.81 L300_SF L310_SF 7.11 241.24 3.85 150.00 1 4320.95 L310_SF L310_SF 7.11 241.24 3.85 150.00 1 3087.75 L316_SF L316_SF 4.19 610.50 3.56 192.00 1 2954.02 L320_SF L320_SF 10.21 507.24 4.01 138.00 1 4858.45 L324_P1 CIRCULAR 2.50 4.91 0.62 2.50 1 32.86 L324_P2 CIRCULAR 3.00 7.07 0.75 3.00 1 53.43 L324_SF L324_SF 1.00 100.00 0.50 200.00 1 1968.17 L326_SF L326_SF 6.67 399.86 3.59 111.00 1 4241.75 L340_SF L340_SF 2.36 266.56 0.89 159.00 1 1855.42 L346_SF L346_SF 1.59 74.66 0.62 84.00 1 860.55 L350_SF L350_SF 2.05 102.64 1.66 54.10 1 1346.35 L360_SF L360_SF 11.70 3612.25 9.06 438.00 1 61425.02 L361_SF L361_SF 6.68 473.38 4.62 93.00 1 10876.09 L362_P CIRCULAR 2.50 4.91 0.62 2.50 1 80.36 L363_P CIRCULAR 4.00 12.57 1.00 4.00 1 180.43 L363_SF L363_SF 8.74 496.03 6.18 90.00 1 11785.56 L363_SF2 L363_SF2 1.78 191.07 1.05 180.00 1 3269.23 L363_SF3 L363_SF3 2.30 339.89 1.21 269.13 1 2020.13 Existing 100 Year SWMM Model L366_P CIRCULAR 2.50 4.91 0.62 2.50 1 45.62 L366_SF L366_SF 4.87 174.79 3.46 48.10 1 11973.94 L366_SF2 L366_SF2 2.27 142.75 1.06 132.00 1 3228.23 L366_SF4 TRAPEZOIDAL 1.30 19.76 0.95 20.40 1 68.35 L367_SF L367_SF 1.66 55.63 1.14 51.00 1 1778.24 L373_SF L373_SF 5.68 112.50 2.77 36.00 1 2751.81 L374_P CIRCULAR 2.50 4.91 0.62 2.50 1 63.45 L375_P CIRCULAR 2.50 4.91 0.62 2.50 1 20.20 L375_SF L375_SF 2.83 176.01 1.54 114.00 1 1037.10 L380_SF L380_SF 15.89 8373.01 12.31 699.00 1 151736.57 L382_P CIRCULAR 1.50 1.77 0.38 1.50 1 9.84 L383_P CIRCULAR 1.50 1.77 0.38 1.50 1 11.51 L386_P CIRCULAR 1.50 1.77 0.38 1.50 1 16.88 L386_SF L386_SF 0.93 18.25 0.42 42.60 1 74.39 L386_SF2 L386_SF2 2.20 79.94 1.61 47.62 1 465.48 L390_SF L390_SF 5.42 2238.44 4.29 519.00 1 16954.44 L400_SF L400_SF 5.78 2199.39 4.46 504.00 1 26076.96 L401_SF L401_SF 1.20 139.60 0.73 189.00 1 1009.19 L410_P CIRCULAR 2.00 3.14 0.50 2.00 1 34.41 L410_SF TRAPEZOIDAL 1.00 70.00 0.58 120.00 1 914.74 L414_SF L414_SF 4.57 812.18 2.76 294.00 1 5908.52 L444_SF L444_SF 8.11 767.46 4.97 138.00 1 14018.50 L448_SF TRAPEZOIDAL 2.00 30.00 1.18 25.00 1 422.53 Existing 100 Year SWMM Model L450_P CIRCULAR 2.00 3.14 0.50 2.00 1 9.64 L450_SF L450_SF 1.02 120.89 0.61 198.00 1 388.77 L451_SF L452_SF 5.03 195.21 2.49 81.00 1 2659.96 L453_P CIRCULAR 1.00 0.79 0.25 1.00 1 16.14 L456_P CIRCULAR 3.50 9.62 0.88 3.50 1 177.50 L456_SF Street 1.50 56.47 0.99 55.20 1 899.62 L456-TypeR-SF TRAPEZOIDAL 1.00 11.00 0.86 12.00 1 738.42 L457_P CIRCULAR 1.00 0.79 0.25 1.00 1 14.49 L457_SF TRAPEZOIDAL 4.00 132.00 2.29 57.00 1 730.18 L458_SF TRAPEZOIDAL 4.00 132.00 2.29 57.00 1 804.70 L460_SF CIRCULAR 3.50 9.62 0.88 3.50 1 100.61 L464_SF CIRCULAR 3.00 7.07 0.75 3.00 1 64.96 L470_P CIRCULAR 2.00 3.14 0.50 2.00 1 50.09 L482_P CIRCULAR 2.00 3.14 0.50 2.00 1 38.64 L482_SF L482_SF 3.93 265.14 2.58 99.00 1 4709.59 L500_SF TRAPEZOIDAL 4.00 52.00 2.12 23.00 1 354.32 L508_SF L508_SF 2.98 243.76 1.53 114.00 1 6703.71 L510_SF L510_SF 0.74 28.54 0.28 72.00 1 262.85 L516_SF L516_SF 1.92 112.46 1.28 84.00 1 2014.01 L516_SF2 L516_SF2 1.64 114.35 1.19 96.00 1 2452.17 L520_P CIRCULAR 1.50 1.77 0.38 1.50 1 6.53 L520_SF L520_SF 0.68 54.63 0.57 95.00 1 511.10 L525_P CIRCULAR 2.00 3.14 0.50 2.00 1 45.72 Existing 100 Year SWMM Model L525_SF L525_SF 4.08 356.41 2.95 117.00 1 8870.93 L540_SF L525_SF 4.08 356.41 2.95 117.00 1 11638.59 L600_SF L600_SF 5.35 1390.47 3.34 372.00 1 14572.57 L620_SF L620_SF 4.95 631.23 3.31 159.00 1 23198.09 L626_SF L626_SF 9.21 426.27 6.28 69.00 1 6251.20 L630_SF L630_SF 5.80 296.22 4.21 78.00 1 4330.44 L640_SF L640_SF 6.43 202.45 3.87 60.00 1 2578.53 L648_SF L648_SF 5.56 196.12 3.24 78.00 1 2714.00 L651_SF L651_SF 2.22 112.12 1.36 54.10 1 2402.90 L670_P CIRCULAR 2.00 3.14 0.50 2.00 1 35.76 L670_SF L670_SF 3.11 59.31 1.30 54.00 1 539.12 L676_P CIRCULAR 1.50 1.77 0.38 1.50 1 8.81 L700A_SF L700A_SF 0.40 2.41 0.15 15.50 1 10.01 L700B_P CIRCULAR 1.50 1.77 0.38 1.50 1 6.67 L700B_SF L700B_SF 0.70 8.83 0.31 28.07 1 37.40 L710_SF L710_SF 4.71 1170.30 3.42 345.00 1 7574.62 L730_SF L730_SF 2.36 582.28 1.79 339.00 1 3221.50 L736_SF L736_SF 3.01 75.48 1.56 44.00 1 195.10 L740_P HORIZ_ELLIPSE 1.58 3.17 0.48 2.50 1 28.26 L740_SF L740_SF 1.55 102.02 0.53 96.00 1 847.67 L760_SF L760_SF 1.08 41.98 0.67 60.00 1 674.60 L770_P CIRCULAR 2.00 3.14 0.50 2.00 1 43.23 L770_SF L770_SF 2.25 113.02 1.65 60.10 1 3844.60 Existing 100 Year SWMM Model L770A_P CIRCULAR 1.50 1.77 0.38 1.50 1 9.06 L780_SF L780_SF 1.31 53.18 0.74 60.00 1 628.31 L782_P CIRCULAR 2.00 3.14 0.50 2.00 1 34.75 L790_P CIRCULAR 2.00 3.14 0.50 2.00 1 66.65 L790_SF L790_SF 1.31 41.72 0.75 55.01 1 179.87 L804_SF TRAPEZOIDAL 3.00 240.00 2.18 110.00 1 2109.48 L805_SF L805_SF 7.81 1279.72 6.57 186.00 1 17558.34 L810_SF L810_SF 4.30 493.03 2.86 177.00 1 5625.35 L828_SF L828_SF 2.11 223.52 1.41 156.00 1 2720.00 L830_SF L830_SF 2.22 45.16 0.71 45.00 1 380.81 L840_SF L840_SF 4.88 357.67 2.53 105.00 1 1149.98 L870_SF L870_SF 2.29 113.78 1.38 100.00 1 3190.90 L873_P CIRCULAR 1.25 1.23 0.31 1.25 1 5.40 L873_SF L873_SF 2.87 165.12 1.92 78.00 1 6239.67 L875_SF L875_SF 2.67 114.39 1.25 57.00 1 2457.50 L876_P CIRCULAR 1.50 1.77 0.38 1.50 1 14.82 L880_SF L880_SF 2.67 325.69 1.17 291.00 1 2321.33 L884_SF L884_SF 2.19 136.10 1.47 111.00 1 816.41 L886_SF L886_SF 4.03 213.23 2.82 87.00 1 3214.24 L900_SF L900_SF 8.80 378.36 5.62 75.00 1 11149.78 L900A_P CIRCULAR 2.50 4.91 0.62 2.50 1 28.01 L900A_SF TRIANGULAR 2.00 40.00 1.00 40.00 1 378.16 L900B_P CIRCULAR 2.00 3.14 0.50 2.00 1 34.46 Existing 100 Year SWMM Model L900B_SF L900B_SF 1.04 22.58 0.44 48.65 1 226.18 L908_SF L908_SF 4.21 29.11 0.83 30.00 1 536.21 L910C_P CIRCULAR 1.50 1.77 0.38 1.50 1 9.51 L919_P CIRCULAR 2.50 4.91 0.62 2.50 1 34.60 L919_P2 CIRCULAR 3.50 9.62 0.88 3.50 1 54.23 L919_P3 CIRCULAR 3.50 9.62 0.88 3.50 1 99.18 L919_SF1 L920_SF 1.93 85.21 0.28 76.64 1 479.57 L919_SF2 TRAPEZOIDAL 2.00 20.00 1.20 16.00 1 101.10 L920_SF L920_SF 1.93 85.21 0.28 76.64 1 465.60 L920A_P CIRCULAR 2.50 4.91 0.62 2.50 2 42.70 L920B_P CIRCULAR 1.50 1.77 0.38 1.50 1 6.85 L920C_P CIRCULAR 2.50 4.91 0.62 2.50 1 25.81 L925_P1 CIRCULAR 2.50 4.91 0.62 2.50 1 27.47 L925_P2 CIRCULAR 2.50 4.91 0.62 2.50 1 41.46 L925_P3 CIRCULAR 3.50 9.62 0.88 3.50 1 40.21 L925_P4 CIRCULAR 3.50 9.62 0.88 3.50 1 81.14 L925_SF1 L920_SF 1.93 85.21 0.28 76.64 1 374.62 L925_SF2 L925_SF2 1.95 83.13 1.12 73.35 1 1174.06 L925_SF3 L925_SF3 1.00 19.81 0.31 62.69 1 75.97 L925B_P CIRCULAR 2.50 4.91 0.62 2.50 2 69.78 L930_SF L930_SF 1.87 338.39 1.17 287.67 1 3265.09 L931_SF L931_SF 0.71 48.87 0.39 132.00 1 253.24 L932_P CIRCULAR 1.25 1.23 0.31 1.25 1 9.52 Existing 100 Year SWMM Model L932_SF L932_SF 2.52 112.19 1.61 66.00 1 3424.88 L940_P CIRCULAR 1.25 1.23 0.31 1.25 1 12.32 L940_SF L940_SF 3.74 417.12 2.88 144.00 1 12622.57 L950_P CIRCULAR 1.25 1.23 0.31 1.25 1 11.02 L950_SF L950_SF 1.75 177.05 1.33 132.00 1 366.72 L963_SF L963_SF 1.94 101.95 0.82 99.00 1 1858.22 L969_SF L969_SF 2.96 178.56 2.03 84.00 1 2078.65 L970_P CIRCULAR 1.25 1.23 0.31 1.25 1 8.58 L970_SF L970_SF 1.85 84.28 1.07 84.00 1 862.49 L366_SF3 TRAPEZOIDAL 1.00 8.00 0.65 12.00 1 39.50 L919_SF3 TRAPEZOIDAL 1.00 8.00 0.65 12.00 1 95.39 L925C_SF TRIANGULAR 0.50 0.50 0.22 2.00 1 3.20 L925D_SF TRIANGULAR 0.50 0.50 0.22 2.00 1 4.12 **************** Transect Summary **************** Transect L100_SF Area: 0.0018 0.0052 0.0110 0.0189 0.0279 0.0421 0.0587 0.0759 0.0937 0.1119 0.1303 0.1488 0.1675 0.1864 0.2055 0.2247 0.2441 0.2637 0.2836 0.3038 0.3242 0.3449 0.3657 0.3868 0.4082 0.4298 0.4516 0.4736 0.4959 0.5183 0.5409 0.5635 0.5863 0.6091 0.6321 0.6552 0.6784 0.7018 0.7253 0.7491 0.7731 0.7973 0.8218 0.8465 0.8714 0.8966 0.9220 0.9478 0.9737 1.0000 Hrad: 0.0193 0.0359 0.0452 0.0660 0.0858 0.0881 0.1045 0.1230 0.1424 0.1631 Existing 100 Year SWMM Model 0.1855 0.2076 0.2296 0.2514 0.2730 0.2943 0.3140 0.3335 0.3527 0.3718 0.3910 0.4100 0.4289 0.4476 0.4662 0.4848 0.5032 0.5214 0.5408 0.5649 0.5889 0.6126 0.6361 0.6595 0.6827 0.7057 0.7286 0.7513 0.7736 0.7957 0.8174 0.8389 0.8600 0.8809 0.9015 0.9218 0.9418 0.9615 0.9809 1.0000 Width: 0.1042 0.1625 0.2719 0.3202 0.3822 0.6139 0.6405 0.6627 0.6811 0.6940 0.7001 0.7061 0.7122 0.7182 0.7243 0.7304 0.7399 0.7495 0.7590 0.7685 0.7775 0.7865 0.7954 0.8044 0.8132 0.8219 0.8306 0.8392 0.8470 0.8513 0.8557 0.8600 0.8643 0.8686 0.8729 0.8773 0.8816 0.8872 0.8960 0.9048 0.9135 0.9223 0.9314 0.9404 0.9495 0.9586 0.9686 0.9791 0.9895 1.0000 Transect L310_SF Area: 0.0011 0.0039 0.0078 0.0140 0.0214 0.0293 0.0376 0.0464 0.0557 0.0666 0.0784 0.0911 0.1044 0.1182 0.1325 0.1473 0.1628 0.1792 0.1962 0.2135 0.2310 0.2487 0.2666 0.2848 0.3032 0.3218 0.3406 0.3597 0.3791 0.3988 0.4187 0.4390 0.4597 0.4809 0.5025 0.5246 0.5471 0.5702 0.5939 0.6184 0.6436 0.6697 0.6968 0.7250 0.7556 0.7875 0.8212 0.8629 0.9222 1.0000 Hrad: 0.0183 0.0428 0.0647 0.0729 0.1012 0.1308 0.1591 0.1862 0.1980 0.2086 0.2291 0.2498 0.2747 0.2990 0.3227 0.3457 0.3625 0.3794 0.4038 0.4327 0.4611 0.4892 0.5168 0.5441 0.5710 0.5975 0.6224 0.6467 0.6708 0.6946 0.7181 0.7440 0.7718 0.7988 0.8250 0.8506 0.8755 0.8997 0.9174 0.9343 0.9506 0.9660 0.9807 0.9972 1.0199 1.0418 1.0597 1.0583 1.0407 1.0000 Width: 0.0249 0.0377 0.0495 0.0793 0.0871 0.0917 0.0964 0.1011 0.1139 0.1293 0.1385 0.1473 0.1532 0.1590 0.1649 Existing 100 Year SWMM Model 0.1709 0.1801 0.1892 0.1943 0.1967 0.1992 0.2016 0.2041 0.2065 0.2090 0.2114 0.2145 0.2177 0.2209 0.2241 0.2273 0.2316 0.2368 0.2420 0.2472 0.2524 0.2576 0.2641 0.2725 0.2811 0.2897 0.3007 0.3121 0.3320 0.3533 0.3682 0.3963 0.5978 0.7781 1.0000 Transect L316_SF Area: 0.0025 0.0137 0.0274 0.0415 0.0567 0.0725 0.0886 0.1051 0.1218 0.1388 0.1566 0.1751 0.1938 0.2127 0.2317 0.2509 0.2702 0.2896 0.3091 0.3287 0.3484 0.3682 0.3881 0.4083 0.4288 0.4493 0.4700 0.4907 0.5115 0.5324 0.5534 0.5746 0.5959 0.6174 0.6391 0.6613 0.6841 0.7071 0.7302 0.7536 0.7771 0.8008 0.8246 0.8487 0.8730 0.8975 0.9224 0.9478 0.9737 1.0000 Hrad: 0.0106 0.0240 0.0465 0.0661 0.0870 0.1081 0.1298 0.1512 0.1724 0.1919 0.2011 0.2205 0.2430 0.2653 0.2874 0.3093 0.3312 0.3535 0.3763 0.3990 0.4216 0.4441 0.4666 0.4877 0.5096 0.5314 0.5532 0.5749 0.5966 0.6183 0.6397 0.6609 0.6820 0.7030 0.7238 0.7412 0.7610 0.7807 0.8003 0.8198 0.8392 0.8585 0.8776 0.8965 0.9151 0.9336 0.9494 0.9663 0.9823 1.0000 Width: 0.2509 0.5088 0.5248 0.5630 0.5888 0.6076 0.6188 0.6296 0.6405 0.6558 0.6925 0.7074 0.7134 0.7194 0.7255 0.7312 0.7356 0.7395 0.7428 0.7461 0.7494 0.7527 0.7560 0.7750 0.7785 0.7819 0.7853 0.7888 0.7922 0.7956 0.8009 0.8069 0.8130 0.8190 0.8250 0.8628 0.8693 0.8758 0.8823 0.8890 0.8959 0.9030 0.9102 0.9181 0.9267 0.9354 0.9580 0.9732 0.9926 1.0000 Transect L320_SF Area: 0.0003 0.0010 0.0023 0.0041 0.0064 0.0090 0.0121 0.0155 0.0193 0.0235 Existing 100 Year SWMM Model 0.0281 0.0330 0.0384 0.0441 0.0503 0.0568 0.0638 0.0712 0.0791 0.0874 0.0962 0.1054 0.1151 0.1252 0.1357 0.1465 0.1577 0.1692 0.1813 0.1974 0.2163 0.2374 0.2608 0.2869 0.3183 0.3532 0.3909 0.4299 0.4702 0.5116 0.5542 0.5983 0.6440 0.6912 0.7392 0.7889 0.8402 0.8925 0.9455 1.0000 Hrad: 0.0241 0.0483 0.0724 0.0966 0.1234 0.1512 0.1782 0.2043 0.2299 0.2551 0.2799 0.3032 0.3268 0.3504 0.3739 0.3971 0.4179 0.4390 0.4604 0.4823 0.5040 0.5258 0.5477 0.5808 0.6187 0.6551 0.6902 0.7241 0.7539 0.7639 0.7745 0.7844 0.7920 0.7934 0.7814 0.7746 0.7760 0.7839 0.7949 0.8096 0.8252 0.8411 0.8583 0.8777 0.8981 0.9155 0.9356 0.9590 0.9820 1.0000 Width: 0.0092 0.0184 0.0276 0.0368 0.0447 0.0516 0.0584 0.0651 0.0719 0.0787 0.0855 0.0928 0.0999 0.1071 0.1142 0.1215 0.1297 0.1378 0.1460 0.1541 0.1622 0.1704 0.1785 0.1854 0.1916 0.1978 0.2040 0.2102 0.2360 0.3196 0.3604 0.3992 0.4437 0.5071 0.6027 0.6603 0.6908 0.7130 0.7376 0.7547 0.7800 0.8099 0.8370 0.8570 0.8764 0.9117 0.9356 0.9477 0.9645 1.0000 Transect L324_SF Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 Existing 100 Year SWMM Model 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect L326_SF Area: 0.0020 0.0049 0.0086 0.0139 0.0203 0.0272 0.0348 0.0429 0.0515 0.0608 0.0709 0.0820 0.0945 0.1080 0.1220 0.1365 0.1515 0.1668 0.1826 0.1989 0.2158 0.2333 0.2513 0.2700 0.2892 0.3097 0.3313 0.3536 0.3766 0.4001 0.4239 0.4481 0.4727 0.4977 0.5232 0.5491 0.5757 0.6035 0.6326 0.6633 0.6954 0.7280 0.7608 0.7939 0.8274 0.8611 0.8951 0.9295 0.9643 1.0000 Hrad: 0.0286 0.0549 0.0804 0.0913 0.1174 0.1428 0.1672 0.1908 0.2136 0.2422 0.2685 0.2889 0.3065 0.3298 0.3531 0.3767 0.4012 0.4257 0.4488 0.4715 0.4939 0.5157 0.5371 0.5581 0.5786 0.5804 0.5985 0.6164 0.6359 0.6570 0.6782 0.6994 0.7202 0.7408 0.7613 0.7806 0.7899 0.7982 0.7997 0.8031 0.8154 0.8387 0.8623 0.8852 0.9081 0.9311 0.9539 0.9767 0.9995 1.0000 Width: 0.0695 0.0895 0.1105 0.1604 0.1807 0.1959 0.2111 0.2263 0.2415 0.2618 0.2838 0.3188 0.3572 0.3713 0.3855 0.3984 0.4086 0.4189 0.4339 0.4488 Existing 100 Year SWMM Model 0.4638 0.4796 0.4954 0.5117 0.5284 0.5742 0.5934 0.6125 0.6276 0.6381 0.6487 0.6593 0.6703 0.6818 0.6932 0.7069 0.7352 0.7658 0.8086 0.8509 0.8778 0.8842 0.8906 0.8986 0.9071 0.9155 0.9245 0.9338 0.9431 1.0000 Transect L340_SF Area: 0.0006 0.0017 0.0032 0.0050 0.0072 0.0101 0.0138 0.0184 0.0239 0.0304 0.0380 0.0471 0.0576 0.0695 0.0860 0.1043 0.1242 0.1458 0.1688 0.1933 0.2185 0.2439 0.2694 0.2950 0.3209 0.3469 0.3730 0.3994 0.4258 0.4524 0.4791 0.5060 0.5329 0.5600 0.5871 0.6142 0.6414 0.6687 0.6960 0.7233 0.7507 0.7781 0.8056 0.8331 0.8607 0.8883 0.9161 0.9440 0.9719 1.0000 Hrad: 0.0120 0.0297 0.0489 0.0710 0.0920 0.1096 0.1233 0.1365 0.1498 0.1651 0.1814 0.1968 0.2118 0.2266 0.2243 0.2318 0.2310 0.2338 0.2360 0.2396 0.2662 0.2926 0.3189 0.3451 0.3711 0.3969 0.4226 0.4481 0.4735 0.4991 0.5245 0.5497 0.5749 0.6003 0.6259 0.6515 0.6770 0.7024 0.7279 0.7532 0.7786 0.8039 0.8291 0.8543 0.8793 0.9036 0.9279 0.9520 0.9761 1.0000 Width: 0.0326 0.0464 0.0589 0.0686 0.0903 0.1174 0.1469 0.1787 0.2145 0.2503 0.2899 0.3503 0.3947 0.4830 0.6364 0.6744 0.7343 0.7983 0.8418 0.8933 0.8990 0.9047 0.9104 0.9161 0.9218 0.9274 0.9330 0.9385 0.9439 0.9480 0.9522 0.9563 0.9605 0.9632 0.9649 0.9665 0.9682 0.9698 0.9715 0.9732 0.9748 0.9765 0.9781 0.9798 0.9818 0.9855 0.9891 0.9927 0.9964 1.0000 Transect L346_SF Area: 0.0016 0.0038 0.0066 0.0101 0.0140 0.0183 0.0229 0.0278 0.0331 0.0387 0.0448 0.0512 0.0582 0.0656 0.0735 Existing 100 Year SWMM Model 0.0818 0.0907 0.0999 0.1105 0.1220 0.1340 0.1463 0.1600 0.1759 0.1981 0.2241 0.2511 0.2790 0.3073 0.3362 0.3654 0.3950 0.4251 0.4558 0.4871 0.5188 0.5508 0.5831 0.6161 0.6498 0.6839 0.7181 0.7526 0.7874 0.8224 0.8576 0.8930 0.9285 0.9642 1.0000 Hrad: 0.0146 0.0293 0.0444 0.0609 0.0784 0.0974 0.1160 0.1344 0.1525 0.1705 0.1840 0.1981 0.2129 0.2285 0.2452 0.2611 0.2772 0.2933 0.2755 0.2969 0.3181 0.3400 0.3591 0.3448 0.3400 0.2853 0.3163 0.3474 0.3788 0.4104 0.4420 0.4736 0.5046 0.5351 0.5653 0.5957 0.6262 0.6533 0.6751 0.7021 0.7323 0.7624 0.7923 0.8221 0.8516 0.8810 0.9106 0.9404 0.9702 1.0000 Width: 0.0530 0.0702 0.0874 0.1026 0.1152 0.1244 0.1336 0.1429 0.1521 0.1613 0.1743 0.1875 0.2007 0.2136 0.2259 0.2392 0.2525 0.2659 0.3144 0.3269 0.3395 0.3510 0.4116 0.5226 0.7023 0.7375 0.7676 0.7856 0.7975 0.8093 0.8210 0.8327 0.8481 0.8639 0.8798 0.8886 0.8960 0.9089 0.9322 0.9459 0.9524 0.9590 0.9655 0.9721 0.9787 0.9852 0.9899 0.9932 0.9966 1.0000 Transect L350_SF Area: 0.0021 0.0112 0.0251 0.0402 0.0564 0.0736 0.0917 0.1102 0.1289 0.1480 0.1674 0.1873 0.2076 0.2281 0.2487 0.2694 0.2903 0.3113 0.3324 0.3536 0.3750 0.3964 0.4180 0.4395 0.4610 0.4826 0.5041 0.5256 0.5472 0.5687 0.5902 0.6118 0.6333 0.6549 0.6764 0.6980 0.7195 0.7411 0.7627 0.7842 0.8058 0.8274 0.8489 0.8705 0.8921 0.9137 0.9352 0.9568 0.9784 1.0000 Hrad: 0.0103 0.0207 0.0425 0.0647 0.0858 0.1056 0.1247 0.1439 0.1630 0.1816 0.1983 0.2149 0.2351 0.2569 0.2785 0.3000 0.3213 0.3424 0.3633 0.3841 Existing 100 Year SWMM Model 0.4048 0.4253 0.4459 0.4665 0.4871 0.5077 0.5283 0.5490 0.5696 0.5902 0.6108 0.6314 0.6520 0.6726 0.6931 0.7137 0.7342 0.7547 0.7753 0.7958 0.8162 0.8367 0.8572 0.8776 0.8981 0.9185 0.9389 0.9593 0.9796 1.0000 Width: 0.2407 0.6149 0.6722 0.7260 0.7763 0.8192 0.8489 0.8619 0.8750 0.8897 0.9118 0.9339 0.9451 0.9510 0.9569 0.9628 0.9687 0.9747 0.9806 0.9865 0.9924 0.9970 0.9971 0.9972 0.9973 0.9974 0.9975 0.9976 0.9977 0.9978 0.9979 0.9981 0.9982 0.9983 0.9984 0.9985 0.9986 0.9987 0.9988 0.9989 0.9990 0.9991 0.9992 0.9994 0.9995 0.9996 0.9997 0.9998 0.9999 1.0000 Transect L360_SF Area: 0.0015 0.0079 0.0163 0.0269 0.0399 0.0537 0.0680 0.0825 0.0974 0.1129 0.1286 0.1445 0.1606 0.1769 0.1933 0.2101 0.2270 0.2442 0.2617 0.2797 0.2984 0.3176 0.3375 0.3581 0.3788 0.3997 0.4209 0.4424 0.4644 0.4867 0.5093 0.5324 0.5557 0.5792 0.6030 0.6271 0.6516 0.6764 0.7016 0.7273 0.7537 0.7803 0.8072 0.8341 0.8612 0.8886 0.9162 0.9440 0.9718 1.0000 Hrad: 0.0121 0.0255 0.0476 0.0610 0.0755 0.0980 0.1215 0.1442 0.1659 0.1854 0.2094 0.2328 0.2561 0.2793 0.3026 0.3251 0.3474 0.3693 0.3893 0.4133 0.4359 0.4581 0.4791 0.4999 0.5211 0.5423 0.5634 0.5834 0.6037 0.6240 0.6437 0.6630 0.6830 0.7026 0.7218 0.7406 0.7599 0.7784 0.7964 0.8156 0.8313 0.8501 0.8692 0.8884 0.9076 0.9256 0.9445 0.9637 0.9835 1.0000 Width: 0.1410 0.2849 0.3112 0.4327 0.4790 0.4968 0.5069 0.5180 0.5313 0.5519 0.5576 0.5642 0.5706 0.5765 0.5836 0.5935 0.6012 0.6089 0.6267 0.6418 0.6716 0.6845 0.7177 0.7285 0.7335 Existing 100 Year SWMM Model 0.7398 0.7487 0.7701 0.7801 0.7894 0.8040 0.8183 0.8241 0.8332 0.8442 0.8563 0.8665 0.8814 0.8986 0.9176 0.9360 0.9423 0.9476 0.9526 0.9576 0.9692 0.9759 0.9810 0.9836 1.0000 Transect L361_SF Area: 0.0006 0.0028 0.0063 0.0116 0.0185 0.0266 0.0368 0.0482 0.0603 0.0747 0.0911 0.1084 0.1268 0.1465 0.1674 0.1884 0.2095 0.2309 0.2525 0.2744 0.2964 0.3187 0.3412 0.3638 0.3866 0.4096 0.4329 0.4564 0.4801 0.5039 0.5278 0.5517 0.5757 0.5998 0.6239 0.6481 0.6724 0.6967 0.7211 0.7456 0.7702 0.7949 0.8199 0.8452 0.8706 0.8962 0.9219 0.9478 0.9738 1.0000 Hrad: 0.0144 0.0280 0.0450 0.0594 0.0751 0.0925 0.1048 0.1180 0.1414 0.1593 0.1743 0.1906 0.2117 0.2299 0.2493 0.2710 0.2929 0.3145 0.3362 0.3580 0.3804 0.4028 0.4251 0.4474 0.4695 0.4910 0.5123 0.5336 0.5559 0.5786 0.6013 0.6239 0.6464 0.6689 0.6913 0.7136 0.7358 0.7580 0.7801 0.8021 0.8229 0.8421 0.8612 0.8802 0.9002 0.9203 0.9404 0.9604 0.9802 1.0000 Width: 0.0475 0.1103 0.1529 0.2364 0.2881 0.3315 0.4136 0.4480 0.4856 0.5786 0.6426 0.6716 0.7266 0.7879 0.7978 0.8027 0.8088 0.8185 0.8282 0.8380 0.8450 0.8518 0.8587 0.8655 0.8728 0.8821 0.8913 0.9005 0.9051 0.9077 0.9103 0.9130 0.9156 0.9182 0.9208 0.9234 0.9261 0.9287 0.9313 0.9339 0.9391 0.9479 0.9567 0.9656 0.9720 0.9776 0.9832 0.9888 0.9944 1.0000 Transect L362_SF Area: 0.0023 0.0078 0.0162 0.0256 0.0358 0.0467 0.0583 0.0705 0.0832 0.0965 0.1102 0.1243 0.1387 0.1534 0.1685 0.1839 0.1996 0.2157 0.2323 0.2496 Existing 100 Year SWMM Model 0.2675 0.2863 0.3057 0.3258 0.3464 0.3675 0.3890 0.4109 0.4332 0.4558 0.4790 0.5041 0.5295 0.5549 0.5807 0.6068 0.6333 0.6600 0.6870 0.7143 0.7419 0.7698 0.7981 0.8265 0.8551 0.8838 0.9126 0.9416 0.9707 1.0000 Hrad: 0.0196 0.0309 0.0531 0.0774 0.1006 0.1231 0.1453 0.1678 0.1896 0.2113 0.2351 0.2590 0.2824 0.3055 0.3282 0.3507 0.3731 0.3909 0.4063 0.4205 0.4320 0.4448 0.4584 0.4748 0.4926 0.5102 0.5301 0.5515 0.5726 0.5935 0.6137 0.5916 0.6174 0.6402 0.6615 0.6825 0.7037 0.7250 0.7461 0.7670 0.7876 0.8080 0.8284 0.8533 0.8781 0.9027 0.9272 0.9516 0.9758 1.0000 Width: 0.1211 0.2556 0.3078 0.3346 0.3599 0.3835 0.4058 0.4247 0.4437 0.4618 0.4741 0.4853 0.4965 0.5077 0.5189 0.5299 0.5406 0.5575 0.5778 0.5997 0.6259 0.6504 0.6738 0.6932 0.7105 0.7278 0.7414 0.7529 0.7644 0.7758 0.8382 0.8603 0.8651 0.8740 0.8847 0.8955 0.9058 0.9159 0.9259 0.9360 0.9463 0.9566 0.9668 0.9715 0.9763 0.9810 0.9858 0.9905 0.9953 1.0000 Transect L363_SF Area: 0.0017 0.0061 0.0141 0.0254 0.0405 0.0569 0.0735 0.0902 0.1071 0.1243 0.1417 0.1594 0.1774 0.1956 0.2140 0.2326 0.2515 0.2707 0.2900 0.3096 0.3293 0.3493 0.3695 0.3899 0.4106 0.4314 0.4525 0.4737 0.4950 0.5165 0.5380 0.5597 0.5815 0.6034 0.6255 0.6477 0.6700 0.6927 0.7156 0.7389 0.7624 0.7863 0.8106 0.8354 0.8607 0.8866 0.9132 0.9404 0.9690 1.0000 Hrad: 0.0169 0.0260 0.0425 0.0538 0.0697 0.0969 0.1239 0.1505 0.1775 0.2050 0.2319 0.2582 0.2840 0.3094 0.3344 0.3590 0.3832 0.4070 0.4305 0.4536 0.4764 0.4989 0.5211 0.5430 0.5646 Existing 100 Year SWMM Model 0.5858 0.6069 0.6279 0.6488 0.6695 0.6902 0.7107 0.7310 0.7513 0.7714 0.7913 0.8104 0.8293 0.8477 0.8658 0.8832 0.9003 0.9167 0.9324 0.9474 0.9610 0.9745 0.9874 0.9936 1.0000 Width: 0.0912 0.2067 0.2932 0.4181 0.5149 0.5200 0.5251 0.5301 0.5365 0.5450 0.5536 0.5621 0.5701 0.5775 0.5848 0.5922 0.5996 0.6064 0.6132 0.6201 0.6269 0.6337 0.6404 0.6472 0.6539 0.6606 0.6671 0.6708 0.6745 0.6783 0.6820 0.6857 0.6895 0.6932 0.6970 0.7016 0.7103 0.7190 0.7276 0.7373 0.7487 0.7602 0.7733 0.7885 0.8059 0.8293 0.8484 0.8665 0.9451 1.0000 Transect L363_SF2 Area: 0.0005 0.0030 0.0062 0.0103 0.0166 0.0241 0.0325 0.0412 0.0501 0.0607 0.0727 0.0856 0.0991 0.1132 0.1277 0.1429 0.1587 0.1751 0.1925 0.2106 0.2294 0.2486 0.2681 0.2880 0.3088 0.3303 0.3521 0.3745 0.3976 0.4213 0.4454 0.4699 0.4949 0.5205 0.5466 0.5735 0.6016 0.6301 0.6590 0.6882 0.7174 0.7469 0.7766 0.8069 0.8379 0.8695 0.9015 0.9339 0.9667 1.0000 Hrad: 0.0156 0.0337 0.0598 0.0668 0.0838 0.1006 0.1280 0.1576 0.1839 0.1760 0.1963 0.2181 0.2392 0.2652 0.2893 0.3087 0.3298 0.3531 0.3625 0.3830 0.4041 0.4311 0.4560 0.4764 0.4865 0.5114 0.5337 0.5529 0.5702 0.5879 0.6140 0.6375 0.6547 0.6748 0.6954 0.6925 0.7117 0.7347 0.7599 0.7889 0.8178 0.8465 0.8682 0.8814 0.8942 0.9136 0.9375 0.9587 0.9784 1.0000 Width: 0.0312 0.0895 0.1043 0.1644 0.1994 0.2410 0.2551 0.2622 0.2733 0.3464 0.3715 0.3938 0.4157 0.4283 0.4429 0.4642 0.4827 0.4973 0.5324 0.5514 0.5691 0.5779 0.5892 0.6059 0.6361 0.6470 0.6610 0.6786 0.6985 0.7178 Existing 100 Year SWMM Model 0.7266 0.7380 0.7569 0.7723 0.7868 0.8292 0.8463 0.8587 0.8681 0.8730 0.8779 0.8827 0.8949 0.9158 0.9373 0.9520 0.9618 0.9743 0.9881 1.0000 Transect L363_SF3 Area: 0.0006 0.0030 0.0060 0.0101 0.0150 0.0206 0.0267 0.0333 0.0404 0.0482 0.0568 0.0658 0.0753 0.0850 0.0952 0.1066 0.1193 0.1329 0.1476 0.1651 0.1849 0.2051 0.2256 0.2465 0.2675 0.2885 0.3097 0.3311 0.3527 0.3745 0.3970 0.4208 0.4458 0.4714 0.4977 0.5255 0.5552 0.5867 0.6189 0.6514 0.6840 0.7180 0.7525 0.7872 0.8220 0.8570 0.8923 0.9279 0.9638 1.0000 Hrad: 0.0128 0.0416 0.0582 0.0887 0.1154 0.1402 0.1589 0.1913 0.2216 0.2485 0.2742 0.3000 0.3258 0.3492 0.3730 0.3927 0.4086 0.4245 0.4389 0.3395 0.3455 0.3806 0.4157 0.4515 0.4872 0.5226 0.5568 0.5894 0.6218 0.6524 0.6773 0.6835 0.7098 0.7353 0.7567 0.7720 0.7425 0.7013 0.7296 0.7588 0.7879 0.7800 0.8103 0.8406 0.8699 0.8987 0.9253 0.9510 0.9764 1.0000 Width: 0.0506 0.0735 0.1067 0.1200 0.1445 0.1610 0.1744 0.1875 0.2005 0.2318 0.2428 0.2538 0.2632 0.2738 0.2836 0.3363 0.3624 0.3855 0.4270 0.5154 0.5535 0.5574 0.5723 0.5750 0.5777 0.5804 0.5842 0.5894 0.5946 0.6026 0.6325 0.6686 0.6956 0.7118 0.7381 0.7864 0.8552 0.8712 0.8890 0.8941 0.8992 0.9454 0.9497 0.9539 0.9591 0.9648 0.9725 0.9811 0.9897 1.0000 Transect L366_SF Area: 0.0027 0.0084 0.0154 0.0244 0.0355 0.0487 0.0640 0.0806 0.0973 0.1144 0.1316 0.1491 0.1669 0.1849 0.2031 0.2216 0.2404 0.2594 0.2787 0.2983 0.3181 0.3383 0.3586 0.3793 0.4002 Existing 100 Year SWMM Model 0.4214 0.4429 0.4647 0.4867 0.5091 0.5317 0.5547 0.5779 0.6014 0.6251 0.6489 0.6728 0.6969 0.7212 0.7456 0.7701 0.7948 0.8196 0.8446 0.8698 0.8952 0.9209 0.9470 0.9733 1.0000 Hrad: 0.0155 0.0372 0.0548 0.0677 0.0816 0.0950 0.1098 0.1348 0.1601 0.1848 0.2090 0.2328 0.2562 0.2792 0.3018 0.3271 0.3526 0.3775 0.4017 0.4253 0.4483 0.4707 0.4926 0.5140 0.5348 0.5558 0.5773 0.5984 0.6190 0.6393 0.6591 0.6786 0.6977 0.7168 0.7357 0.7546 0.7733 0.7919 0.8104 0.8287 0.8470 0.8651 0.8831 0.9009 0.9184 0.9353 0.9519 0.9683 0.9843 1.0000 Width: 0.1827 0.2357 0.2933 0.3753 0.4532 0.5346 0.6079 0.6211 0.6299 0.6391 0.6483 0.6575 0.6666 0.6758 0.6850 0.6949 0.7049 0.7150 0.7251 0.7351 0.7452 0.7553 0.7655 0.7757 0.7859 0.7960 0.8061 0.8165 0.8278 0.8390 0.8503 0.8615 0.8728 0.8795 0.8850 0.8906 0.8961 0.9016 0.9071 0.9126 0.9181 0.9236 0.9291 0.9346 0.9428 0.9542 0.9657 0.9771 0.9886 1.0000 Transect L366_SF2 Area: 0.0005 0.0020 0.0042 0.0069 0.0101 0.0139 0.0186 0.0241 0.0303 0.0377 0.0462 0.0554 0.0654 0.0761 0.0871 0.0986 0.1113 0.1252 0.1398 0.1546 0.1699 0.1861 0.2035 0.2218 0.2411 0.2613 0.2822 0.3040 0.3265 0.3494 0.3728 0.3966 0.4216 0.4474 0.4749 0.5031 0.5317 0.5611 0.5914 0.6232 0.6562 0.6903 0.7254 0.7613 0.7980 0.8362 0.8759 0.9168 0.9582 1.0000 Hrad: 0.0210 0.0413 0.0717 0.0985 0.1198 0.1375 0.1538 0.1721 0.1923 0.1967 0.2180 0.2420 0.2639 0.2940 0.3246 0.3460 0.3459 0.3656 0.3983 0.4303 0.4541 0.4645 0.4802 0.4900 0.5120 0.5341 0.5533 0.5748 0.6028 0.6325 Existing 100 Year SWMM Model 0.6629 0.6807 0.6977 0.7016 0.7136 0.7425 0.7689 0.7919 0.7990 0.8033 0.8241 0.8365 0.8570 0.8813 0.9016 0.8989 0.9113 0.9343 0.9672 1.0000 Width: 0.0216 0.0477 0.0584 0.0696 0.0839 0.1011 0.1206 0.1396 0.1572 0.1914 0.2117 0.2288 0.2477 0.2583 0.2678 0.2844 0.3213 0.3422 0.3504 0.3586 0.3734 0.4000 0.4231 0.4521 0.4705 0.4886 0.5095 0.5284 0.5409 0.5516 0.5613 0.5817 0.6033 0.6370 0.6649 0.6767 0.6907 0.7076 0.7394 0.7754 0.7959 0.8249 0.8462 0.8635 0.8848 0.9304 0.9615 0.9817 0.9909 1.0000 Transect L366_SF3 Area: 0.0007 0.0031 0.0069 0.0117 0.0168 0.0223 0.0284 0.0352 0.0435 0.0521 0.0612 0.0708 0.0816 0.0937 0.1070 0.1211 0.1367 0.1538 0.1715 0.1894 0.2075 0.2260 0.2452 0.2662 0.2886 0.3124 0.3368 0.3615 0.3863 0.4114 0.4370 0.4631 0.4902 0.5177 0.5455 0.5734 0.6014 0.6297 0.6580 0.6869 0.7165 0.7467 0.7773 0.8082 0.8395 0.8712 0.9031 0.9352 0.9675 1.0000 Hrad: 0.0164 0.0339 0.0505 0.0780 0.1039 0.1259 0.1464 0.1454 0.1685 0.1936 0.2176 0.2284 0.2342 0.2422 0.2548 0.2759 0.2673 0.2882 0.3163 0.3443 0.3719 0.3991 0.4250 0.4050 0.4260 0.4206 0.4495 0.4782 0.5066 0.5323 0.5549 0.5687 0.5869 0.6118 0.6410 0.6700 0.6989 0.7276 0.7560 0.7670 0.7798 0.8022 0.8257 0.8486 0.8709 0.8939 0.9206 0.9472 0.9737 1.0000 Width: 0.0451 0.0915 0.1384 0.1503 0.1622 0.1780 0.1949 0.2435 0.2595 0.2708 0.2827 0.3119 0.3505 0.3890 0.4225 0.4414 0.5143 0.5367 0.5452 0.5533 0.5614 0.5694 0.6202 0.6680 0.7073 0.7465 0.7529 0.7593 0.7658 0.7760 0.7905 0.8173 0.8379 0.8488 0.8534 Existing 100 Year SWMM Model 0.8580 0.8626 0.8672 0.8720 0.8971 0.9204 0.9323 0.9427 0.9534 0.9648 0.9753 0.9815 0.9877 0.9938 1.0000 Transect L367_SF Area: 0.0035 0.0118 0.0210 0.0309 0.0412 0.0520 0.0632 0.0749 0.0870 0.0995 0.1124 0.1258 0.1395 0.1535 0.1677 0.1823 0.1974 0.2129 0.2290 0.2455 0.2627 0.2806 0.2991 0.3184 0.3384 0.3590 0.3801 0.4015 0.4234 0.4458 0.4688 0.4929 0.5177 0.5432 0.5693 0.5960 0.6231 0.6508 0.6789 0.7073 0.7358 0.7644 0.7930 0.8219 0.8509 0.8802 0.9098 0.9396 0.9697 1.0000 Hrad: 0.0152 0.0391 0.0634 0.0897 0.1152 0.1398 0.1635 0.1873 0.2104 0.2330 0.2551 0.2766 0.2982 0.3199 0.3414 0.3590 0.3747 0.3904 0.4060 0.4192 0.4300 0.4410 0.4518 0.4624 0.4734 0.4907 0.5087 0.5265 0.5442 0.5622 0.5884 0.6131 0.6368 0.6598 0.6823 0.7044 0.7262 0.7477 0.7689 0.7907 0.8130 0.8355 0.8577 0.8771 0.8969 0.9171 0.9375 0.9582 0.9790 1.0000 Width: 0.2303 0.2878 0.3157 0.3317 0.3468 0.3619 0.3769 0.3906 0.4041 0.4175 0.4310 0.4445 0.4551 0.4642 0.4733 0.4869 0.5029 0.5189 0.5348 0.5538 0.5761 0.5985 0.6216 0.6453 0.6689 0.6841 0.6982 0.7123 0.7264 0.7413 0.7738 0.8050 0.8265 0.8480 0.8689 0.8844 0.8999 0.9155 0.9310 0.9358 0.9377 0.9396 0.9427 0.9509 0.9591 0.9673 0.9755 0.9836 0.9918 1.0000 Transect L373_SF Area: 0.0029 0.0079 0.0146 0.0229 0.0321 0.0418 0.0519 0.0624 0.0732 0.0845 0.0962 0.1083 0.1208 0.1336 0.1469 0.1606 0.1747 0.1892 0.2041 0.2198 0.2364 0.2539 0.2722 0.2916 0.3125 0.3350 0.3582 0.3817 0.4055 0.4296 Existing 100 Year SWMM Model 0.4541 0.4789 0.5040 0.5295 0.5553 0.5815 0.6080 0.6349 0.6621 0.6898 0.7180 0.7466 0.7757 0.8053 0.8354 0.8662 0.8979 0.9306 0.9645 1.0000 Hrad: 0.0273 0.0549 0.0793 0.1043 0.1392 0.1742 0.2076 0.2396 0.2703 0.2999 0.3285 0.3561 0.3828 0.4087 0.4339 0.4584 0.4822 0.5055 0.5266 0.5454 0.5597 0.5734 0.5866 0.5972 0.6054 0.6140 0.6282 0.6434 0.6596 0.6761 0.6922 0.7089 0.7261 0.7437 0.7617 0.7800 0.7986 0.8174 0.8345 0.8495 0.8648 0.8805 0.8966 0.9129 0.9283 0.9309 0.9350 0.9404 0.9692 1.0000 Width: 0.1175 0.1616 0.2057 0.2458 0.2610 0.2720 0.2830 0.2941 0.3051 0.3161 0.3271 0.3381 0.3491 0.3601 0.3711 0.3821 0.3931 0.4042 0.4217 0.4437 0.4686 0.4935 0.5184 0.5536 0.5972 0.6345 0.6429 0.6514 0.6598 0.6684 0.6779 0.6874 0.6970 0.7065 0.7160 0.7255 0.7350 0.7445 0.7556 0.7687 0.7819 0.7950 0.8082 0.8213 0.8355 0.8613 0.8870 0.9128 0.9549 1.0000 Transect L374_SF Area: 0.0008 0.0029 0.0063 0.0113 0.0187 0.0270 0.0362 0.0461 0.0567 0.0685 0.0809 0.0934 0.1063 0.1196 0.1334 0.1479 0.1629 0.1786 0.1951 0.2123 0.2304 0.2491 0.2679 0.2868 0.3059 0.3250 0.3442 0.3636 0.3841 0.4075 0.4326 0.4583 0.4847 0.5120 0.5398 0.5678 0.5958 0.6240 0.6541 0.6847 0.7156 0.7467 0.7779 0.8093 0.8408 0.8724 0.9041 0.9360 0.9679 1.0000 Hrad: 0.0171 0.0356 0.0535 0.0691 0.0850 0.1052 0.1269 0.1488 0.1708 0.1802 0.2090 0.2372 0.2609 0.2840 0.3116 0.3389 0.3649 0.3897 0.4133 0.4358 0.4574 0.4264 0.4562 0.4858 0.5152 0.5445 0.5736 0.6025 0.6225 0.5671 0.5895 0.6116 0.6278 0.5931 0.6229 Existing 100 Year SWMM Model 0.6526 0.6822 0.7116 0.6896 0.7160 0.7422 0.7693 0.7985 0.8276 0.8566 0.8854 0.9142 0.9429 0.9715 1.0000 Width: 0.0475 0.0832 0.1255 0.2011 0.2455 0.2730 0.2975 0.3194 0.3395 0.3807 0.3875 0.3944 0.4080 0.4217 0.4388 0.4584 0.4780 0.5000 0.5252 0.5491 0.5736 0.5845 0.5877 0.5908 0.5940 0.5972 0.6003 0.6149 0.6714 0.7733 0.7915 0.8097 0.8347 0.8638 0.8671 0.8704 0.8736 0.9054 0.9490 0.9567 0.9645 0.9709 0.9745 0.9782 0.9818 0.9855 0.9891 0.9927 0.9964 1.0000 Transect L375_SF Area: 0.0013 0.0032 0.0058 0.0090 0.0129 0.0177 0.0232 0.0296 0.0367 0.0444 0.0536 0.0640 0.0752 0.0872 0.1000 0.1145 0.1320 0.1496 0.1674 0.1852 0.2032 0.2212 0.2393 0.2575 0.2762 0.2959 0.3166 0.3384 0.3617 0.3869 0.4124 0.4383 0.4644 0.4908 0.5174 0.5443 0.5718 0.5998 0.6285 0.6583 0.6894 0.7215 0.7545 0.7881 0.8224 0.8572 0.8924 0.9278 0.9636 1.0000 Hrad: 0.0287 0.0516 0.0746 0.0931 0.1087 0.1259 0.1433 0.1609 0.1806 0.1985 0.1983 0.2168 0.2371 0.2570 0.2772 0.2493 0.2742 0.3093 0.3443 0.3792 0.4138 0.4483 0.4827 0.5169 0.5492 0.5731 0.5955 0.6148 0.6174 0.5585 0.5880 0.6173 0.6474 0.6775 0.7073 0.7346 0.7543 0.7734 0.7897 0.7884 0.7978 0.8107 0.8294 0.8496 0.8700 0.8975 0.9258 0.9539 0.9774 1.0000 Width: 0.0444 0.0627 0.0782 0.0966 0.1191 0.1405 0.1622 0.1838 0.2029 0.2238 0.2702 0.2952 0.3171 0.3394 0.3609 0.4592 0.4814 0.4838 0.4861 0.4885 0.4908 0.4931 0.4955 0.4992 0.5231 0.5529 0.5808 0.6128 0.6807 0.6926 0.7012 0.7097 0.7170 0.7242 0.7313 0.7407 0.7577 0.7753 0.7958 0.8348 Existing 100 Year SWMM Model 0.8641 0.8900 0.9097 0.9277 0.9453 0.9551 0.9638 0.9726 0.9860 1.0000 Transect L380_SF Area: 0.0006 0.0054 0.0144 0.0271 0.0413 0.0560 0.0713 0.0869 0.1029 0.1193 0.1358 0.1526 0.1694 0.1864 0.2035 0.2208 0.2384 0.2561 0.2745 0.2936 0.3132 0.3331 0.3532 0.3740 0.3951 0.4166 0.4384 0.4604 0.4827 0.5053 0.5281 0.5510 0.5742 0.5976 0.6213 0.6453 0.6695 0.6939 0.7185 0.7433 0.7682 0.7932 0.8185 0.8439 0.8694 0.8952 0.9211 0.9472 0.9735 1.0000 Hrad: 0.0104 0.0190 0.0339 0.0523 0.0733 0.0958 0.1187 0.1415 0.1632 0.1861 0.2096 0.2336 0.2575 0.2809 0.3047 0.3282 0.3515 0.3740 0.3857 0.4023 0.4228 0.4433 0.4635 0.4791 0.4999 0.5168 0.5379 0.5578 0.5781 0.5987 0.6206 0.6408 0.6611 0.6832 0.6981 0.7172 0.7388 0.7605 0.7798 0.8008 0.8239 0.8421 0.8615 0.8830 0.9026 0.9212 0.9439 0.9593 0.9782 1.0000 Width: 0.0631 0.2744 0.4380 0.5043 0.5456 0.5667 0.5820 0.5951 0.6109 0.6206 0.6276 0.6322 0.6370 0.6423 0.6497 0.6570 0.6650 0.6760 0.7089 0.7298 0.7435 0.7552 0.7673 0.7888 0.8019 0.8166 0.8258 0.8365 0.8459 0.8543 0.8615 0.8701 0.8781 0.8837 0.8989 0.9088 0.9154 0.9223 0.9311 0.9367 0.9398 0.9482 0.9553 0.9601 0.9668 0.9745 0.9779 0.9885 0.9957 1.0000 Transect L382_SF Area: 0.0035 0.0131 0.0257 0.0416 0.0579 0.0745 0.0913 0.1084 0.1257 0.1433 0.1611 0.1792 0.1976 0.2163 0.2354 0.2547 0.2744 0.2945 0.3146 0.3349 0.3554 0.3759 0.3965 0.4173 0.4381 0.4591 0.4802 0.5014 0.5227 0.5441 0.5656 0.5873 0.6090 0.6309 0.6528 Existing 100 Year SWMM Model 0.6749 0.6971 0.7195 0.7420 0.7646 0.7874 0.8104 0.8335 0.8568 0.8802 0.9037 0.9274 0.9513 0.9753 1.0000 Hrad: 0.0124 0.0313 0.0468 0.0677 0.0928 0.1175 0.1419 0.1659 0.1896 0.2130 0.2361 0.2584 0.2798 0.3010 0.3218 0.3424 0.3627 0.3838 0.4077 0.4315 0.4551 0.4787 0.5021 0.5253 0.5485 0.5715 0.5944 0.6172 0.6399 0.6624 0.6849 0.7072 0.7295 0.7519 0.7742 0.7965 0.8173 0.8379 0.8584 0.8788 0.8992 0.9194 0.9395 0.9596 0.9795 0.9994 1.0192 1.0389 1.0585 1.0000 Width: 0.2877 0.4238 0.5575 0.6196 0.6291 0.6386 0.6481 0.6576 0.6671 0.6766 0.6861 0.6969 0.7093 0.7218 0.7343 0.7467 0.7592 0.7696 0.7739 0.7782 0.7824 0.7867 0.7909 0.7952 0.7995 0.8037 0.8080 0.8123 0.8165 0.8208 0.8251 0.8293 0.8336 0.8378 0.8420 0.8461 0.8517 0.8575 0.8632 0.8690 0.8747 0.8805 0.8862 0.8920 0.8977 0.9035 0.9092 0.9149 0.9207 1.0000 Transect L384_SF Area: 0.0015 0.0049 0.0092 0.0143 0.0202 0.0266 0.0336 0.0411 0.0493 0.0580 0.0673 0.0774 0.0883 0.1002 0.1130 0.1273 0.1431 0.1603 0.1789 0.1992 0.2211 0.2434 0.2660 0.2888 0.3119 0.3352 0.3588 0.3827 0.4068 0.4312 0.4559 0.4808 0.5060 0.5315 0.5572 0.5831 0.6095 0.6362 0.6633 0.6907 0.7186 0.7468 0.7754 0.8044 0.8339 0.8644 0.8959 0.9285 0.9622 1.0000 Hrad: 0.0197 0.0504 0.0774 0.1023 0.1297 0.1561 0.1815 0.2059 0.2298 0.2531 0.2755 0.2903 0.3045 0.3195 0.3307 0.3331 0.3406 0.3524 0.3638 0.3686 0.3927 0.4272 0.4614 0.4952 0.5287 0.5619 0.5947 0.6273 0.6596 0.6917 0.7234 0.7549 0.7862 0.8172 0.8480 0.8774 0.9038 0.9301 0.9561 0.9820 Existing 100 Year SWMM Model 1.0077 1.0332 1.0586 1.0839 1.0933 1.0957 1.1010 1.1016 1.1034 1.0000 Width: 0.0759 0.0985 0.1195 0.1404 0.1558 0.1706 0.1854 0.2002 0.2149 0.2297 0.2449 0.2671 0.2907 0.3143 0.3425 0.3830 0.4211 0.4559 0.4929 0.5419 0.5644 0.5711 0.5778 0.5845 0.5912 0.5979 0.6045 0.6112 0.6179 0.6246 0.6313 0.6380 0.6447 0.6513 0.6580 0.6656 0.6753 0.6850 0.6946 0.7043 0.7140 0.7237 0.7334 0.7431 0.7636 0.7898 0.8143 0.8432 0.8720 1.0000 Transect L386_SF Area: 0.0006 0.0023 0.0052 0.0089 0.0134 0.0187 0.0247 0.0313 0.0384 0.0461 0.0542 0.0628 0.0726 0.0838 0.0960 0.1090 0.1227 0.1369 0.1516 0.1668 0.1825 0.1987 0.2157 0.2337 0.2527 0.2727 0.2932 0.3143 0.3359 0.3581 0.3811 0.4054 0.4312 0.4582 0.4864 0.5159 0.5467 0.5781 0.6100 0.6423 0.6750 0.7081 0.7417 0.7757 0.8105 0.8464 0.8834 0.9214 0.9602 1.0000 Hrad: 0.0218 0.0435 0.0675 0.0938 0.1186 0.1425 0.1690 0.1979 0.2257 0.2527 0.2790 0.3047 0.2909 0.3102 0.3298 0.3505 0.3801 0.4091 0.4375 0.4655 0.4931 0.5196 0.5322 0.5458 0.5602 0.5815 0.6082 0.6345 0.6606 0.6865 0.6967 0.6977 0.7052 0.7176 0.7308 0.7391 0.7570 0.7897 0.8220 0.8540 0.8858 0.9172 0.9484 0.9766 0.9893 1.0026 1.0179 1.0365 1.0552 1.0000 Width: 0.0267 0.0533 0.0769 0.0951 0.1132 0.1314 0.1465 0.1583 0.1701 0.1819 0.1936 0.2054 0.2493 0.2700 0.2908 0.3107 0.3224 0.3341 0.3457 0.3574 0.3691 0.3813 0.4042 0.4271 0.4501 0.4678 0.4808 0.4939 0.5070 0.5200 0.5455 0.5798 0.6104 0.6376 0.6648 0.6975 0.7218 0.7315 0.7413 0.7511 0.7608 0.7706 0.7803 0.7924 0.8175 Existing 100 Year SWMM Model 0.8426 0.8664 0.8874 0.9085 1.0000 Transect L386_SF2 Area: 0.0012 0.0059 0.0117 0.0197 0.0294 0.0400 0.0551 0.0710 0.0876 0.1047 0.1225 0.1407 0.1594 0.1785 0.1978 0.2174 0.2371 0.2571 0.2772 0.2975 0.3181 0.3388 0.3597 0.3808 0.4022 0.4239 0.4459 0.4681 0.4906 0.5133 0.5362 0.5592 0.5823 0.6056 0.6290 0.6526 0.6763 0.7002 0.7242 0.7484 0.7727 0.7972 0.8218 0.8467 0.8717 0.8970 0.9224 0.9481 0.9739 1.0000 Hrad: 0.0136 0.0297 0.0503 0.0568 0.0802 0.0925 0.0953 0.1191 0.1408 0.1618 0.1842 0.2063 0.2279 0.2496 0.2737 0.2975 0.3211 0.3444 0.3675 0.3903 0.4129 0.4353 0.4568 0.4772 0.4973 0.5172 0.5370 0.5565 0.5767 0.5986 0.6206 0.6425 0.6642 0.6859 0.7073 0.7287 0.7499 0.7709 0.7919 0.8127 0.8334 0.8534 0.8721 0.8907 0.9092 0.9276 0.9458 0.9640 0.9820 1.0000 Width: 0.0938 0.2047 0.2531 0.3611 0.3819 0.4958 0.6013 0.6191 0.6447 0.6704 0.6880 0.7048 0.7216 0.7370 0.7443 0.7516 0.7589 0.7662 0.7735 0.7808 0.7880 0.7953 0.8040 0.8143 0.8246 0.8349 0.8451 0.8554 0.8645 0.8706 0.8764 0.8820 0.8877 0.8933 0.8989 0.9046 0.9102 0.9158 0.9214 0.9271 0.9327 0.9389 0.9465 0.9542 0.9618 0.9695 0.9771 0.9848 0.9924 1.0000 Transect L390_SF Area: 0.0007 0.0041 0.0116 0.0215 0.0331 0.0458 0.0596 0.0745 0.0901 0.1062 0.1227 0.1396 0.1569 0.1751 0.1938 0.2127 0.2319 0.2515 0.2715 0.2920 0.3128 0.3340 0.3554 0.3770 0.3988 0.4210 0.4435 0.4663 0.4893 0.5125 0.5360 0.5597 0.5835 0.6074 0.6313 0.6553 0.6793 0.7033 0.7274 0.7517 Existing 100 Year SWMM Model 0.7762 0.8008 0.8255 0.8502 0.8750 0.8998 0.9248 0.9498 0.9749 1.0000 Hrad: 0.0141 0.0194 0.0347 0.0520 0.0681 0.0881 0.1038 0.1215 0.1439 0.1638 0.1837 0.2064 0.2190 0.2383 0.2593 0.2805 0.3001 0.3203 0.3368 0.3551 0.3755 0.3947 0.4156 0.4372 0.4542 0.4732 0.4912 0.5117 0.5328 0.5530 0.5713 0.5903 0.6146 0.6388 0.6630 0.6872 0.7110 0.7348 0.7585 0.7757 0.7934 0.8165 0.8396 0.8631 0.8864 0.9089 0.9299 0.9533 0.9767 1.0000 Width: 0.0528 0.2483 0.3493 0.4280 0.4903 0.5215 0.5741 0.6137 0.6266 0.6483 0.6681 0.6768 0.7167 0.7352 0.7476 0.7587 0.7730 0.7856 0.8066 0.8227 0.8335 0.8465 0.8552 0.8624 0.8783 0.8901 0.9031 0.9115 0.9187 0.9269 0.9384 0.9482 0.9496 0.9509 0.9523 0.9536 0.9554 0.9573 0.9591 0.9691 0.9783 0.9808 0.9832 0.9852 0.9871 0.9901 0.9945 0.9963 0.9982 1.0000 Transect L400_SF Area: 0.0002 0.0019 0.0043 0.0077 0.0128 0.0210 0.0313 0.0432 0.0573 0.0724 0.0883 0.1051 0.1224 0.1400 0.1577 0.1757 0.1942 0.2133 0.2327 0.2529 0.2737 0.2950 0.3168 0.3390 0.3621 0.3855 0.4091 0.4330 0.4573 0.4818 0.5066 0.5317 0.5569 0.5822 0.6079 0.6339 0.6599 0.6859 0.7119 0.7380 0.7641 0.7902 0.8163 0.8425 0.8687 0.8949 0.9211 0.9474 0.9737 1.0000 Hrad: 0.0117 0.0218 0.0429 0.0588 0.0599 0.0683 0.0821 0.0977 0.1152 0.1331 0.1474 0.1585 0.1814 0.2036 0.2279 0.2498 0.2713 0.2928 0.3156 0.3319 0.3400 0.3524 0.3760 0.3826 0.4045 0.4298 0.4547 0.4793 0.5036 0.5275 0.5511 0.5747 0.5983 0.6219 0.6445 0.6676 0.6910 0.7144 0.7380 0.7617 0.7854 0.8092 0.8331 0.8570 0.8810 Existing 100 Year SWMM Model 0.9050 0.9290 0.9531 0.9772 1.0000 Width: 0.0163 0.0833 0.1041 0.1499 0.2512 0.3595 0.4076 0.5066 0.5607 0.5849 0.6135 0.6459 0.6573 0.6695 0.6741 0.6902 0.7080 0.7279 0.7408 0.7824 0.7889 0.8202 0.8253 0.8671 0.8782 0.8877 0.8972 0.9131 0.9176 0.9326 0.9429 0.9508 0.9542 0.9584 0.9781 0.9819 0.9826 0.9834 0.9843 0.9852 0.9861 0.9869 0.9878 0.9887 0.9896 0.9905 0.9914 0.9923 0.9932 1.0000 Transect L401_SF Area: 0.0011 0.0034 0.0062 0.0091 0.0124 0.0161 0.0214 0.0281 0.0363 0.0455 0.0570 0.0706 0.0855 0.1012 0.1178 0.1351 0.1526 0.1703 0.1883 0.2064 0.2247 0.2433 0.2621 0.2813 0.3006 0.3206 0.3421 0.3640 0.3862 0.4086 0.4318 0.4557 0.4806 0.5065 0.5332 0.5605 0.5886 0.6181 0.6488 0.6799 0.7115 0.7432 0.7750 0.8069 0.8389 0.8709 0.9031 0.9353 0.9676 1.0000 Hrad: 0.0198 0.0423 0.0701 0.0961 0.1208 0.1418 0.1524 0.1614 0.1710 0.1818 0.1844 0.1918 0.2066 0.2230 0.2394 0.2522 0.2812 0.3105 0.3395 0.3683 0.3963 0.4222 0.4479 0.4751 0.5020 0.5276 0.5098 0.5365 0.5631 0.5895 0.6146 0.6389 0.6284 0.6537 0.6780 0.7017 0.7246 0.7459 0.7665 0.7873 0.7289 0.7596 0.7902 0.8207 0.8508 0.8808 0.9107 0.9406 0.9703 1.0000 Width: 0.0562 0.0809 0.0882 0.0953 0.1024 0.1409 0.1886 0.2219 0.2686 0.3050 0.3876 0.4473 0.4721 0.4974 0.5242 0.5365 0.5436 0.5495 0.5554 0.5613 0.5678 0.5771 0.5862 0.5929 0.5998 0.6487 0.6721 0.6796 0.6869 0.6942 0.7271 0.7485 0.7854 0.8097 0.8331 0.8518 0.8813 0.9390 0.9522 0.9654 0.9772 0.9795 0.9817 0.9839 0.9866 0.9893 0.9919 0.9946 0.9973 1.0000 Existing 100 Year SWMM Model Transect L414_SF Area: 0.0007 0.0019 0.0034 0.0051 0.0069 0.0089 0.0111 0.0137 0.0169 0.0205 0.0248 0.0293 0.0340 0.0412 0.0507 0.0623 0.0754 0.0902 0.1069 0.1253 0.1448 0.1647 0.1848 0.2053 0.2265 0.2501 0.2743 0.2994 0.3261 0.3538 0.3819 0.4106 0.4414 0.4735 0.5062 0.5390 0.5718 0.6046 0.6375 0.6703 0.7032 0.7361 0.7690 0.8019 0.8349 0.8679 0.9009 0.9339 0.9669 1.0000 Hrad: 0.0237 0.0480 0.0712 0.0931 0.1178 0.1412 0.1626 0.1741 0.1611 0.1774 0.1825 0.2091 0.2253 0.1865 0.2037 0.2153 0.2284 0.2341 0.2227 0.2452 0.2464 0.2782 0.3095 0.3403 0.3693 0.3943 0.4202 0.4449 0.4683 0.4898 0.5142 0.5381 0.5530 0.5738 0.5961 0.6201 0.6450 0.6705 0.6964 0.7228 0.7496 0.7766 0.8040 0.8315 0.8592 0.8871 0.9152 0.9433 0.9716 1.0000 Width: 0.0309 0.0401 0.0472 0.0539 0.0582 0.0625 0.0696 0.0893 0.1041 0.1163 0.1348 0.1391 0.1637 0.2644 0.3169 0.3825 0.4231 0.4770 0.5291 0.5770 0.5967 0.6040 0.6145 0.6249 0.6860 0.7248 0.7395 0.7922 0.8226 0.8454 0.8528 0.8935 0.9592 0.9808 0.9908 0.9914 0.9920 0.9926 0.9933 0.9939 0.9945 0.9951 0.9957 0.9963 0.9969 0.9975 0.9982 0.9988 0.9994 1.0000 Transect L444_SF Area: 0.0016 0.0051 0.0093 0.0142 0.0198 0.0262 0.0334 0.0411 0.0495 0.0585 0.0690 0.0821 0.0971 0.1126 0.1285 0.1456 0.1634 0.1824 0.2021 0.2226 0.2439 0.2662 0.2892 0.3127 0.3366 0.3612 0.3861 0.4112 0.4365 0.4619 0.4874 0.5129 0.5385 0.5642 0.5900 0.6159 0.6418 0.6678 0.6941 0.7206 0.7475 0.7747 0.8021 0.8296 0.8572 Existing 100 Year SWMM Model 0.8851 0.9134 0.9421 0.9709 1.0000 Hrad: 0.0218 0.0426 0.0656 0.0872 0.1113 0.1353 0.1589 0.1826 0.1925 0.2196 0.2388 0.2526 0.2664 0.2837 0.3004 0.3177 0.3345 0.3503 0.3683 0.3835 0.3997 0.4128 0.4305 0.4492 0.4687 0.4863 0.5082 0.5302 0.5525 0.5760 0.5997 0.6234 0.6471 0.6709 0.6947 0.7185 0.7423 0.7641 0.7840 0.8035 0.8222 0.8418 0.8637 0.8855 0.9073 0.9288 0.9387 0.9592 0.9797 1.0000 Width: 0.0830 0.1323 0.1574 0.1815 0.1971 0.2382 0.2564 0.2678 0.3025 0.3163 0.3995 0.5008 0.5240 0.5374 0.5734 0.5987 0.6293 0.6647 0.6846 0.7217 0.7442 0.7778 0.7976 0.8139 0.8285 0.8508 0.8573 0.8638 0.8699 0.8724 0.8749 0.8775 0.8800 0.8825 0.8850 0.8876 0.8901 0.8963 0.9058 0.9156 0.9267 0.9362 0.9413 0.9464 0.9515 0.9567 0.9802 0.9868 0.9934 1.0000 Transect L450_SF Area: 0.0010 0.0030 0.0056 0.0099 0.0159 0.0230 0.0312 0.0399 0.0491 0.0591 0.0702 0.0820 0.0945 0.1080 0.1222 0.1375 0.1532 0.1696 0.1869 0.2046 0.2233 0.2429 0.2629 0.2835 0.3048 0.3266 0.3494 0.3730 0.3970 0.4212 0.4458 0.4706 0.4957 0.5211 0.5468 0.5737 0.6009 0.6283 0.6560 0.6841 0.7128 0.7425 0.7728 0.8037 0.8351 0.8672 0.9002 0.9333 0.9666 1.0000 Hrad: 0.0220 0.0445 0.0666 0.0708 0.0785 0.0993 0.1227 0.1507 0.1734 0.1878 0.2032 0.2260 0.2392 0.2620 0.2770 0.2963 0.3214 0.3426 0.3571 0.3842 0.3955 0.4094 0.4393 0.4522 0.4769 0.4876 0.5008 0.5251 0.5507 0.5778 0.6047 0.6315 0.6576 0.6827 0.7063 0.7094 0.7362 0.7628 0.7892 0.8152 0.8404 0.8267 0.8440 0.8642 0.8840 0.8908 0.9113 0.9410 0.9705 1.0000 Existing 100 Year SWMM Model Width: 0.0475 0.0671 0.0932 0.1570 0.2030 0.2313 0.2547 0.2652 0.2831 0.3151 0.3455 0.3631 0.3953 0.4125 0.4415 0.4641 0.4769 0.5068 0.5236 0.5360 0.5764 0.5936 0.5987 0.6273 0.6393 0.6702 0.6979 0.7106 0.7211 0.7293 0.7375 0.7456 0.7540 0.7636 0.7745 0.8090 0.8165 0.8240 0.8316 0.8452 0.8702 0.8984 0.9160 0.9304 0.9450 0.9739 0.9881 0.9921 0.9960 1.0000 Transect L452_SF Area: 0.0017 0.0038 0.0064 0.0094 0.0128 0.0168 0.0216 0.0270 0.0327 0.0388 0.0452 0.0520 0.0590 0.0664 0.0741 0.0823 0.0911 0.1005 0.1104 0.1210 0.1321 0.1437 0.1557 0.1681 0.1810 0.1944 0.2084 0.2239 0.2458 0.2699 0.2950 0.3214 0.3498 0.3799 0.4116 0.4462 0.4824 0.5192 0.5565 0.5943 0.6325 0.6721 0.7124 0.7530 0.7937 0.8346 0.8757 0.9169 0.9584 1.0000 Hrad: 0.0347 0.0646 0.0912 0.1159 0.1387 0.1510 0.1655 0.1895 0.2170 0.2436 0.2694 0.2945 0.3191 0.3432 0.3651 0.3786 0.3919 0.4059 0.4206 0.4386 0.4757 0.5116 0.5459 0.5788 0.6104 0.6409 0.6692 0.6919 0.6887 0.6915 0.6976 0.7025 0.7083 0.7153 0.7214 0.7230 0.7346 0.7484 0.7645 0.7821 0.8008 0.8133 0.8340 0.8559 0.8785 0.9019 0.9258 0.9502 0.9749 1.0000 Width: 0.0466 0.0566 0.0666 0.0767 0.0871 0.1051 0.1230 0.1342 0.1420 0.1498 0.1576 0.1653 0.1731 0.1809 0.1897 0.2033 0.2176 0.2319 0.2462 0.2603 0.2714 0.2824 0.2934 0.3043 0.3153 0.3263 0.3448 0.4524 0.5611 0.5906 0.6145 0.6584 0.7011 0.7395 0.7841 0.8605 0.8751 0.8895 0.9003 0.9111 0.9219 0.9656 0.9699 0.9742 0.9785 0.9828 0.9871 0.9914 0.9957 1.0000 Existing 100 Year SWMM Model Transect L482_SF Area: 0.0007 0.0023 0.0045 0.0073 0.0112 0.0167 0.0233 0.0308 0.0395 0.0503 0.0624 0.0747 0.0873 0.1002 0.1132 0.1273 0.1433 0.1601 0.1779 0.1984 0.2199 0.2431 0.2672 0.2918 0.3167 0.3417 0.3669 0.3923 0.4178 0.4434 0.4692 0.4952 0.5215 0.5481 0.5749 0.6019 0.6292 0.6567 0.6844 0.7123 0.7405 0.7688 0.7973 0.8259 0.8547 0.8835 0.9125 0.9415 0.9707 1.0000 Hrad: 0.0155 0.0352 0.0541 0.0690 0.0726 0.0819 0.1014 0.1154 0.1255 0.1303 0.1537 0.1810 0.2070 0.2325 0.2575 0.2483 0.2618 0.2788 0.2773 0.2836 0.2966 0.3061 0.3290 0.3531 0.3790 0.4063 0.4334 0.4603 0.4870 0.5135 0.5389 0.5626 0.5861 0.6095 0.6335 0.6572 0.6808 0.7043 0.7280 0.7515 0.7749 0.7981 0.8236 0.8491 0.8746 0.8999 0.9251 0.9502 0.9752 1.0000 Width: 0.0433 0.0662 0.0861 0.1091 0.1596 0.2107 0.2371 0.2751 0.3249 0.3980 0.4181 0.4246 0.4331 0.4417 0.4502 0.5250 0.5598 0.5871 0.6556 0.7151 0.7574 0.8112 0.8290 0.8427 0.8513 0.8563 0.8612 0.8661 0.8710 0.8759 0.8826 0.8916 0.9007 0.9096 0.9174 0.9251 0.9329 0.9406 0.9477 0.9548 0.9619 0.9690 0.9732 0.9770 0.9808 0.9847 0.9885 0.9923 0.9962 1.0000 Transect L508_SF Area: 0.0010 0.0034 0.0074 0.0127 0.0196 0.0285 0.0397 0.0546 0.0702 0.0862 0.1025 0.1191 0.1361 0.1534 0.1712 0.1893 0.2079 0.2272 0.2472 0.2678 0.2887 0.3099 0.3315 0.3534 0.3756 0.3981 0.4210 0.4442 0.4677 0.4915 0.5156 0.5399 0.5643 0.5888 0.6134 0.6380 0.6627 0.6876 0.7125 0.7375 0.7627 0.7881 0.8137 0.8395 0.8655 0.8918 0.9183 0.9452 0.9724 1.0000 Existing 100 Year SWMM Model Hrad: 0.0086 0.0194 0.0329 0.0475 0.0591 0.0716 0.0731 0.0922 0.1199 0.1472 0.1741 0.2008 0.2271 0.2525 0.2773 0.3014 0.3255 0.3498 0.3731 0.3967 0.4203 0.4433 0.4659 0.4881 0.5098 0.5312 0.5520 0.5723 0.5923 0.6120 0.6315 0.6514 0.6720 0.6926 0.7132 0.7337 0.7542 0.7747 0.7951 0.8151 0.8348 0.8545 0.8739 0.8930 0.9118 0.9304 0.9485 0.9663 0.9834 1.0000 Width: 0.0569 0.1145 0.1675 0.2160 0.2827 0.3512 0.4824 0.5527 0.5660 0.5791 0.5918 0.6034 0.6151 0.6289 0.6430 0.6579 0.6811 0.7053 0.7287 0.7444 0.7563 0.7681 0.7799 0.7915 0.8032 0.8148 0.8260 0.8376 0.8492 0.8605 0.8684 0.8745 0.8774 0.8803 0.8833 0.8862 0.8891 0.8921 0.8954 0.9019 0.9083 0.9148 0.9214 0.9299 0.9383 0.9468 0.9580 0.9694 0.9838 1.0000 Transect L510_SF Area: 0.0002 0.0010 0.0022 0.0039 0.0061 0.0088 0.0117 0.0151 0.0187 0.0228 0.0272 0.0324 0.0386 0.0458 0.0539 0.0628 0.0725 0.0830 0.0944 0.1066 0.1198 0.1339 0.1490 0.1653 0.1828 0.2016 0.2217 0.2436 0.2675 0.2943 0.3229 0.3540 0.3890 0.4241 0.4592 0.4944 0.5298 0.5652 0.6007 0.6363 0.6719 0.7077 0.7435 0.7794 0.8156 0.8520 0.8886 0.9255 0.9626 1.0000 Hrad: 0.0261 0.0522 0.0783 0.1043 0.1304 0.1624 0.1941 0.2247 0.2538 0.2820 0.3098 0.3311 0.3456 0.3559 0.3656 0.3824 0.3988 0.4141 0.4288 0.4426 0.4557 0.4678 0.4797 0.4873 0.4938 0.5012 0.5098 0.5147 0.5149 0.5046 0.5011 0.4507 0.4218 0.4570 0.4921 0.5271 0.5621 0.5969 0.6317 0.6663 0.7009 0.7354 0.7698 0.8036 0.8368 0.8699 0.9027 0.9354 0.9678 1.0000 Width: Existing 100 Year SWMM Model 0.0131 0.0261 0.0392 0.0523 0.0653 0.0751 0.0842 0.0934 0.1028 0.1124 0.1252 0.1519 0.1786 0.2053 0.2270 0.2486 0.2705 0.2923 0.3142 0.3379 0.3633 0.3907 0.4182 0.4503 0.4841 0.5191 0.5581 0.6101 0.6655 0.7410 0.7854 0.9201 0.9346 0.9369 0.9392 0.9414 0.9437 0.9460 0.9482 0.9505 0.9528 0.9550 0.9573 0.9618 0.9682 0.9745 0.9809 0.9873 0.9936 1.0000 Transect L516_SF Area: 0.0013 0.0032 0.0057 0.0092 0.0151 0.0227 0.0321 0.0434 0.0555 0.0685 0.0823 0.0967 0.1117 0.1274 0.1435 0.1601 0.1771 0.1945 0.2124 0.2309 0.2502 0.2701 0.2908 0.3122 0.3344 0.3570 0.3801 0.4035 0.4273 0.4517 0.4768 0.5028 0.5297 0.5568 0.5840 0.6112 0.6384 0.6657 0.6931 0.7205 0.7480 0.7756 0.8032 0.8308 0.8586 0.8865 0.9146 0.9429 0.9714 1.0000 Hrad: 0.0236 0.0429 0.0604 0.0740 0.0795 0.0896 0.0967 0.1102 0.1318 0.1527 0.1752 0.1982 0.2206 0.2423 0.2665 0.2900 0.3131 0.3357 0.3520 0.3673 0.3823 0.3970 0.4114 0.4253 0.4396 0.4602 0.4808 0.5012 0.5177 0.5318 0.5422 0.5464 0.5634 0.5901 0.6168 0.6434 0.6699 0.6963 0.7227 0.7489 0.7750 0.8011 0.8271 0.8529 0.8779 0.9027 0.9272 0.9517 0.9759 1.0000 Width: 0.0562 0.0773 0.0983 0.1718 0.2359 0.2930 0.3655 0.4089 0.4376 0.4658 0.4904 0.5131 0.5346 0.5561 0.5705 0.5849 0.5987 0.6113 0.6343 0.6585 0.6829 0.7076 0.7327 0.7583 0.7833 0.7971 0.8093 0.8216 0.8392 0.8606 0.8877 0.9249 0.9427 0.9446 0.9466 0.9485 0.9505 0.9525 0.9544 0.9564 0.9583 0.9603 0.9623 0.9642 0.9701 0.9761 0.9821 0.9880 0.9940 1.0000 Transect L516_SF2 Existing 100 Year SWMM Model Area: 0.0008 0.0026 0.0051 0.0084 0.0134 0.0196 0.0270 0.0363 0.0475 0.0605 0.0751 0.0914 0.1096 0.1296 0.1506 0.1717 0.1929 0.2142 0.2357 0.2572 0.2790 0.3010 0.3232 0.3456 0.3682 0.3911 0.4141 0.4374 0.4608 0.4845 0.5085 0.5327 0.5571 0.5818 0.6068 0.6319 0.6572 0.6825 0.7081 0.7337 0.7595 0.7854 0.8116 0.8379 0.8645 0.8912 0.9181 0.9452 0.9725 1.0000 Hrad: 0.0148 0.0335 0.0512 0.0649 0.0710 0.0895 0.1056 0.1193 0.1311 0.1433 0.1534 0.1613 0.1665 0.1773 0.1973 0.2238 0.2502 0.2764 0.3026 0.3278 0.3519 0.3758 0.3995 0.4233 0.4470 0.4705 0.4938 0.5168 0.5390 0.5610 0.5829 0.6043 0.6255 0.6465 0.6684 0.6924 0.7162 0.7399 0.7635 0.7870 0.8105 0.8320 0.8534 0.8746 0.8957 0.9167 0.9377 0.9586 0.9793 1.0000 Width: 0.0524 0.0779 0.1030 0.1493 0.2091 0.2352 0.3098 0.3693 0.4408 0.5007 0.5582 0.6218 0.6953 0.7487 0.7632 0.7671 0.7711 0.7751 0.7791 0.7848 0.7929 0.8010 0.8090 0.8167 0.8240 0.8313 0.8386 0.8464 0.8551 0.8638 0.8725 0.8816 0.8908 0.9001 0.9079 0.9128 0.9176 0.9225 0.9274 0.9323 0.9372 0.9440 0.9511 0.9581 0.9651 0.9721 0.9791 0.9861 0.9930 1.0000 Transect L520_SF Area: 0.0006 0.0023 0.0050 0.0084 0.0134 0.0222 0.0342 0.0481 0.0635 0.0794 0.0969 0.1158 0.1359 0.1569 0.1789 0.2022 0.2254 0.2487 0.2720 0.2952 0.3185 0.3419 0.3652 0.3885 0.4119 0.4352 0.4586 0.4820 0.5054 0.5288 0.5523 0.5757 0.5992 0.6226 0.6461 0.6696 0.6931 0.7167 0.7402 0.7637 0.7873 0.8109 0.8345 0.8581 0.8817 0.9053 0.9290 0.9526 0.9763 1.0000 Hrad: Existing 100 Year SWMM Model 0.0120 0.0247 0.0389 0.0551 0.0647 0.0500 0.0662 0.0795 0.0962 0.1166 0.1362 0.1538 0.1557 0.1745 0.1830 0.2066 0.2302 0.2538 0.2774 0.3009 0.3245 0.3480 0.3715 0.3950 0.4185 0.4419 0.4654 0.4888 0.5122 0.5356 0.5589 0.5823 0.6056 0.6290 0.6523 0.6756 0.6989 0.7221 0.7454 0.7686 0.7918 0.8150 0.8382 0.8613 0.8845 0.9076 0.9307 0.9538 0.9769 1.0000 Width: 0.0504 0.0952 0.1292 0.1524 0.2698 0.4716 0.5450 0.6358 0.6614 0.6915 0.7708 0.8240 0.8748 0.9012 0.9803 0.9809 0.9814 0.9820 0.9826 0.9831 0.9837 0.9843 0.9848 0.9854 0.9859 0.9865 0.9871 0.9876 0.9882 0.9888 0.9893 0.9899 0.9904 0.9910 0.9916 0.9921 0.9927 0.9933 0.9938 0.9944 0.9949 0.9955 0.9961 0.9966 0.9972 0.9978 0.9983 0.9989 0.9994 1.0000 Transect L525_SF Area: 0.0008 0.0024 0.0046 0.0073 0.0109 0.0152 0.0215 0.0296 0.0393 0.0513 0.0667 0.0850 0.1051 0.1259 0.1470 0.1684 0.1901 0.2119 0.2339 0.2561 0.2783 0.3007 0.3232 0.3458 0.3686 0.3919 0.4156 0.4395 0.4637 0.4881 0.5126 0.5374 0.5622 0.5871 0.6121 0.6372 0.6624 0.6876 0.7129 0.7384 0.7639 0.7896 0.8155 0.8415 0.8676 0.8938 0.9202 0.9467 0.9733 1.0000 Hrad: 0.0166 0.0342 0.0507 0.0651 0.0762 0.0870 0.0953 0.1054 0.1134 0.0989 0.1112 0.1210 0.1399 0.1649 0.1896 0.2148 0.2397 0.2643 0.2899 0.3155 0.3409 0.3661 0.3912 0.4161 0.4350 0.4543 0.4754 0.4966 0.5193 0.5419 0.5643 0.5880 0.6126 0.6371 0.6615 0.6857 0.7099 0.7339 0.7579 0.7809 0.8031 0.8252 0.8472 0.8690 0.8909 0.9130 0.9349 0.9567 0.9784 1.0000 Width: 0.0475 0.0715 0.0928 0.1160 0.1465 Existing 100 Year SWMM Model 0.1798 0.2735 0.3320 0.3978 0.5330 0.6234 0.7219 0.7709 0.7828 0.7946 0.8029 0.8112 0.8196 0.8241 0.8283 0.8326 0.8368 0.8411 0.8453 0.8617 0.8768 0.8878 0.8984 0.9057 0.9129 0.9202 0.9250 0.9282 0.9313 0.9345 0.9377 0.9409 0.9441 0.9472 0.9514 0.9566 0.9617 0.9668 0.9719 0.9768 0.9814 0.9861 0.9907 0.9954 1.0000 Transect L540_SF Area: 0.0008 0.0022 0.0042 0.0087 0.0164 0.0275 0.0397 0.0527 0.0664 0.0810 0.0970 0.1144 0.1325 0.1510 0.1698 0.1898 0.2112 0.2326 0.2542 0.2757 0.2973 0.3190 0.3407 0.3624 0.3842 0.4061 0.4281 0.4503 0.4725 0.4948 0.5173 0.5399 0.5627 0.5858 0.6092 0.6331 0.6574 0.6819 0.7067 0.7316 0.7569 0.7826 0.8087 0.8351 0.8619 0.8890 0.9163 0.9440 0.9718 1.0000 Hrad: 0.0994 0.2023 0.2935 0.3005 0.3296 0.4065 0.5095 0.6248 0.7396 0.8292 0.8910 0.9949 1.1230 1.2554 1.3797 1.3739 1.5247 1.6750 1.8249 1.9742 2.1231 2.2715 2.4194 2.5668 0.5024 0.5280 0.5535 0.5788 0.6040 0.6290 0.6539 0.6782 0.6972 0.7160 0.7323 0.7452 0.7650 0.7864 0.8077 0.8289 0.8426 0.8563 0.8725 0.8887 0.9069 0.9252 0.9435 0.9625 0.9813 1.0000 Width: 0.0428 0.0606 0.0785 0.2212 0.3405 0.4113 0.4485 0.4731 0.4977 0.5364 0.5964 0.6298 0.6462 0.6585 0.6738 0.7564 0.7580 0.7597 0.7614 0.7630 0.7647 0.7663 0.7680 0.7696 0.7719 0.7759 0.7799 0.7840 0.7880 0.7921 0.7961 0.8007 0.8115 0.8223 0.8360 0.8535 0.8630 0.8704 0.8778 0.8852 0.9007 0.9161 0.9288 0.9415 0.9519 0.9620 0.9720 0.9814 0.9907 1.0000 Transect L600_SF Area: Existing 100 Year SWMM Model 0.0008 0.0038 0.0081 0.0149 0.0236 0.0334 0.0450 0.0587 0.0730 0.0877 0.1027 0.1181 0.1339 0.1502 0.1667 0.1835 0.2005 0.2178 0.2363 0.2559 0.2759 0.2964 0.3172 0.3383 0.3596 0.3812 0.4031 0.4255 0.4483 0.4714 0.4948 0.5185 0.5425 0.5669 0.5916 0.6168 0.6427 0.6690 0.6955 0.7223 0.7493 0.7764 0.8038 0.8312 0.8588 0.8866 0.9147 0.9429 0.9714 1.0000 Hrad: 0.0136 0.0309 0.0460 0.0568 0.0747 0.0951 0.0994 0.1179 0.1407 0.1652 0.1886 0.2127 0.2350 0.2576 0.2817 0.3065 0.3306 0.3466 0.3528 0.3719 0.3921 0.4104 0.4332 0.4562 0.4786 0.5001 0.5194 0.5384 0.5579 0.5797 0.6009 0.6206 0.6400 0.6595 0.6780 0.6957 0.7070 0.7290 0.7503 0.7723 0.7955 0.8187 0.8417 0.8650 0.8888 0.9104 0.9314 0.9532 0.9765 1.0000 Width: 0.0666 0.1228 0.1966 0.2809 0.3200 0.3669 0.4540 0.4935 0.5060 0.5182 0.5325 0.5436 0.5593 0.5733 0.5827 0.5894 0.5968 0.6248 0.6709 0.6909 0.7060 0.7237 0.7322 0.7398 0.7480 0.7581 0.7727 0.7879 0.8029 0.8120 0.8216 0.8331 0.8450 0.8565 0.8696 0.8843 0.9148 0.9221 0.9307 0.9383 0.9443 0.9502 0.9562 0.9615 0.9659 0.9741 0.9832 0.9909 0.9957 1.0000 Transect L620_SF Area: 0.0012 0.0074 0.0172 0.0293 0.0418 0.0553 0.0697 0.0848 0.1002 0.1158 0.1317 0.1480 0.1645 0.1813 0.1982 0.2156 0.2333 0.2514 0.2698 0.2896 0.3111 0.3340 0.3571 0.3802 0.4034 0.4266 0.4499 0.4731 0.4964 0.5198 0.5431 0.5665 0.5900 0.6134 0.6369 0.6604 0.6840 0.7077 0.7314 0.7552 0.7791 0.8030 0.8272 0.8517 0.8762 0.9008 0.9255 0.9503 0.9751 1.0000 Hrad: 0.0166 0.0295 0.0446 0.0706 0.0948 Existing 100 Year SWMM Model 0.1189 0.1399 0.1663 0.1935 0.2203 0.2484 0.2763 0.3036 0.3304 0.3568 0.3822 0.4069 0.4310 0.4543 0.4742 0.4908 0.5057 0.5213 0.5375 0.5542 0.5712 0.5885 0.6060 0.6238 0.6417 0.6598 0.6779 0.6962 0.7145 0.7329 0.7513 0.7695 0.7878 0.8061 0.8243 0.8425 0.8607 0.8769 0.8946 0.9123 0.9299 0.9475 0.9650 0.9825 1.0000 Width: 0.1003 0.3169 0.4620 0.4949 0.5265 0.5549 0.5960 0.6118 0.6221 0.6325 0.6451 0.6585 0.6679 0.6766 0.6853 0.7077 0.7193 0.7309 0.7481 0.8316 0.8909 0.9270 0.9283 0.9295 0.9307 0.9319 0.9332 0.9344 0.9356 0.9369 0.9381 0.9393 0.9405 0.9418 0.9430 0.9452 0.9480 0.9507 0.9534 0.9562 0.9589 0.9616 0.9815 0.9841 0.9868 0.9894 0.9921 0.9947 0.9974 1.0000 Transect L626_SF Area: 0.0018 0.0051 0.0094 0.0146 0.0206 0.0273 0.0346 0.0424 0.0508 0.0597 0.0691 0.0791 0.0899 0.1013 0.1135 0.1265 0.1405 0.1555 0.1737 0.1963 0.2191 0.2421 0.2653 0.2887 0.3125 0.3366 0.3611 0.3860 0.4112 0.4367 0.4626 0.4887 0.5152 0.5419 0.5690 0.5963 0.6239 0.6518 0.6799 0.7083 0.7369 0.7657 0.7945 0.8235 0.8526 0.8818 0.9112 0.9407 0.9703 1.0000 Hrad: 0.0192 0.0389 0.0570 0.0751 0.0922 0.1124 0.1317 0.1503 0.1684 0.1861 0.2033 0.2182 0.2315 0.2448 0.2574 0.2676 0.2799 0.2815 0.2476 0.2697 0.2926 0.3158 0.3393 0.3609 0.3818 0.4027 0.4237 0.4450 0.4662 0.4873 0.5106 0.5381 0.5652 0.5921 0.6186 0.6448 0.6708 0.6966 0.7222 0.7476 0.7730 0.7984 0.8238 0.8491 0.8744 0.8997 0.9248 0.9500 0.9750 1.0000 Width: 0.0921 0.1271 0.1600 0.1882 0.2163 0.2349 0.2532 0.2716 0.2898 0.3078 Existing 100 Year SWMM Model 0.3258 0.3474 0.3717 0.3963 0.4223 0.4531 0.4810 0.5300 0.7555 0.7619 0.7683 0.7746 0.7810 0.7919 0.8042 0.8164 0.8285 0.8397 0.8509 0.8621 0.8729 0.8828 0.8927 0.9026 0.9125 0.9217 0.9308 0.9399 0.9490 0.9573 0.9615 0.9658 0.9701 0.9744 0.9786 0.9829 0.9872 0.9915 0.9957 1.0000 Transect L630_SF Area: 0.0024 0.0071 0.0126 0.0188 0.0269 0.0360 0.0466 0.0586 0.0715 0.0853 0.1003 0.1161 0.1327 0.1499 0.1682 0.1882 0.2087 0.2296 0.2507 0.2719 0.2932 0.3147 0.3362 0.3578 0.3795 0.4013 0.4232 0.4453 0.4674 0.4896 0.5119 0.5344 0.5572 0.5803 0.6037 0.6273 0.6511 0.6751 0.6994 0.7239 0.7496 0.7758 0.8023 0.8290 0.8560 0.8837 0.9121 0.9408 0.9700 1.0000 Hrad: 0.0177 0.0377 0.0588 0.0782 0.0891 0.1081 0.1229 0.1390 0.1558 0.1715 0.1877 0.2053 0.2226 0.2394 0.2530 0.2647 0.2829 0.3015 0.3225 0.3468 0.3711 0.3954 0.4196 0.4439 0.4681 0.4922 0.5163 0.5403 0.5643 0.5882 0.6120 0.6353 0.6584 0.6813 0.7039 0.7264 0.7488 0.7710 0.7930 0.8149 0.8324 0.8528 0.8730 0.8931 0.9124 0.9302 0.9486 0.9669 0.9849 1.0000 Width: 0.1229 0.1681 0.1917 0.2153 0.2836 0.3205 0.3724 0.4070 0.4367 0.4718 0.5087 0.5308 0.5529 0.5766 0.6178 0.6689 0.6780 0.6870 0.6936 0.6968 0.7000 0.7032 0.7064 0.7096 0.7128 0.7160 0.7192 0.7224 0.7255 0.7287 0.7339 0.7427 0.7514 0.7601 0.7688 0.7764 0.7839 0.7913 0.7988 0.8063 0.8532 0.8620 0.8707 0.8794 0.8947 0.9200 0.9351 0.9489 0.9643 1.0000 Transect L640_SF Area: 0.0021 0.0057 0.0107 0.0168 0.0239 Existing 100 Year SWMM Model 0.0317 0.0400 0.0489 0.0583 0.0682 0.0786 0.0895 0.1006 0.1122 0.1241 0.1363 0.1491 0.1627 0.1769 0.1917 0.2074 0.2240 0.2418 0.2603 0.2796 0.2993 0.3196 0.3404 0.3618 0.3836 0.4059 0.4286 0.4517 0.4752 0.4992 0.5237 0.5491 0.5763 0.6086 0.6418 0.6756 0.7098 0.7445 0.7797 0.8153 0.8513 0.8878 0.9247 0.9621 1.0000 Hrad: 0.0228 0.0436 0.0629 0.0836 0.1055 0.1277 0.1516 0.1745 0.1967 0.2181 0.2390 0.2624 0.2855 0.3080 0.3301 0.3500 0.3630 0.3763 0.3899 0.4027 0.4140 0.4186 0.4263 0.4426 0.4600 0.4795 0.4989 0.5180 0.5370 0.5564 0.5838 0.6105 0.6367 0.6623 0.6875 0.7166 0.7445 0.7682 0.7849 0.8028 0.8212 0.8402 0.8596 0.8793 0.8993 0.9194 0.9395 0.9597 0.9799 1.0000 Width: 0.0783 0.1132 0.1468 0.1739 0.1949 0.2130 0.2263 0.2396 0.2529 0.2662 0.2795 0.2890 0.2982 0.3073 0.3165 0.3274 0.3454 0.3634 0.3814 0.4003 0.4214 0.4508 0.4782 0.4958 0.5121 0.5257 0.5392 0.5528 0.5664 0.5798 0.5903 0.6009 0.6114 0.6220 0.6326 0.6552 0.6783 0.7924 0.8637 0.8779 0.8921 0.9051 0.9164 0.9278 0.9391 0.9505 0.9629 0.9753 0.9876 1.0000 Transect L648_SF Area: 0.0009 0.0034 0.0072 0.0118 0.0173 0.0238 0.0310 0.0388 0.0472 0.0563 0.0661 0.0764 0.0874 0.0989 0.1110 0.1237 0.1369 0.1507 0.1652 0.1805 0.1967 0.2137 0.2315 0.2499 0.2690 0.2887 0.3090 0.3300 0.3516 0.3739 0.3968 0.4204 0.4445 0.4691 0.4944 0.5203 0.5467 0.5738 0.6015 0.6305 0.6608 0.6931 0.7285 0.7649 0.8017 0.8390 0.8767 0.9148 0.9564 1.0000 Hrad: 0.0170 0.0366 0.0581 0.0788 0.0983 0.1178 0.1400 0.1614 0.1821 0.2023 Existing 100 Year SWMM Model 0.2220 0.2422 0.2625 0.2824 0.3020 0.3214 0.3408 0.3602 0.3844 0.4076 0.4294 0.4505 0.4789 0.5062 0.5326 0.5581 0.5830 0.6072 0.6307 0.6535 0.6759 0.6981 0.7207 0.7428 0.7645 0.7859 0.8070 0.8277 0.8451 0.8596 0.8709 0.8761 0.8815 0.8984 0.9159 0.9340 0.9526 0.9715 0.9863 1.0000 Width: 0.0397 0.0725 0.0947 0.1150 0.1353 0.1548 0.1693 0.1838 0.1982 0.2127 0.2272 0.2407 0.2538 0.2668 0.2799 0.2930 0.3057 0.3183 0.3367 0.3558 0.3750 0.3933 0.4084 0.4236 0.4383 0.4526 0.4668 0.4810 0.4957 0.5106 0.5254 0.5386 0.5503 0.5638 0.5774 0.5909 0.6045 0.6183 0.6400 0.6684 0.7048 0.7616 0.8172 0.8269 0.8366 0.8462 0.8558 0.8654 0.9682 1.0000 Transect L651_SF Area: 0.0025 0.0100 0.0216 0.0369 0.0534 0.0709 0.0894 0.1083 0.1282 0.1486 0.1691 0.1898 0.2105 0.2314 0.2523 0.2733 0.2944 0.3156 0.3370 0.3583 0.3797 0.4010 0.4224 0.4438 0.4651 0.4865 0.5079 0.5292 0.5506 0.5720 0.5934 0.6147 0.6361 0.6575 0.6789 0.7003 0.7217 0.7431 0.7645 0.7859 0.8073 0.8287 0.8501 0.8715 0.8929 0.9143 0.9357 0.9572 0.9786 1.0000 Hrad: 0.0147 0.0360 0.0516 0.0745 0.0989 0.1215 0.1430 0.1642 0.1836 0.2034 0.2235 0.2435 0.2636 0.2837 0.3037 0.3236 0.3435 0.3633 0.3830 0.4030 0.4231 0.4432 0.4633 0.4833 0.5034 0.5235 0.5435 0.5636 0.5836 0.6036 0.6236 0.6436 0.6635 0.6835 0.7034 0.7233 0.7432 0.7631 0.7829 0.8028 0.8226 0.8424 0.8621 0.8819 0.9016 0.9213 0.9410 0.9607 0.9804 1.0000 Width: 0.2590 0.4345 0.6577 0.7455 0.7943 0.8413 0.8751 0.8977 0.9520 0.9566 0.9611 0.9656 0.9701 0.9747 0.9792 Existing 100 Year SWMM Model 0.9837 0.9883 0.9928 0.9968 0.9969 0.9970 0.9971 0.9972 0.9973 0.9974 0.9975 0.9976 0.9977 0.9978 0.9979 0.9980 0.9981 0.9982 0.9983 0.9984 0.9985 0.9986 0.9987 0.9989 0.9990 0.9991 0.9992 0.9993 0.9994 0.9995 0.9996 0.9997 0.9998 0.9999 1.0000 Transect L670_SF Area: 0.0004 0.0015 0.0034 0.0060 0.0093 0.0134 0.0183 0.0238 0.0301 0.0369 0.0442 0.0519 0.0601 0.0688 0.0780 0.0876 0.0976 0.1082 0.1192 0.1307 0.1427 0.1551 0.1680 0.1815 0.1954 0.2098 0.2248 0.2403 0.2563 0.2729 0.2899 0.3075 0.3256 0.3444 0.3639 0.3869 0.4146 0.4451 0.4783 0.5144 0.5532 0.5947 0.6382 0.6828 0.7291 0.7788 0.8317 0.8874 0.9435 1.0000 Hrad: 0.0235 0.0470 0.0705 0.0940 0.1175 0.1410 0.1646 0.1881 0.2158 0.2465 0.2761 0.3050 0.3331 0.3608 0.3879 0.4147 0.4411 0.4672 0.4931 0.5187 0.5439 0.5687 0.5934 0.6167 0.6396 0.6625 0.6854 0.7083 0.7313 0.7542 0.7772 0.8002 0.8197 0.8370 0.8546 0.8598 0.8524 0.8453 0.8390 0.8344 0.8435 0.8529 0.8092 0.8413 0.8713 0.8982 0.9223 0.9461 0.9723 1.0000 Width: 0.0132 0.0263 0.0395 0.0526 0.0658 0.0790 0.0921 0.1053 0.1158 0.1241 0.1324 0.1407 0.1490 0.1573 0.1656 0.1739 0.1822 0.1905 0.1988 0.2071 0.2155 0.2240 0.2324 0.2414 0.2506 0.2598 0.2691 0.2783 0.2875 0.2967 0.3059 0.3151 0.3257 0.3375 0.3539 0.4578 0.5146 0.5631 0.6116 0.6615 0.7098 0.7586 0.7774 0.7963 0.8492 0.9043 0.9659 0.9889 0.9944 1.0000 Transect L676_SF Area: 0.0003 0.0012 0.0026 0.0047 0.0073 0.0105 0.0143 0.0188 0.0239 0.0297 Existing 100 Year SWMM Model 0.0380 0.0495 0.0640 0.0800 0.0961 0.1123 0.1286 0.1451 0.1616 0.1782 0.1949 0.2118 0.2287 0.2457 0.2629 0.2801 0.2974 0.3152 0.3345 0.3553 0.3793 0.4039 0.4286 0.4536 0.4791 0.5052 0.5320 0.5595 0.5875 0.6172 0.6532 0.6916 0.7301 0.7687 0.8072 0.8457 0.8843 0.9229 0.9614 1.0000 Hrad: 0.0196 0.0392 0.0588 0.0784 0.0980 0.1176 0.1357 0.1541 0.1728 0.1912 0.1987 0.1590 0.1793 0.1949 0.2325 0.2699 0.3069 0.3437 0.3803 0.4166 0.4526 0.4884 0.5239 0.5591 0.5942 0.6290 0.6636 0.6968 0.7261 0.7513 0.6031 0.6363 0.6692 0.7017 0.7334 0.7641 0.7939 0.8230 0.8513 0.8770 0.8904 0.6961 0.7343 0.7724 0.8105 0.8485 0.8865 0.9244 0.9622 1.0000 Width: 0.0152 0.0303 0.0455 0.0606 0.0758 0.0909 0.1074 0.1240 0.1407 0.1713 0.2554 0.3398 0.4076 0.4166 0.4192 0.4218 0.4244 0.4270 0.4296 0.4322 0.4348 0.4374 0.4400 0.4426 0.4452 0.4478 0.4504 0.4796 0.5185 0.5813 0.6330 0.6385 0.6441 0.6527 0.6694 0.6861 0.7027 0.7194 0.7361 0.8634 0.9826 0.9982 0.9984 0.9987 0.9989 0.9991 0.9993 0.9996 0.9998 1.0000 Transect L710_SF Area: 0.0011 0.0034 0.0082 0.0151 0.0232 0.0343 0.0468 0.0601 0.0744 0.0895 0.1052 0.1216 0.1386 0.1561 0.1741 0.1925 0.2110 0.2299 0.2491 0.2686 0.2885 0.3086 0.3291 0.3498 0.3710 0.3927 0.4148 0.4373 0.4601 0.4832 0.5065 0.5301 0.5540 0.5784 0.6030 0.6278 0.6529 0.6782 0.7039 0.7297 0.7556 0.7818 0.8084 0.8353 0.8625 0.8898 0.9171 0.9446 0.9723 1.0000 Hrad: 0.0194 0.0324 0.0415 0.0570 0.0743 0.0779 0.1003 0.1220 0.1475 0.1721 0.1956 0.2188 0.2414 0.2639 0.2862 Existing 100 Year SWMM Model 0.3090 0.3318 0.3541 0.3758 0.3978 0.4192 0.4408 0.4628 0.4820 0.5024 0.5212 0.5415 0.5617 0.5821 0.6026 0.6222 0.6423 0.6598 0.6797 0.6999 0.7199 0.7394 0.7582 0.7788 0.7997 0.8205 0.8374 0.8556 0.8728 0.8938 0.9159 0.9367 0.9572 0.9786 1.0000 Width: 0.0578 0.1098 0.2047 0.2680 0.3464 0.4351 0.4611 0.4908 0.5360 0.5521 0.5822 0.6007 0.6209 0.6379 0.6566 0.6644 0.6728 0.6842 0.6984 0.7083 0.7205 0.7307 0.7385 0.7568 0.7695 0.7901 0.8029 0.8150 0.8254 0.8341 0.8450 0.8544 0.8715 0.8809 0.8892 0.8977 0.9075 0.9189 0.9252 0.9306 0.9360 0.9516 0.9626 0.9760 0.9801 0.9819 0.9869 0.9927 0.9963 1.0000 Transect L730_SF Area: 0.0011 0.0049 0.0116 0.0232 0.0369 0.0509 0.0651 0.0801 0.0961 0.1126 0.1293 0.1461 0.1632 0.1804 0.1978 0.2157 0.2337 0.2522 0.2710 0.2902 0.3098 0.3297 0.3501 0.3710 0.3920 0.4132 0.4344 0.4558 0.4773 0.4990 0.5208 0.5428 0.5650 0.5873 0.6105 0.6348 0.6601 0.6857 0.7114 0.7371 0.7629 0.7889 0.8149 0.8410 0.8673 0.8936 0.9200 0.9465 0.9731 1.0000 Hrad: 0.0133 0.0282 0.0391 0.0459 0.0695 0.0941 0.1180 0.1410 0.1604 0.1825 0.2062 0.2299 0.2534 0.2764 0.2986 0.3209 0.3435 0.3651 0.3859 0.4062 0.4263 0.4454 0.4623 0.4829 0.5046 0.5263 0.5477 0.5688 0.5897 0.6105 0.6311 0.6518 0.6726 0.6932 0.7125 0.7304 0.7398 0.7598 0.7800 0.8002 0.8204 0.8407 0.8612 0.8817 0.9023 0.9230 0.9437 0.9641 0.9844 1.0000 Width: 0.0835 0.1803 0.3412 0.4854 0.5034 0.5140 0.5293 0.5611 0.5953 0.6054 0.6116 0.6177 0.6237 0.6317 0.6434 0.6544 0.6641 0.6799 0.6948 0.7068 Existing 100 Year SWMM Model 0.7193 0.7344 0.7571 0.7646 0.7682 0.7717 0.7765 0.7818 0.7877 0.7938 0.7999 0.8058 0.8111 0.8181 0.8727 0.8983 0.9324 0.9346 0.9367 0.9397 0.9440 0.9479 0.9513 0.9547 0.9578 0.9609 0.9640 0.9686 0.9738 1.0000 Transect L736_SF Area: 0.0007 0.0028 0.0064 0.0108 0.0157 0.0210 0.0264 0.0320 0.0379 0.0440 0.0503 0.0568 0.0635 0.0705 0.0776 0.0850 0.0926 0.1004 0.1084 0.1166 0.1251 0.1338 0.1427 0.1550 0.1709 0.1910 0.2164 0.2460 0.2777 0.3111 0.3449 0.3788 0.4127 0.4467 0.4808 0.5150 0.5492 0.5835 0.6178 0.6523 0.6867 0.7213 0.7559 0.7906 0.8253 0.8601 0.8950 0.9299 0.9649 1.0000 Hrad: 0.0191 0.0383 0.0598 0.0869 0.1173 0.1493 0.1801 0.2098 0.2386 0.2665 0.2937 0.3202 0.3461 0.3715 0.3964 0.4208 0.4448 0.4685 0.4918 0.5148 0.5375 0.5599 0.5821 0.5833 0.5480 0.5131 0.4793 0.4591 0.4355 0.4345 0.4572 0.4818 0.5077 0.5346 0.5622 0.5903 0.6188 0.6476 0.6767 0.7058 0.7352 0.7646 0.7940 0.8235 0.8529 0.8824 0.9119 0.9413 0.9707 1.0000 Width: 0.0405 0.0809 0.1160 0.1348 0.1455 0.1517 0.1578 0.1640 0.1701 0.1763 0.1824 0.1886 0.1947 0.2009 0.2070 0.2132 0.2193 0.2255 0.2316 0.2378 0.2439 0.2501 0.2562 0.4028 0.5064 0.6477 0.7969 0.8745 0.9282 0.9627 0.9646 0.9664 0.9683 0.9702 0.9720 0.9739 0.9758 0.9776 0.9795 0.9813 0.9832 0.9851 0.9869 0.9888 0.9907 0.9925 0.9944 0.9963 0.9981 1.0000 Transect L740_SF Area: 0.0005 0.0017 0.0036 0.0059 0.0088 0.0139 0.0205 0.0289 0.0384 0.0489 0.0603 0.0726 0.0857 0.0997 0.1157 Existing 100 Year SWMM Model 0.1340 0.1526 0.1716 0.1909 0.2105 0.2305 0.2510 0.2721 0.2941 0.3165 0.3393 0.3625 0.3861 0.4104 0.4362 0.4630 0.4903 0.5178 0.5453 0.5730 0.6008 0.6287 0.6567 0.6848 0.7130 0.7412 0.7696 0.7981 0.8266 0.8553 0.8840 0.9129 0.9418 0.9709 1.0000 Hrad: 0.0291 0.0657 0.1000 0.1326 0.1634 0.1592 0.1638 0.1688 0.2010 0.2325 0.2603 0.2857 0.3091 0.3274 0.3376 0.3453 0.3588 0.3739 0.3900 0.4047 0.4166 0.4294 0.4507 0.4750 0.4987 0.5219 0.5447 0.5667 0.5879 0.6046 0.6208 0.6370 0.6559 0.6755 0.6953 0.7153 0.7354 0.7556 0.7759 0.7962 0.8166 0.8370 0.8574 0.8778 0.8982 0.9186 0.9390 0.9594 0.9797 1.0000 Width: 0.0322 0.0531 0.0710 0.0887 0.1291 0.2012 0.2574 0.3092 0.3433 0.3759 0.4064 0.4342 0.4619 0.5100 0.6109 0.6328 0.6438 0.6547 0.6657 0.6784 0.6947 0.7109 0.7400 0.7612 0.7743 0.7875 0.8007 0.8209 0.8417 0.9141 0.9266 0.9391 0.9441 0.9473 0.9506 0.9539 0.9572 0.9605 0.9638 0.9671 0.9704 0.9737 0.9770 0.9803 0.9835 0.9868 0.9901 0.9934 0.9967 1.0000 Transect L760_SF Area: 0.0007 0.0027 0.0058 0.0092 0.0130 0.0172 0.0217 0.0266 0.0325 0.0393 0.0472 0.0560 0.0658 0.0764 0.0878 0.1000 0.1130 0.1269 0.1417 0.1577 0.1747 0.1937 0.2187 0.2447 0.2711 0.2978 0.3249 0.3524 0.3801 0.4080 0.4361 0.4644 0.4929 0.5216 0.5505 0.5796 0.6089 0.6383 0.6678 0.6974 0.7272 0.7570 0.7870 0.8171 0.8473 0.8776 0.9080 0.9386 0.9692 1.0000 Hrad: 0.0160 0.0320 0.0561 0.0809 0.1042 0.1262 0.1474 0.1673 0.1838 0.1979 0.2107 0.2233 0.2362 0.2499 0.2640 0.2783 0.2928 0.3058 0.3201 0.3354 Existing 100 Year SWMM Model 0.3483 0.3334 0.2768 0.3066 0.3359 0.3647 0.3931 0.4211 0.4489 0.4766 0.5041 0.5314 0.5585 0.5854 0.6121 0.6386 0.6650 0.6913 0.7176 0.7438 0.7699 0.7959 0.8217 0.8475 0.8732 0.8988 0.9242 0.9496 0.9748 1.0000 Width: 0.0441 0.0881 0.1062 0.1178 0.1293 0.1408 0.1524 0.1722 0.2056 0.2385 0.2714 0.3019 0.3306 0.3569 0.3829 0.4089 0.4349 0.4666 0.4993 0.5336 0.5748 0.7162 0.8378 0.8498 0.8619 0.8739 0.8860 0.8953 0.9018 0.9082 0.9147 0.9211 0.9275 0.9340 0.9404 0.9469 0.9519 0.9556 0.9593 0.9630 0.9667 0.9704 0.9741 0.9778 0.9815 0.9852 0.9889 0.9926 0.9963 1.0000 Transect L770_SF Area: 0.0008 0.0031 0.0072 0.0132 0.0214 0.0319 0.0461 0.0615 0.0788 0.0994 0.1203 0.1413 0.1624 0.1836 0.2050 0.2264 0.2480 0.2696 0.2913 0.3131 0.3349 0.3569 0.3789 0.4009 0.4231 0.4453 0.4676 0.4900 0.5125 0.5350 0.5576 0.5803 0.6030 0.6258 0.6487 0.6717 0.6947 0.7178 0.7409 0.7641 0.7874 0.8108 0.8342 0.8577 0.8812 0.9049 0.9285 0.9523 0.9761 1.0000 Hrad: 0.0141 0.0292 0.0418 0.0542 0.0659 0.0782 0.0883 0.0986 0.1022 0.1129 0.1353 0.1576 0.1798 0.2018 0.2238 0.2456 0.2677 0.2898 0.3119 0.3339 0.3558 0.3777 0.3995 0.4212 0.4429 0.4645 0.4860 0.5075 0.5289 0.5502 0.5715 0.5927 0.6158 0.6391 0.6623 0.6853 0.7083 0.7312 0.7541 0.7768 0.7995 0.8221 0.8446 0.8670 0.8893 0.9116 0.9338 0.9560 0.9780 1.0000 Width: 0.0656 0.1336 0.2081 0.2942 0.3916 0.5216 0.6210 0.6763 0.7869 0.8715 0.8761 0.8807 0.8853 0.8899 0.8946 0.8992 0.9027 0.9058 0.9089 0.9121 0.9152 0.9183 0.9215 0.9246 0.9278 Existing 100 Year SWMM Model 0.9309 0.9340 0.9372 0.9403 0.9435 0.9466 0.9497 0.9526 0.9554 0.9581 0.9609 0.9637 0.9665 0.9693 0.9721 0.9749 0.9777 0.9805 0.9833 0.9860 0.9888 0.9916 0.9944 0.9972 1.0000 Transect L780_SF Area: 0.0003 0.0014 0.0030 0.0054 0.0085 0.0123 0.0168 0.0220 0.0279 0.0344 0.0428 0.0547 0.0688 0.0849 0.1024 0.1214 0.1433 0.1654 0.1877 0.2103 0.2330 0.2560 0.2793 0.3027 0.3264 0.3502 0.3744 0.3987 0.4233 0.4481 0.4732 0.4986 0.5242 0.5501 0.5762 0.6027 0.6294 0.6565 0.6839 0.7115 0.7395 0.7677 0.7962 0.8249 0.8538 0.8828 0.9119 0.9411 0.9705 1.0000 Hrad: 0.0051 0.0101 0.0152 0.0229 0.0313 0.0406 0.0506 0.0619 0.0738 0.0853 0.0947 0.1048 0.1163 0.1302 0.1459 0.1498 0.1646 0.1908 0.2173 0.2439 0.2705 0.2969 0.3233 0.3495 0.3755 0.4014 0.4272 0.4527 0.4774 0.5018 0.5260 0.5501 0.5739 0.5975 0.6204 0.6430 0.6655 0.6878 0.7133 0.7393 0.7650 0.7904 0.8156 0.8419 0.8686 0.8951 0.9215 0.9478 0.9740 1.0000 Width: 0.0229 0.0457 0.0686 0.0924 0.1162 0.1401 0.1645 0.1872 0.2093 0.2352 0.3536 0.4406 0.5157 0.5681 0.6123 0.7109 0.7446 0.7520 0.7593 0.7667 0.7741 0.7817 0.7893 0.7968 0.8044 0.8120 0.8195 0.8271 0.8359 0.8446 0.8534 0.8622 0.8710 0.8799 0.8902 0.9004 0.9106 0.9208 0.9305 0.9401 0.9497 0.9592 0.9688 0.9746 0.9788 0.9830 0.9873 0.9915 0.9958 1.0000 Transect L790_SF Area: 0.0001 0.0004 0.0010 0.0018 0.0028 0.0040 0.0057 0.0082 0.0116 0.0158 0.0208 0.0267 0.0334 0.0410 0.0494 0.0586 0.0687 0.0796 0.0913 0.1042 Existing 100 Year SWMM Model 0.1188 0.1350 0.1528 0.1723 0.1935 0.2162 0.2407 0.2667 0.2944 0.3238 0.3548 0.3872 0.4207 0.4544 0.4880 0.5218 0.5556 0.5894 0.6233 0.6573 0.6913 0.7254 0.7595 0.7937 0.8280 0.8623 0.8966 0.9310 0.9655 1.0000 Hrad: 0.0168 0.0335 0.0503 0.0671 0.0838 0.1006 0.0914 0.0948 0.1043 0.1165 0.1303 0.1449 0.1602 0.1758 0.1918 0.2079 0.2243 0.2407 0.2573 0.2603 0.2653 0.2726 0.2817 0.2921 0.3035 0.3158 0.3287 0.3421 0.3560 0.3703 0.3848 0.4063 0.4324 0.4665 0.5006 0.5345 0.5683 0.6021 0.6358 0.6693 0.7028 0.7362 0.7695 0.8027 0.8358 0.8688 0.9017 0.9346 0.9673 1.0000 Width: 0.0064 0.0129 0.0193 0.0257 0.0321 0.0386 0.0609 0.0852 0.1095 0.1337 0.1580 0.1823 0.2066 0.2308 0.2551 0.2794 0.3036 0.3279 0.3522 0.3978 0.4453 0.4929 0.5404 0.5880 0.6355 0.6831 0.7306 0.7782 0.8257 0.8733 0.9208 0.9516 0.9728 0.9744 0.9760 0.9776 0.9792 0.9808 0.9824 0.9840 0.9856 0.9872 0.9888 0.9904 0.9920 0.9936 0.9952 0.9968 0.9984 1.0000 Transect L804_SF Area: 0.0001 0.0004 0.0009 0.0019 0.0034 0.0052 0.0075 0.0105 0.0147 0.0199 0.0269 0.0351 0.0447 0.0557 0.0677 0.0811 0.0963 0.1130 0.1312 0.1515 0.1729 0.1951 0.2179 0.2409 0.2643 0.2881 0.3123 0.3367 0.3616 0.3870 0.4135 0.4407 0.4682 0.4961 0.5245 0.5533 0.5823 0.6119 0.6428 0.6742 0.7060 0.7382 0.7704 0.8027 0.8352 0.8679 0.9007 0.9336 0.9667 1.0000 Hrad: 0.0158 0.0316 0.0460 0.0513 0.0715 0.0899 0.1070 0.1178 0.1217 0.1347 0.1422 0.1383 0.1459 0.1703 0.1924 0.2086 0.2141 0.2350 0.2505 0.2676 0.2725 0.2780 0.3070 0.3358 0.3542 Existing 100 Year SWMM Model 0.3840 0.4141 0.4438 0.4730 0.5013 0.5286 0.5188 0.5461 0.5716 0.5924 0.6102 0.6407 0.6705 0.6985 0.7262 0.7536 0.7813 0.8092 0.8367 0.8639 0.8911 0.9184 0.9456 0.9728 1.0000 Width: 0.0062 0.0125 0.0194 0.0387 0.0499 0.0603 0.0731 0.1129 0.1336 0.1856 0.2275 0.2667 0.3140 0.3418 0.3827 0.4226 0.4819 0.5186 0.5780 0.6342 0.6526 0.6775 0.6861 0.6949 0.7094 0.7194 0.7281 0.7380 0.7544 0.7831 0.8000 0.8227 0.8302 0.8423 0.8614 0.8674 0.8715 0.9074 0.9364 0.9484 0.9603 0.9645 0.9679 0.9720 0.9764 0.9808 0.9856 0.9904 0.9952 1.0000 Transect L805_SF Area: 0.0032 0.0093 0.0187 0.0296 0.0420 0.0564 0.0735 0.0917 0.1110 0.1309 0.1519 0.1729 0.1941 0.2153 0.2365 0.2578 0.2791 0.3005 0.3219 0.3433 0.3648 0.3863 0.4078 0.4294 0.4510 0.4726 0.4942 0.5159 0.5376 0.5593 0.5810 0.6028 0.6246 0.6464 0.6682 0.6900 0.7119 0.7338 0.7557 0.7776 0.7995 0.8215 0.8435 0.8656 0.8878 0.9101 0.9324 0.9548 0.9773 1.0000 Hrad: 0.0163 0.0312 0.0424 0.0624 0.0794 0.0955 0.0989 0.1143 0.1342 0.1511 0.1706 0.1935 0.2163 0.2390 0.2619 0.2846 0.3073 0.3300 0.3525 0.3749 0.3973 0.4196 0.4418 0.4639 0.4860 0.5082 0.5303 0.5524 0.5744 0.5963 0.6181 0.6399 0.6616 0.6832 0.7048 0.7262 0.7477 0.7690 0.7903 0.8115 0.8327 0.8533 0.8725 0.8917 0.9108 0.9298 0.9482 0.9656 0.9828 1.0000 Width: 0.2066 0.3576 0.4612 0.4949 0.5941 0.7000 0.7749 0.8362 0.8621 0.9030 0.9272 0.9298 0.9324 0.9350 0.9367 0.9383 0.9398 0.9413 0.9429 0.9444 0.9459 0.9475 0.9490 0.9505 0.9519 0.9528 0.9538 0.9547 0.9557 0.9566 Existing 100 Year SWMM Model 0.9576 0.9585 0.9595 0.9604 0.9614 0.9623 0.9633 0.9642 0.9651 0.9661 0.9670 0.9686 0.9718 0.9751 0.9783 0.9816 0.9853 0.9902 0.9951 1.0000 Transect L810_SF Area: 0.0009 0.0025 0.0048 0.0073 0.0105 0.0148 0.0199 0.0253 0.0311 0.0372 0.0442 0.0536 0.0662 0.0798 0.0946 0.1103 0.1268 0.1439 0.1626 0.1823 0.2029 0.2247 0.2472 0.2702 0.2937 0.3179 0.3426 0.3678 0.3933 0.4191 0.4451 0.4714 0.4979 0.5247 0.5523 0.5807 0.6095 0.6386 0.6677 0.6971 0.7266 0.7564 0.7863 0.8164 0.8467 0.8772 0.9078 0.9384 0.9692 1.0000 Hrad: 0.0196 0.0378 0.0602 0.0818 0.0950 0.0889 0.1126 0.1352 0.1570 0.1772 0.1908 0.1798 0.1521 0.1669 0.1844 0.2054 0.2258 0.2472 0.2593 0.2857 0.3126 0.3376 0.3626 0.3872 0.4113 0.4351 0.4588 0.4825 0.5065 0.5306 0.5549 0.5793 0.6029 0.6261 0.6440 0.6663 0.6888 0.7124 0.7361 0.7599 0.7836 0.8073 0.8309 0.8543 0.8781 0.9025 0.9268 0.9512 0.9756 1.0000 Width: 0.0421 0.0652 0.0767 0.0895 0.1182 0.1608 0.1709 0.1813 0.1916 0.2031 0.2706 0.3562 0.4216 0.4635 0.4972 0.5209 0.5446 0.5645 0.6250 0.6524 0.6824 0.7220 0.7353 0.7526 0.7722 0.7912 0.8073 0.8206 0.8304 0.8398 0.8463 0.8527 0.8637 0.8754 0.9140 0.9268 0.9370 0.9423 0.9475 0.9532 0.9590 0.9648 0.9717 0.9788 0.9843 0.9875 0.9906 0.9937 0.9969 1.0000 Transect L828_SF Area: 0.0004 0.0017 0.0038 0.0063 0.0104 0.0157 0.0222 0.0296 0.0383 0.0493 0.0624 0.0772 0.0935 0.1107 0.1284 0.1464 0.1646 0.1833 0.2029 0.2230 0.2435 0.2645 0.2859 0.3080 0.3308 Existing 100 Year SWMM Model 0.3539 0.3775 0.4011 0.4248 0.4487 0.4732 0.4985 0.5246 0.5510 0.5775 0.6042 0.6310 0.6580 0.6855 0.7134 0.7414 0.7696 0.7979 0.8263 0.8549 0.8836 0.9125 0.9415 0.9707 1.0000 Hrad: 0.0134 0.0281 0.0496 0.0697 0.0684 0.0864 0.0976 0.1198 0.1297 0.1248 0.1473 0.1674 0.1877 0.2085 0.2128 0.2400 0.2671 0.2932 0.3092 0.3351 0.3606 0.3858 0.3964 0.4219 0.4349 0.4602 0.4733 0.5011 0.5288 0.5532 0.5766 0.5812 0.5892 0.6149 0.6405 0.6662 0.6918 0.7173 0.7270 0.7525 0.7779 0.8031 0.8284 0.8536 0.8788 0.9038 0.9283 0.9523 0.9762 1.0000 Width: 0.0292 0.0623 0.0775 0.0933 0.1635 0.1964 0.2297 0.2739 0.3245 0.4169 0.4795 0.5354 0.5706 0.5949 0.6084 0.6147 0.6228 0.6519 0.6767 0.6912 0.7053 0.7194 0.7331 0.7691 0.7818 0.7940 0.8021 0.8048 0.8075 0.8217 0.8450 0.8744 0.8941 0.8996 0.9050 0.9100 0.9150 0.9200 0.9454 0.9503 0.9552 0.9600 0.9647 0.9694 0.9740 0.9786 0.9837 0.9891 0.9946 1.0000 Transect L830_SF Area: 0.0016 0.0050 0.0087 0.0129 0.0174 0.0224 0.0278 0.0336 0.0398 0.0464 0.0535 0.0609 0.0687 0.0770 0.0861 0.0965 0.1082 0.1209 0.1346 0.1492 0.1649 0.1815 0.1989 0.2170 0.2360 0.2558 0.2765 0.2980 0.3199 0.3423 0.3651 0.3883 0.4119 0.4360 0.4608 0.4862 0.5121 0.5388 0.5665 0.5953 0.6280 0.6655 0.7046 0.7447 0.7858 0.8276 0.8699 0.9127 0.9561 1.0000 Hrad: 0.0322 0.0869 0.1366 0.1825 0.2258 0.2670 0.3067 0.3450 0.3824 0.4189 0.4547 0.4900 0.5247 0.5606 0.6030 0.6356 0.6696 0.7003 0.7259 0.7476 0.7659 0.7821 0.7972 0.8111 0.8240 0.8358 0.8467 0.8577 0.8708 0.8846 Existing 100 Year SWMM Model 0.8989 0.9135 0.9280 0.9419 0.9554 0.9687 0.9817 0.9931 1.0027 1.0114 1.0000 0.9945 0.9913 0.9888 0.9875 0.9881 0.9898 0.9924 0.9959 1.0000 Width: 0.0710 0.0802 0.0895 0.0988 0.1080 0.1173 0.1265 0.1358 0.1451 0.1543 0.1636 0.1728 0.1821 0.1933 0.2210 0.2488 0.2766 0.2987 0.3209 0.3431 0.3653 0.3844 0.4024 0.4204 0.4384 0.4578 0.4772 0.4929 0.5019 0.5109 0.5198 0.5288 0.5401 0.5536 0.5672 0.5808 0.5944 0.6146 0.6397 0.6647 0.8186 0.8718 0.8957 0.9197 0.9386 0.9509 0.9632 0.9754 0.9877 1.0000 Transect L840_SF Area: 0.0010 0.0037 0.0077 0.0129 0.0187 0.0250 0.0315 0.0385 0.0459 0.0538 0.0623 0.0714 0.0815 0.0936 0.1069 0.1239 0.1418 0.1610 0.1813 0.2024 0.2242 0.2471 0.2707 0.2949 0.3196 0.3446 0.3697 0.3952 0.4209 0.4470 0.4734 0.4999 0.5266 0.5535 0.5806 0.6078 0.6351 0.6626 0.6901 0.7179 0.7457 0.7736 0.8016 0.8297 0.8579 0.8862 0.9145 0.9429 0.9714 1.0000 Hrad: 0.0194 0.0409 0.0649 0.0875 0.1174 0.1497 0.1794 0.2064 0.2379 0.2726 0.3042 0.3330 0.3554 0.3723 0.3815 0.3860 0.3934 0.4003 0.4096 0.4213 0.4319 0.4437 0.4565 0.4704 0.4873 0.5049 0.5230 0.5409 0.5588 0.5772 0.5967 0.6164 0.6361 0.6561 0.6768 0.6976 0.7185 0.7394 0.7604 0.7814 0.8031 0.8250 0.8468 0.8687 0.8906 0.9125 0.9344 0.9563 0.9781 1.0000 Width: 0.0685 0.1204 0.1580 0.1967 0.2137 0.2235 0.2354 0.2495 0.2665 0.2869 0.3076 0.3298 0.4008 0.4380 0.5652 0.6104 0.6459 0.6932 0.7243 0.7465 0.7815 0.8113 0.8368 0.8580 0.8666 0.8752 0.8838 0.8945 0.9059 0.9160 0.9229 0.9297 0.9366 0.9432 0.9478 Existing 100 Year SWMM Model 0.9525 0.9571 0.9617 0.9663 0.9709 0.9740 0.9769 0.9798 0.9827 0.9856 0.9884 0.9913 0.9942 0.9971 1.0000 Transect L870_SF Area: 0.0011 0.0039 0.0079 0.0127 0.0186 0.0264 0.0366 0.0480 0.0606 0.0744 0.0895 0.1048 0.1203 0.1359 0.1517 0.1679 0.1844 0.2014 0.2188 0.2367 0.2550 0.2738 0.2931 0.3128 0.3329 0.3535 0.3744 0.3956 0.4170 0.4386 0.4605 0.4826 0.5052 0.5284 0.5521 0.5764 0.6012 0.6266 0.6526 0.6793 0.7075 0.7370 0.7676 0.7990 0.8311 0.8635 0.8964 0.9298 0.9641 1.0000 Hrad: 0.0171 0.0368 0.0588 0.0797 0.0916 0.0948 0.1122 0.1325 0.1527 0.1682 0.1943 0.2251 0.2556 0.2858 0.3140 0.3388 0.3631 0.3884 0.4199 0.4502 0.4793 0.5074 0.5344 0.5605 0.5858 0.6103 0.6352 0.6600 0.6844 0.7085 0.7324 0.7557 0.7777 0.7987 0.8190 0.8385 0.8572 0.8752 0.8922 0.9083 0.9197 0.9313 0.9422 0.9524 0.9631 0.9739 0.9846 0.9939 1.0021 1.0000 Width: 0.0510 0.0868 0.1102 0.1315 0.1672 0.2291 0.2683 0.2980 0.3261 0.3634 0.3783 0.3823 0.3863 0.3902 0.3963 0.4064 0.4164 0.4267 0.4381 0.4494 0.4608 0.4723 0.4838 0.4946 0.5051 0.5155 0.5231 0.5287 0.5343 0.5399 0.5455 0.5530 0.5680 0.5828 0.5964 0.6100 0.6237 0.6373 0.6534 0.6703 0.7193 0.7463 0.7699 0.7909 0.8006 0.8103 0.8199 0.8406 0.8660 1.0000 Transect L873_SF Area: 0.0010 0.0030 0.0061 0.0101 0.0152 0.0211 0.0282 0.0368 0.0474 0.0599 0.0757 0.0935 0.1119 0.1309 0.1502 0.1701 0.1903 0.2110 0.2323 0.2539 0.2761 0.2987 0.3216 0.3450 0.3688 0.3928 0.4170 0.4412 0.4655 0.4898 Existing 100 Year SWMM Model 0.5143 0.5388 0.5634 0.5881 0.6128 0.6376 0.6626 0.6876 0.7126 0.7379 0.7633 0.7889 0.8146 0.8406 0.8666 0.8929 0.9194 0.9461 0.9729 1.0000 Hrad: 0.0178 0.0355 0.0512 0.0666 0.0822 0.0981 0.1086 0.1137 0.1223 0.1316 0.1287 0.1540 0.1786 0.2070 0.2356 0.2633 0.2901 0.3162 0.3414 0.3658 0.3895 0.4127 0.4353 0.4574 0.4790 0.5007 0.5224 0.5442 0.5660 0.5878 0.6095 0.6313 0.6529 0.6746 0.6961 0.7176 0.7391 0.7605 0.7816 0.8024 0.8230 0.8434 0.8637 0.8838 0.9037 0.9234 0.9428 0.9621 0.9811 1.0000 Width: 0.0592 0.0940 0.1307 0.1671 0.2027 0.2365 0.2846 0.3550 0.4260 0.5025 0.6461 0.6671 0.6881 0.7052 0.7216 0.7381 0.7545 0.7721 0.7899 0.8070 0.8235 0.8385 0.8534 0.8684 0.8833 0.8870 0.8899 0.8928 0.8957 0.8986 0.9015 0.9044 0.9073 0.9102 0.9130 0.9159 0.9188 0.9217 0.9264 0.9327 0.9389 0.9452 0.9514 0.9576 0.9642 0.9714 0.9785 0.9857 0.9928 1.0000 Transect L875_SF Area: 0.0025 0.0070 0.0132 0.0219 0.0335 0.0480 0.0643 0.0815 0.0992 0.1171 0.1354 0.1538 0.1725 0.1914 0.2104 0.2296 0.2491 0.2687 0.2885 0.3085 0.3286 0.3490 0.3696 0.3903 0.4112 0.4324 0.4537 0.4752 0.4969 0.5188 0.5411 0.5636 0.5863 0.6094 0.6326 0.6562 0.6800 0.7040 0.7281 0.7523 0.7767 0.8011 0.8256 0.8501 0.8748 0.8996 0.9245 0.9494 0.9745 1.0000 Hrad: 0.0118 0.0254 0.0367 0.0443 0.0605 0.0753 0.0933 0.1134 0.1395 0.1654 0.1909 0.2166 0.2421 0.2672 0.2921 0.3167 0.3410 0.3650 0.3887 0.4122 0.4354 0.4583 0.4810 0.5034 0.5256 0.5475 0.5692 0.5907 0.6115 0.6316 0.6515 0.6711 0.6904 0.7094 0.7283 Existing 100 Year SWMM Model 0.7470 0.7655 0.7846 0.8042 0.8238 0.8433 0.8627 0.8820 0.9012 0.9203 0.9393 0.9583 0.9771 0.9959 1.0000 Width: 0.1359 0.1998 0.2651 0.4069 0.4675 0.5841 0.6411 0.6564 0.6693 0.6806 0.6914 0.6985 0.7056 0.7127 0.7197 0.7268 0.7339 0.7410 0.7480 0.7551 0.7622 0.7693 0.7764 0.7836 0.7907 0.7979 0.8050 0.8122 0.8209 0.8309 0.8409 0.8509 0.8608 0.8708 0.8807 0.8901 0.8994 0.9055 0.9089 0.9124 0.9159 0.9194 0.9229 0.9264 0.9299 0.9334 0.9369 0.9404 0.9439 1.0000 Transect L880_SF Area: 0.0004 0.0011 0.0021 0.0032 0.0045 0.0060 0.0077 0.0096 0.0117 0.0140 0.0166 0.0206 0.0270 0.0341 0.0421 0.0509 0.0607 0.0724 0.0849 0.0984 0.1127 0.1277 0.1436 0.1603 0.1777 0.1959 0.2150 0.2354 0.2566 0.2787 0.3016 0.3252 0.3498 0.3758 0.4027 0.4303 0.4606 0.4941 0.5290 0.5657 0.6058 0.6467 0.6881 0.7301 0.7727 0.8160 0.8601 0.9062 0.9528 1.0000 Hrad: 0.0298 0.0628 0.0918 0.1188 0.1446 0.1696 0.1933 0.2168 0.2401 0.2633 0.2764 0.2653 0.1948 0.2268 0.2529 0.2765 0.2666 0.2878 0.3140 0.3449 0.3766 0.4074 0.4360 0.4666 0.4942 0.5213 0.5454 0.5634 0.5883 0.6087 0.6353 0.6613 0.6823 0.7053 0.7304 0.7553 0.7380 0.7446 0.7649 0.7800 0.7796 0.8055 0.8324 0.8598 0.8877 0.9158 0.9438 0.9694 0.9970 1.0000 Width: 0.0133 0.0173 0.0214 0.0254 0.0295 0.0335 0.0378 0.0420 0.0462 0.0505 0.0601 0.1195 0.1429 0.1565 0.1761 0.1916 0.2350 0.2528 0.2717 0.2918 0.3069 0.3226 0.3421 0.3567 0.3738 0.3912 0.4114 0.4374 0.4524 0.4744 0.4873 0.5025 0.5324 0.5561 0.5700 0.5970 0.6722 0.7216 0.7437 0.8169 Existing 100 Year SWMM Model 0.8504 0.8637 0.8744 0.8863 0.9001 0.9165 0.9401 0.9732 0.9803 1.0000 Transect L884_SF Area: 0.0007 0.0025 0.0048 0.0079 0.0120 0.0170 0.0231 0.0311 0.0414 0.0530 0.0649 0.0772 0.0897 0.1024 0.1154 0.1286 0.1422 0.1560 0.1701 0.1844 0.1990 0.2141 0.2300 0.2471 0.2651 0.2836 0.3027 0.3235 0.3459 0.3694 0.3937 0.4189 0.4463 0.4748 0.5037 0.5331 0.5630 0.5935 0.6247 0.6564 0.6885 0.7212 0.7548 0.7889 0.8234 0.8582 0.8934 0.9288 0.9643 1.0000 Hrad: 0.0149 0.0361 0.0591 0.0756 0.0904 0.1048 0.1174 0.1062 0.1103 0.1331 0.1597 0.1858 0.2115 0.2367 0.2615 0.2859 0.3089 0.3323 0.3555 0.3783 0.4008 0.4239 0.4467 0.4669 0.4867 0.5064 0.5256 0.5406 0.5291 0.5437 0.5586 0.5728 0.5614 0.5866 0.6124 0.6383 0.6641 0.6894 0.7145 0.7397 0.7649 0.7855 0.8088 0.8345 0.8604 0.8863 0.9131 0.9419 0.9709 1.0000 Width: 0.0393 0.0588 0.0730 0.1009 0.1239 0.1551 0.1886 0.2606 0.3121 0.3312 0.3383 0.3454 0.3526 0.3597 0.3669 0.3740 0.3825 0.3902 0.3977 0.4052 0.4127 0.4324 0.4517 0.4956 0.5108 0.5260 0.5469 0.6061 0.6487 0.6694 0.6908 0.7182 0.7889 0.8027 0.8152 0.8278 0.8453 0.8639 0.8787 0.8914 0.9040 0.9296 0.9475 0.9584 0.9688 0.9792 0.9876 0.9917 0.9959 1.0000 Transect L886_SF Area: 0.0021 0.0054 0.0094 0.0140 0.0194 0.0257 0.0327 0.0405 0.0496 0.0607 0.0729 0.0866 0.1024 0.1191 0.1362 0.1536 0.1715 0.1900 0.2089 0.2283 0.2481 0.2683 0.2889 0.3098 0.3311 0.3529 0.3753 0.3982 0.4215 0.4452 0.4693 0.4938 0.5190 0.5448 0.5711 Existing 100 Year SWMM Model 0.5977 0.6245 0.6517 0.6791 0.7066 0.7344 0.7623 0.7904 0.8187 0.8475 0.8770 0.9069 0.9374 0.9684 1.0000 Hrad: 0.0211 0.0415 0.0616 0.0809 0.0942 0.1092 0.1253 0.1447 0.1377 0.1495 0.1652 0.1614 0.1802 0.2025 0.2266 0.2503 0.2730 0.2953 0.3179 0.3401 0.3624 0.3844 0.4062 0.4276 0.4458 0.4633 0.4805 0.5022 0.5268 0.5510 0.5749 0.5977 0.6186 0.6395 0.6633 0.6869 0.7104 0.7338 0.7573 0.7807 0.8042 0.8276 0.8509 0.8740 0.8956 0.9170 0.9383 0.9593 0.9799 1.0000 Width: 0.0864 0.1118 0.1318 0.1494 0.1775 0.2027 0.2252 0.2425 0.3150 0.3557 0.3870 0.4684 0.4962 0.5136 0.5250 0.5364 0.5523 0.5682 0.5827 0.5970 0.6081 0.6191 0.6301 0.6411 0.6563 0.6720 0.6883 0.7025 0.7145 0.7266 0.7387 0.7534 0.7746 0.7947 0.8037 0.8126 0.8216 0.8295 0.8350 0.8406 0.8461 0.8517 0.8572 0.8648 0.8856 0.9036 0.9185 0.9336 0.9496 1.0000 Transect L900_SF Area: 0.0023 0.0066 0.0119 0.0182 0.0251 0.0327 0.0413 0.0507 0.0610 0.0720 0.0839 0.0965 0.1098 0.1239 0.1387 0.1540 0.1699 0.1864 0.2035 0.2215 0.2404 0.2601 0.2807 0.3035 0.3271 0.3508 0.3747 0.3988 0.4232 0.4477 0.4725 0.4975 0.5227 0.5482 0.5738 0.5998 0.6259 0.6523 0.6790 0.7060 0.7333 0.7608 0.7887 0.8170 0.8457 0.8748 0.9045 0.9346 0.9659 1.0000 Hrad: 0.0205 0.0424 0.0635 0.0847 0.1074 0.1247 0.1402 0.1582 0.1763 0.1980 0.2265 0.2531 0.2781 0.3018 0.3251 0.3478 0.3697 0.3910 0.4115 0.4305 0.4488 0.4668 0.4809 0.4925 0.5107 0.5299 0.5494 0.5695 0.5900 0.6110 0.6322 0.6537 0.6752 0.6968 0.7186 0.7404 0.7622 0.7841 0.8054 0.8267 Existing 100 Year SWMM Model 0.8480 0.8692 0.8899 0.9100 0.9300 0.9498 0.9686 0.9872 0.9896 1.0000 Width: 0.0999 0.1381 0.1663 0.1900 0.2067 0.2315 0.2598 0.2829 0.3050 0.3286 0.3501 0.3716 0.3932 0.4148 0.4305 0.4463 0.4642 0.4822 0.5018 0.5278 0.5525 0.5754 0.6208 0.6740 0.6774 0.6815 0.6877 0.6940 0.7003 0.7066 0.7128 0.7191 0.7258 0.7326 0.7394 0.7462 0.7530 0.7598 0.7685 0.7772 0.7859 0.7946 0.8045 0.8165 0.8284 0.8405 0.8558 0.8711 0.9503 1.0000 Transect L908_SF Area: 0.0009 0.0035 0.0079 0.0140 0.0218 0.0308 0.0405 0.0509 0.0620 0.0739 0.0866 0.1000 0.1141 0.1289 0.1445 0.1609 0.1779 0.1954 0.2133 0.2315 0.2501 0.2690 0.2883 0.3079 0.3279 0.3482 0.3689 0.3899 0.4113 0.4330 0.4551 0.4775 0.5003 0.5235 0.5469 0.5707 0.5949 0.6194 0.6442 0.6694 0.6949 0.7208 0.7476 0.7758 0.8056 0.8368 0.8696 0.9038 0.9414 1.0000 Hrad: 0.0443 0.0886 0.1329 0.1772 0.2253 0.2878 0.3459 0.4006 0.4528 0.5029 0.5513 0.5984 0.6443 0.6893 0.7334 0.7769 0.8236 0.8780 0.9308 0.9822 1.0322 1.0811 1.1288 1.1754 1.2211 1.2659 1.3098 1.3530 1.3955 1.4372 1.4784 1.5189 1.5588 1.5982 1.6371 1.6755 1.7134 1.7509 1.7880 1.8247 1.8610 1.8969 1.8820 1.8718 1.8659 1.8638 1.8650 1.8524 1.7655 1.0000 Width: 0.0202 0.0403 0.0605 0.0806 0.0987 0.1072 0.1158 0.1243 0.1328 0.1413 0.1499 0.1584 0.1669 0.1754 0.1840 0.1925 0.1997 0.2037 0.2078 0.2119 0.2159 0.2200 0.2240 0.2281 0.2322 0.2362 0.2403 0.2443 0.2484 0.2525 0.2565 0.2605 0.2644 0.2684 0.2723 0.2763 0.2802 0.2842 0.2881 0.2921 0.2960 0.3000 0.3171 0.3342 0.3513 Existing 100 Year SWMM Model 0.3684 0.3856 0.4078 0.4578 1.0000 Transect L920_SF Area: 0.0001 0.0005 0.0011 0.0019 0.0032 0.0054 0.0085 0.0125 0.0174 0.0233 0.0300 0.0376 0.0462 0.0557 0.0663 0.0779 0.0906 0.1043 0.1191 0.1349 0.1518 0.1697 0.1887 0.2087 0.2298 0.2519 0.2751 0.2993 0.3245 0.3508 0.3782 0.4066 0.4360 0.4665 0.4981 0.5301 0.5625 0.5952 0.6280 0.6610 0.6942 0.7275 0.7610 0.7946 0.8285 0.8624 0.8966 0.9309 0.9654 1.0000 Hrad: 0.0670 0.1339 0.2009 0.2679 0.0623 0.0698 0.0823 0.0967 0.1122 0.1281 0.1445 0.1610 0.1777 0.1922 0.2073 0.2228 0.2386 0.2546 0.2709 0.2873 0.3038 0.3205 0.3372 0.3540 0.3709 0.3879 0.4049 0.4219 0.4390 0.4561 0.4732 0.4903 0.5075 0.5247 0.5453 0.5740 0.6025 0.6338 0.6652 0.6964 0.7275 0.7583 0.7891 0.8196 0.8501 0.8803 0.9105 0.9405 0.9703 1.0000 Width: 0.0068 0.0135 0.0203 0.0271 0.0504 0.0765 0.1026 0.1287 0.1549 0.1810 0.2071 0.2332 0.2595 0.2897 0.3199 0.3501 0.3803 0.4105 0.4407 0.4709 0.5011 0.5312 0.5614 0.5916 0.6218 0.6520 0.6822 0.7124 0.7426 0.7728 0.8030 0.8332 0.8634 0.8936 0.9180 0.9282 0.9384 0.9434 0.9481 0.9528 0.9575 0.9622 0.9670 0.9717 0.9764 0.9811 0.9858 0.9906 0.9953 1.0000 Transect L930_SF Area: 0.0004 0.0014 0.0032 0.0055 0.0080 0.0106 0.0137 0.0189 0.0264 0.0355 0.0465 0.0587 0.0726 0.0883 0.1052 0.1233 0.1423 0.1622 0.1829 0.2044 0.2267 0.2496 0.2726 0.2958 0.3192 0.3430 0.3672 0.3918 0.4168 0.4423 0.4679 0.4937 0.5197 0.5458 0.5722 0.5988 0.6256 0.6529 0.6806 0.7085 Existing 100 Year SWMM Model 0.7366 0.7648 0.7932 0.8218 0.8505 0.8794 0.9084 0.9382 0.9685 1.0000 Hrad: 0.0190 0.0367 0.0466 0.0728 0.0999 0.1259 0.1437 0.1340 0.1293 0.1447 0.1540 0.1604 0.1747 0.1848 0.1984 0.2196 0.2383 0.2627 0.2782 0.3007 0.3206 0.3489 0.3787 0.4083 0.4354 0.4618 0.4871 0.5126 0.5386 0.5532 0.5831 0.6117 0.6401 0.6669 0.6914 0.7178 0.7440 0.7544 0.7825 0.8101 0.8376 0.8649 0.8922 0.9194 0.9464 0.9732 0.9995 1.0021 1.0233 1.0000 Width: 0.0235 0.0395 0.0689 0.0761 0.0805 0.0849 0.1304 0.2067 0.2568 0.3201 0.3652 0.4101 0.4650 0.5097 0.5539 0.5815 0.6161 0.6325 0.6664 0.6878 0.7145 0.7210 0.7257 0.7306 0.7417 0.7535 0.7665 0.7788 0.7925 0.8051 0.8081 0.8128 0.8175 0.8240 0.8328 0.8394 0.8458 0.8696 0.8741 0.8793 0.8844 0.8895 0.8945 0.8995 0.9048 0.9100 0.9159 0.9438 0.9713 1.0000 Transect L931_SF Area: 0.0001 0.0006 0.0013 0.0023 0.0035 0.0050 0.0068 0.0087 0.0113 0.0144 0.0182 0.0236 0.0303 0.0379 0.0465 0.0560 0.0670 0.0799 0.0944 0.1105 0.1284 0.1477 0.1682 0.1899 0.2125 0.2354 0.2585 0.2826 0.3093 0.3372 0.3668 0.3971 0.4281 0.4595 0.4909 0.5225 0.5541 0.5858 0.6175 0.6497 0.6826 0.7160 0.7496 0.7835 0.8181 0.8541 0.8905 0.9269 0.9634 1.0000 Hrad: 0.0180 0.0360 0.0540 0.0720 0.0900 0.1121 0.1332 0.1537 0.1339 0.1594 0.1791 0.1873 0.1958 0.1763 0.2035 0.2090 0.2337 0.2541 0.2722 0.2888 0.2847 0.3061 0.3272 0.3239 0.3480 0.3756 0.4037 0.4304 0.3956 0.4250 0.4524 0.4794 0.4701 0.5014 0.5344 0.5673 0.6001 0.6329 0.6656 0.6977 0.7288 0.7596 0.7901 0.8204 0.8494 Existing 100 Year SWMM Model 0.8781 0.9084 0.9388 0.9694 1.0000 Width: 0.0074 0.0147 0.0221 0.0294 0.0368 0.0423 0.0477 0.0531 0.0791 0.0850 0.1209 0.1575 0.1881 0.2102 0.2353 0.2596 0.3139 0.3562 0.3985 0.4452 0.4849 0.5198 0.5503 0.5785 0.5941 0.6002 0.6050 0.6750 0.7084 0.7575 0.7805 0.7994 0.8138 0.8188 0.8207 0.8226 0.8245 0.8264 0.8289 0.8486 0.8639 0.8722 0.8805 0.8888 0.9263 0.9449 0.9473 0.9497 0.9521 1.0000 Transect L932_SF Area: 0.0009 0.0030 0.0056 0.0089 0.0128 0.0171 0.0220 0.0277 0.0348 0.0454 0.0603 0.0789 0.0985 0.1181 0.1378 0.1575 0.1774 0.1973 0.2173 0.2374 0.2575 0.2778 0.2983 0.3190 0.3399 0.3611 0.3825 0.4042 0.4264 0.4491 0.4728 0.4976 0.5231 0.5490 0.5754 0.6021 0.6292 0.6565 0.6840 0.7118 0.7398 0.7680 0.7964 0.8250 0.8537 0.8826 0.9117 0.9410 0.9704 1.0000 Hrad: 0.0170 0.0393 0.0588 0.0769 0.0986 0.1177 0.1355 0.1507 0.1473 0.1300 0.1301 0.1229 0.1529 0.1828 0.2126 0.2422 0.2717 0.3010 0.3302 0.3593 0.3882 0.4168 0.4448 0.4724 0.4997 0.5266 0.5531 0.5787 0.6035 0.6275 0.6483 0.6690 0.6888 0.7083 0.7275 0.7462 0.7649 0.7835 0.8020 0.8204 0.8387 0.8568 0.8749 0.8930 0.9111 0.9290 0.9469 0.9647 0.9824 1.0000 Width: 0.0575 0.0790 0.1004 0.1219 0.1378 0.1553 0.1730 0.2089 0.2693 0.4465 0.5618 0.6567 0.6593 0.6620 0.6646 0.6673 0.6699 0.6726 0.6752 0.6778 0.6805 0.6857 0.6936 0.7015 0.7094 0.7173 0.7253 0.7396 0.7562 0.7731 0.8232 0.8466 0.8674 0.8809 0.8944 0.9079 0.9160 0.9237 0.9314 0.9390 0.9467 0.9544 0.9601 0.9658 0.9715 0.9772 0.9829 0.9886 0.9943 1.0000 Existing 100 Year SWMM Model Transect L940_SF Area: 0.0004 0.0025 0.0059 0.0125 0.0242 0.0395 0.0562 0.0731 0.0903 0.1078 0.1256 0.1439 0.1625 0.1815 0.2008 0.2205 0.2404 0.2606 0.2810 0.3016 0.3223 0.3432 0.3644 0.3859 0.4076 0.4296 0.4518 0.4742 0.4968 0.5195 0.5422 0.5650 0.5879 0.6108 0.6338 0.6568 0.6799 0.7031 0.7264 0.7500 0.7739 0.7980 0.8224 0.8471 0.8722 0.8976 0.9230 0.9486 0.9742 1.0000 Hrad: 0.0081 0.0248 0.0357 0.0488 0.0461 0.0623 0.0862 0.1107 0.1348 0.1582 0.1799 0.2017 0.2232 0.2447 0.2660 0.2875 0.3093 0.3316 0.3546 0.3774 0.3999 0.4221 0.4414 0.4612 0.4817 0.5022 0.5227 0.5430 0.5668 0.5911 0.6154 0.6395 0.6636 0.6877 0.7116 0.7356 0.7594 0.7795 0.7984 0.8170 0.8337 0.8502 0.8640 0.8774 0.8907 0.9127 0.9347 0.9565 0.9783 1.0000 Width: 0.0533 0.1056 0.1725 0.3336 0.5266 0.6344 0.6523 0.6617 0.6711 0.6819 0.6988 0.7140 0.7285 0.7422 0.7554 0.7674 0.7779 0.7865 0.7930 0.7997 0.8064 0.8136 0.8261 0.8372 0.8466 0.8559 0.8649 0.8739 0.8770 0.8793 0.8816 0.8839 0.8862 0.8885 0.8907 0.8930 0.8953 0.9020 0.9099 0.9181 0.9283 0.9387 0.9519 0.9657 0.9794 0.9835 0.9876 0.9917 0.9959 1.0000 Transect L950_SF Area: 0.0003 0.0020 0.0066 0.0135 0.0236 0.0355 0.0485 0.0619 0.0757 0.0897 0.1040 0.1184 0.1331 0.1479 0.1628 0.1780 0.1938 0.2110 0.2296 0.2505 0.2725 0.2951 0.3183 0.3418 0.3657 0.3902 0.4151 0.4401 0.4650 0.4901 0.5151 0.5402 0.5654 0.5906 0.6158 0.6410 0.6664 0.6917 0.7171 0.7425 0.7680 0.7935 0.8191 0.8448 0.8705 Existing 100 Year SWMM Model 0.8963 0.9221 0.9480 0.9740 1.0000 Hrad: 0.0126 0.0222 0.0316 0.0475 0.0627 0.0802 0.0960 0.1196 0.1427 0.1661 0.1899 0.2137 0.2373 0.2606 0.2836 0.3065 0.3279 0.3470 0.3621 0.3703 0.3200 0.3386 0.3569 0.3776 0.3979 0.4114 0.4367 0.4621 0.4873 0.5126 0.5377 0.5628 0.5879 0.6129 0.6378 0.6627 0.6876 0.7124 0.7371 0.7618 0.7859 0.8099 0.8339 0.8578 0.8817 0.9055 0.9292 0.9529 0.9765 1.0000 Width: 0.0307 0.0973 0.2338 0.3044 0.4281 0.4831 0.5091 0.5216 0.5341 0.5439 0.5515 0.5581 0.5648 0.5714 0.5781 0.5847 0.6452 0.6784 0.7619 0.8302 0.8575 0.8775 0.8977 0.9115 0.9253 0.9551 0.9567 0.9583 0.9599 0.9614 0.9630 0.9646 0.9662 0.9678 0.9694 0.9710 0.9725 0.9741 0.9757 0.9773 0.9796 0.9819 0.9841 0.9864 0.9887 0.9909 0.9932 0.9955 0.9977 1.0000 Transect L963_SF Area: 0.0003 0.0012 0.0027 0.0044 0.0064 0.0085 0.0109 0.0134 0.0162 0.0191 0.0223 0.0256 0.0291 0.0328 0.0367 0.0408 0.0451 0.0505 0.0579 0.0671 0.0792 0.0931 0.1087 0.1259 0.1455 0.1672 0.1906 0.2154 0.2420 0.2711 0.3037 0.3391 0.3746 0.4104 0.4463 0.4823 0.5185 0.5548 0.5913 0.6280 0.6647 0.7015 0.7385 0.7755 0.8127 0.8499 0.8873 0.9248 0.9623 1.0000 Hrad: 0.0189 0.0378 0.0640 0.0932 0.1192 0.1427 0.1642 0.1843 0.2035 0.2217 0.2392 0.2560 0.2721 0.2878 0.3031 0.3179 0.3303 0.3328 0.3281 0.3207 0.2874 0.2756 0.2579 0.2443 0.2318 0.2401 0.2588 0.2800 0.2955 0.3071 0.2990 0.3358 0.3729 0.4101 0.4473 0.4846 0.5218 0.5589 0.5960 0.6331 0.6701 0.7071 0.7440 0.7809 0.8176 0.8543 0.8908 0.9273 0.9637 1.0000 Existing 100 Year SWMM Model Width: 0.0163 0.0326 0.0430 0.0486 0.0541 0.0597 0.0652 0.0706 0.0756 0.0806 0.0856 0.0906 0.0956 0.1006 0.1056 0.1106 0.1173 0.1728 0.2142 0.2789 0.3518 0.3881 0.4363 0.4840 0.5478 0.5991 0.6395 0.6792 0.7358 0.8070 0.9360 0.9410 0.9451 0.9492 0.9533 0.9574 0.9615 0.9656 0.9697 0.9725 0.9752 0.9780 0.9807 0.9835 0.9862 0.9890 0.9917 0.9945 0.9972 1.0000 Transect L969_SF Area: 0.0003 0.0011 0.0024 0.0043 0.0075 0.0127 0.0203 0.0297 0.0415 0.0598 0.0793 0.0990 0.1190 0.1391 0.1593 0.1797 0.2002 0.2209 0.2417 0.2626 0.2837 0.3049 0.3263 0.3478 0.3694 0.3912 0.4132 0.4355 0.4580 0.4807 0.5037 0.5269 0.5504 0.5743 0.5984 0.6229 0.6477 0.6730 0.6988 0.7256 0.7527 0.7799 0.8071 0.8344 0.8618 0.8893 0.9169 0.9445 0.9722 1.0000 Hrad: 0.0145 0.0290 0.0434 0.0555 0.0505 0.0627 0.0764 0.0927 0.0982 0.0870 0.1136 0.1410 0.1684 0.1956 0.2226 0.2494 0.2759 0.3023 0.3284 0.3544 0.3801 0.4057 0.4311 0.4562 0.4812 0.5060 0.5303 0.5542 0.5779 0.6012 0.6242 0.6470 0.6692 0.6911 0.7126 0.7337 0.7542 0.7740 0.7929 0.8106 0.8293 0.8481 0.8670 0.8859 0.9049 0.9239 0.9429 0.9619 0.9810 1.0000 Width: 0.0191 0.0383 0.0574 0.0812 0.1544 0.2282 0.3134 0.3640 0.5371 0.6936 0.7060 0.7132 0.7193 0.7244 0.7295 0.7345 0.7396 0.7447 0.7498 0.7549 0.7599 0.7650 0.7701 0.7752 0.7802 0.7861 0.7947 0.8036 0.8125 0.8214 0.8302 0.8391 0.8504 0.8618 0.8732 0.8847 0.9001 0.9180 0.9430 0.9714 0.9742 0.9771 0.9800 0.9828 0.9857 0.9885 0.9914 0.9943 0.9971 1.0000 Existing 100 Year SWMM Model Transect L970_SF Area: 0.0019 0.0078 0.0169 0.0276 0.0394 0.0518 0.0647 0.0782 0.0920 0.1062 0.1207 0.1355 0.1506 0.1661 0.1819 0.1982 0.2148 0.2319 0.2493 0.2671 0.2853 0.3038 0.3227 0.3419 0.3616 0.3816 0.4021 0.4230 0.4443 0.4661 0.4883 0.5110 0.5342 0.5578 0.5821 0.6071 0.6325 0.6582 0.6842 0.7104 0.7369 0.7637 0.7907 0.8181 0.8462 0.8752 0.9048 0.9351 0.9665 1.0000 Hrad: 0.0168 0.0345 0.0576 0.0836 0.1114 0.1404 0.1685 0.1961 0.2255 0.2543 0.2826 0.3104 0.3378 0.3645 0.3887 0.4132 0.4374 0.4613 0.4849 0.5090 0.5332 0.5572 0.5810 0.6033 0.6244 0.6453 0.6663 0.6871 0.7078 0.7268 0.7452 0.7636 0.7819 0.7995 0.8097 0.8224 0.8479 0.8732 0.8983 0.9232 0.9480 0.9726 0.9971 1.0153 1.0127 1.0247 1.0340 1.0416 1.0367 1.0000 Width: 0.1072 0.2116 0.2732 0.3073 0.3297 0.3438 0.3580 0.3714 0.3802 0.3890 0.3977 0.4065 0.4153 0.4243 0.4358 0.4465 0.4572 0.4679 0.4786 0.4886 0.4980 0.5075 0.5169 0.5274 0.5389 0.5503 0.5616 0.5729 0.5841 0.5967 0.6097 0.6227 0.6356 0.6491 0.6689 0.6868 0.6940 0.7013 0.7086 0.7158 0.7231 0.7303 0.7376 0.7494 0.7772 0.7943 0.8138 0.8351 0.8672 1.0000 Transect Street Area: 0.0008 0.0032 0.0072 0.0128 0.0200 0.0288 0.0392 0.0512 0.0648 0.0800 0.0968 0.1149 0.1330 0.1511 0.1693 0.1875 0.2058 0.2248 0.2441 0.2637 0.2836 0.3038 0.3244 0.3453 0.3665 0.3880 0.4098 0.4320 0.4545 0.4772 0.5004 0.5238 0.5475 0.5716 0.5960 0.6207 0.6457 0.6710 0.6967 0.7227 0.7490 0.7756 0.8025 0.8298 0.8574 0.8852 0.9135 0.9420 0.9708 1.0000 Existing 100 Year SWMM Model Hrad: 0.0148 0.0295 0.0443 0.0591 0.0739 0.0886 0.1034 0.1182 0.1330 0.1477 0.1625 0.1869 0.2161 0.2451 0.2741 0.3029 0.3315 0.3590 0.3859 0.4123 0.4380 0.4632 0.4878 0.5120 0.5356 0.5587 0.5814 0.6036 0.6254 0.6467 0.6676 0.6881 0.7082 0.7280 0.7473 0.7663 0.7850 0.8033 0.8213 0.8390 0.8563 0.8734 0.8902 0.9067 0.9229 0.9388 0.9545 0.9699 0.9851 1.0000 Width: 0.0546 0.1091 0.1637 0.2183 0.2728 0.3274 0.3820 0.4365 0.4911 0.5457 0.6002 0.6186 0.6188 0.6190 0.6192 0.6194 0.6413 0.6522 0.6630 0.6739 0.6848 0.6957 0.7065 0.7174 0.7283 0.7391 0.7500 0.7609 0.7717 0.7826 0.7935 0.8043 0.8152 0.8261 0.8370 0.8478 0.8587 0.8696 0.8804 0.8913 0.9022 0.9130 0.9239 0.9348 0.9457 0.9565 0.9674 0.9783 0.9891 1.0000 Transect L700A_SF Area: 0.0004 0.0015 0.0035 0.0061 0.0096 0.0138 0.0188 0.0246 0.0311 0.0384 0.0464 0.0553 0.0648 0.0752 0.0863 0.0982 0.1109 0.1243 0.1385 0.1535 0.1692 0.1857 0.2030 0.2210 0.2398 0.2594 0.2797 0.3008 0.3227 0.3453 0.3688 0.3929 0.4179 0.4436 0.4701 0.4973 0.5253 0.5541 0.5836 0.6139 0.6450 0.6769 0.7095 0.7429 0.7787 0.8172 0.8586 0.9029 0.9500 1.0000 Hrad: 0.0256 0.0512 0.0768 0.1024 0.1280 0.1536 0.1792 0.2048 0.2304 0.2560 0.2816 0.3072 0.3328 0.3584 0.3840 0.4096 0.4352 0.4608 0.4864 0.5120 0.5376 0.5632 0.5888 0.6144 0.6400 0.6656 0.6912 0.7168 0.7424 0.7680 0.7936 0.8192 0.8448 0.8704 0.8960 0.9216 0.9472 0.9728 0.9984 1.0240 1.0496 1.0752 1.1008 1.1096 1.0746 1.0481 1.0286 1.0147 1.0054 1.0000 Width: Existing 100 Year SWMM Model 0.0149 0.0299 0.0448 0.0597 0.0747 0.0896 0.1045 0.1194 0.1344 0.1493 0.1642 0.1792 0.1941 0.2090 0.2240 0.2389 0.2538 0.2688 0.2837 0.2986 0.3135 0.3285 0.3434 0.3583 0.3733 0.3882 0.4031 0.4181 0.4330 0.4479 0.4629 0.4778 0.4927 0.5076 0.5226 0.5375 0.5524 0.5674 0.5823 0.5972 0.6122 0.6271 0.6420 0.6671 0.7226 0.7781 0.8335 0.8890 0.9445 1.0000 Transect L700B_SF Area: 0.0001 0.0006 0.0013 0.0023 0.0035 0.0051 0.0069 0.0091 0.0115 0.0142 0.0171 0.0204 0.0244 0.0298 0.0367 0.0450 0.0548 0.0661 0.0788 0.0930 0.1086 0.1257 0.1443 0.1643 0.1858 0.2087 0.2331 0.2590 0.2863 0.3147 0.3432 0.3717 0.4003 0.4288 0.4574 0.4861 0.5155 0.5461 0.5778 0.6107 0.6446 0.6796 0.7158 0.7531 0.7914 0.8309 0.8715 0.9132 0.9561 1.0000 Hrad: 0.0219 0.0437 0.0656 0.0875 0.1093 0.1312 0.1531 0.1749 0.1968 0.2187 0.2405 0.2624 0.2289 0.2145 0.2140 0.2209 0.2321 0.2460 0.2617 0.2788 0.2968 0.3156 0.3349 0.3547 0.3748 0.3952 0.4159 0.4367 0.4578 0.4952 0.5390 0.5827 0.6263 0.6697 0.7131 0.7484 0.7643 0.7807 0.7975 0.8146 0.8321 0.8499 0.8679 0.8862 0.9047 0.9234 0.9423 0.9614 0.9806 1.0000 Width: 0.0064 0.0127 0.0191 0.0255 0.0318 0.0382 0.0446 0.0509 0.0573 0.0637 0.0700 0.0764 0.1054 0.1382 0.1711 0.2039 0.2367 0.2695 0.3023 0.3351 0.3679 0.4008 0.4336 0.4664 0.4992 0.5320 0.5648 0.5976 0.6305 0.6402 0.6407 0.6412 0.6417 0.6422 0.6427 0.6502 0.6752 0.7001 0.7251 0.7501 0.7751 0.8001 0.8251 0.8501 0.8751 0.9000 0.9250 0.9500 0.9750 1.0000 Transect L925_SF2 Existing 100 Year SWMM Model Area: 0.0001 0.0005 0.0011 0.0020 0.0034 0.0057 0.0089 0.0131 0.0181 0.0241 0.0311 0.0389 0.0477 0.0575 0.0683 0.0801 0.0930 0.1069 0.1218 0.1377 0.1547 0.1726 0.1917 0.2117 0.2327 0.2548 0.2779 0.3021 0.3272 0.3534 0.3806 0.4088 0.4381 0.4684 0.4997 0.5318 0.5642 0.5969 0.6297 0.6627 0.6958 0.7291 0.7625 0.7960 0.8297 0.8634 0.8974 0.9315 0.9657 1.0000 Hrad: 0.0168 0.0335 0.0503 0.0671 0.0618 0.0697 0.0822 0.0966 0.1119 0.1278 0.1440 0.1604 0.1766 0.1918 0.2073 0.2232 0.2392 0.2555 0.2719 0.2884 0.3050 0.3216 0.3384 0.3551 0.3720 0.3889 0.4058 0.4227 0.4397 0.4567 0.4738 0.4908 0.5079 0.5250 0.5420 0.5691 0.5974 0.6285 0.6602 0.6917 0.7231 0.7544 0.7855 0.8165 0.8474 0.8782 0.9088 0.9393 0.9697 1.0000 Width: 0.0072 0.0144 0.0215 0.0287 0.0536 0.0805 0.1074 0.1343 0.1612 0.1881 0.2150 0.2419 0.2693 0.2991 0.3289 0.3587 0.3885 0.4182 0.4480 0.4778 0.5076 0.5374 0.5672 0.5970 0.6268 0.6566 0.6864 0.7162 0.7460 0.7758 0.8056 0.8354 0.8652 0.8949 0.9247 0.9373 0.9474 0.9525 0.9564 0.9604 0.9644 0.9683 0.9723 0.9762 0.9802 0.9842 0.9881 0.9921 0.9960 1.0000 Transect L925_SF3 Area: 0.0001 0.0005 0.0012 0.0021 0.0032 0.0046 0.0063 0.0082 0.0105 0.0137 0.0179 0.0231 0.0293 0.0365 0.0441 0.0520 0.0604 0.0691 0.0783 0.0878 0.0977 0.1080 0.1187 0.1298 0.1412 0.1536 0.1673 0.1823 0.1988 0.2166 0.2358 0.2564 0.2783 0.3017 0.3269 0.3546 0.3847 0.4173 0.4524 0.4899 0.5299 0.5723 0.6172 0.6645 0.7143 0.7665 0.8212 0.8783 0.9379 1.0000 Hrad: Existing 100 Year SWMM Model 0.0307 0.0613 0.0920 0.1227 0.1533 0.1840 0.2146 0.2453 0.2411 0.2302 0.2372 0.2528 0.2730 0.3077 0.3532 0.3974 0.4404 0.4823 0.5234 0.5636 0.6032 0.6421 0.6804 0.7183 0.7556 0.7364 0.7267 0.7242 0.7271 0.7342 0.7447 0.7579 0.7733 0.7906 0.7779 0.7727 0.7733 0.7783 0.7870 0.7985 0.8125 0.8284 0.8461 0.8651 0.8854 0.9067 0.9289 0.9519 0.9757 1.0000 Width: 0.0041 0.0081 0.0122 0.0163 0.0204 0.0244 0.0285 0.0326 0.0425 0.0584 0.0743 0.0901 0.1060 0.1169 0.1230 0.1291 0.1352 0.1413 0.1474 0.1535 0.1596 0.1657 0.1718 0.1779 0.1840 0.2058 0.2275 0.2492 0.2709 0.2926 0.3143 0.3360 0.3577 0.3794 0.4181 0.4569 0.4957 0.5345 0.5733 0.6121 0.6509 0.6897 0.7285 0.7673 0.8060 0.8448 0.8836 0.9224 0.9612 1.0000 Transect L900B_SF Area: 0.0001 0.0005 0.0011 0.0020 0.0031 0.0044 0.0060 0.0078 0.0102 0.0135 0.0178 0.0231 0.0293 0.0366 0.0448 0.0541 0.0643 0.0755 0.0877 0.1009 0.1151 0.1303 0.1465 0.1636 0.1827 0.2037 0.2258 0.2488 0.2727 0.2977 0.3236 0.3505 0.3783 0.4071 0.4369 0.4677 0.4994 0.5321 0.5657 0.6004 0.6360 0.6725 0.7101 0.7486 0.7881 0.8285 0.8699 0.9123 0.9557 1.0000 Hrad: 0.0228 0.0457 0.0685 0.0913 0.1141 0.1370 0.1598 0.1826 0.1660 0.1637 0.1719 0.1853 0.2016 0.2197 0.2390 0.2591 0.2799 0.3011 0.3226 0.3445 0.3665 0.3887 0.4111 0.4336 0.4534 0.4710 0.4896 0.5091 0.5292 0.5498 0.5709 0.5922 0.6138 0.6357 0.6577 0.6799 0.7023 0.7248 0.7473 0.7700 0.7928 0.8156 0.8385 0.8614 0.8844 0.9075 0.9305 0.9537 0.9768 1.0000 Width: 0.0055 0.0109 0.0164 0.0218 0.0273 Existing 100 Year SWMM Model 0.0327 0.0382 0.0437 0.0628 0.0849 0.1070 0.1290 0.1511 0.1731 0.1952 0.2173 0.2393 0.2614 0.2834 0.3055 0.3276 0.3496 0.3717 0.3938 0.4592 0.4808 0.5024 0.5241 0.5457 0.5673 0.5890 0.6106 0.6322 0.6539 0.6755 0.6971 0.7188 0.7404 0.7620 0.7837 0.8053 0.8269 0.8486 0.8702 0.8918 0.9135 0.9351 0.9567 0.9784 1.0000 **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ NO Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Surcharge Method ......... EXTRAN Starting Date ............ 03/02/2017 00:00:00 Ending Date .............. 03/06/2017 12:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:01:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 1.00 sec Variable Time Step ....... YES Maximum Trials ........... 8 Number of Threads ........ 4 Head Tolerance ........... 0.001500 ft ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 220.314 3.669 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 61.359 1.022 Surface Runoff ........... 157.042 2.615 Final Storage ............ 2.004 0.033 Existing 100 Year SWMM Model Continuity Error (%) ..... -0.041 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 157.038 51.173 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 156.538 51.010 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.001 0.000 Final Stored Volume ...... 0.230 0.075 Continuity Error (%) ..... 0.172 ************************* Highest Continuity Errors ************************* Node J444 (1.87%) Node J730 (-1.53%) Node J600 (-1.36%) Node P324 (-1.02%) *************************** Time-Step Critical Elements *************************** Link L460_SF (2.66%) Link L300_SF (1.35%) ******************************** Highest Flow Instability Indexes ******************************** Link L385_P (7) Link L360_SF (3) ********************************* Most Frequent Nonconverging Nodes ********************************* Node O099 (0.02%) Existing 100 Year SWMM Model Node O299 (0.02%) Node J676 (0.01%) Node P385 (0.00%) Node J910C (0.00%) ************************* Routing Time Step Summary ************************* Minimum Time Step : 0.23 sec Average Time Step : 0.99 sec Maximum Time Step : 1.00 sec % of Time in Steady State : 0.00 Average Iterations per Step : 2.02 % of Steps Not Converging : 0.02 Time Step Frequencies : 1.000 - 0.871 sec : 96.48 % 0.871 - 0.758 sec : 0.51 % 0.758 - 0.660 sec : 1.19 % 0.660 - 0.574 sec : 0.88 % 0.574 - 0.500 sec : 0.94 % *************************** Subcatchment Runoff Summary *************************** ------------------------------------------------------------------------------------- ----------------------------------------- Total Total Total Total Imperv Perv Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Runoff Runoff Coeff Subcatchment in in in in in in in 10^6 gal CFS ------------------------------------------------------------------------------------- ----------------------------------------- B100 3.67 0.00 0.00 0.80 1.61 1.22 2.83 0.14 13.68 0.770 B110 3.67 0.00 0.00 0.80 1.61 1.22 2.83 0.66 63.70 0.771 B300 3.67 0.00 0.00 1.33 0.18 2.16 2.34 0.08 8.48 0.637 B310 3.67 0.00 0.00 0.78 1.61 1.24 2.85 1.57 161.71 0.776 B320 3.67 0.00 0.00 0.87 1.43 1.33 2.76 0.85 79.37 0.751 Existing 100 Year SWMM Model B330 3.67 0.00 0.00 0.87 1.43 1.34 2.76 2.98 286.46 0.753 B340 3.67 0.00 0.00 0.95 1.25 1.44 2.69 2.28 213.32 0.733 B350 3.67 0.00 0.00 0.79 1.61 1.23 2.84 1.69 166.45 0.773 B360 3.67 0.00 0.00 1.37 0.18 2.12 2.29 0.15 13.18 0.625 B370 3.67 0.00 0.00 1.54 0.18 1.95 2.13 1.75 92.54 0.580 B380 3.67 0.00 0.00 1.33 0.18 2.16 2.33 0.31 34.01 0.636 B390 3.67 0.00 0.00 1.44 0.18 2.05 2.23 0.62 43.91 0.608 B400 3.67 0.00 0.00 1.22 0.71 1.72 2.43 1.49 113.60 0.663 B410 3.67 0.00 0.00 0.80 1.61 1.22 2.83 0.63 60.07 0.771 B420 3.67 0.00 0.00 1.21 0.71 1.72 2.44 0.39 30.04 0.665 B430 3.67 0.00 0.00 0.80 1.61 1.22 2.82 0.48 45.04 0.769 B440 3.67 0.00 0.00 0.80 1.61 1.22 2.82 0.73 69.11 0.769 B445 3.67 0.00 0.00 0.80 1.61 1.22 2.82 0.04 3.74 0.769 B450 3.67 0.00 0.00 0.79 1.61 1.23 2.84 0.25 24.75 0.774 B455 3.67 0.00 0.00 0.79 1.61 1.23 2.84 0.19 18.96 0.774 B460 3.67 0.00 0.00 1.04 1.07 1.53 2.61 0.18 15.78 0.710 B465 3.67 0.00 0.00 1.04 1.07 1.53 2.61 0.16 14.23 0.710 B470 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.37 39.02 0.940 B480 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.42 45.01 0.940 B490 3.67 0.00 0.00 0.13 3.22 0.24 3.45 0.20 21.15 0.941 B500 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.18 19.12 0.940 B510 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.09 9.17 0.940 B520 3.67 0.00 0.00 0.34 2.68 0.58 3.26 0.75 81.54 0.888 Existing 100 Year SWMM Model B530 3.67 0.00 0.00 0.34 2.68 0.58 3.26 0.17 19.04 0.889 B540 3.67 0.00 0.00 0.34 2.68 0.58 3.26 0.27 29.78 0.889 B600 3.67 0.00 0.00 1.52 0.36 1.78 2.14 0.72 36.57 0.582 B610 3.67 0.00 0.00 0.55 2.14 0.92 3.06 0.70 76.59 0.834 B620 3.67 0.00 0.00 1.19 0.71 1.75 2.46 0.35 29.29 0.671 B630 3.67 0.00 0.00 0.88 1.43 1.32 2.75 0.65 59.52 0.750 B640 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.65 67.96 0.940 B650 3.67 0.00 0.00 1.58 0.36 1.72 2.08 0.54 25.19 0.567 B660 3.67 0.00 0.00 0.79 1.61 1.22 2.83 0.13 13.03 0.772 B670 3.67 0.00 0.00 0.80 1.61 1.21 2.82 0.06 5.90 0.769 B680 3.67 0.00 0.00 0.81 1.61 1.21 2.82 0.15 14.39 0.768 B690 3.67 0.00 0.00 0.62 2.14 0.85 2.99 1.63 141.92 0.816 B700 3.67 0.00 0.00 1.63 0.18 1.86 2.04 2.38 105.02 0.555 B710 3.67 0.00 0.00 0.72 1.79 1.11 2.90 0.98 95.72 0.790 B720 3.67 0.00 0.00 1.55 0.36 1.75 2.11 1.52 73.95 0.576 B730 3.67 0.00 0.00 0.78 1.61 1.24 2.84 0.32 32.67 0.775 B740 3.67 0.00 0.00 0.54 2.14 0.93 3.07 0.15 16.58 0.837 B750 3.67 0.00 0.00 0.79 1.61 1.23 2.84 0.42 41.52 0.774 B760 3.67 0.00 0.00 1.12 0.71 1.82 2.54 0.08 9.16 0.691 B770 3.67 0.00 0.00 0.70 1.79 1.14 2.92 0.24 25.23 0.797 B780 3.67 0.00 0.00 0.84 1.43 1.36 2.79 0.17 18.21 0.760 B790 3.67 0.00 0.00 1.16 0.88 1.61 2.49 0.99 76.06 0.678 B800 3.67 0.00 0.00 1.24 0.71 1.69 2.41 1.68 121.07 0.657 Existing 100 Year SWMM Model B805 3.67 0.00 0.00 1.24 0.71 1.69 2.41 2.51 180.86 0.657 B810 3.67 0.00 0.00 0.64 1.97 1.01 2.98 1.86 190.25 0.812 B820 3.67 0.00 0.00 1.56 0.18 1.92 2.10 1.51 75.38 0.573 B830 3.67 0.00 0.00 0.84 1.61 1.18 2.79 0.56 48.41 0.760 B840 3.67 0.00 0.00 0.81 1.61 1.21 2.82 0.85 78.81 0.768 B850 3.67 0.00 0.00 1.43 0.36 1.88 2.24 1.03 62.87 0.609 B870 3.67 0.00 0.00 1.00 1.07 1.57 2.64 0.19 18.87 0.719 B874 3.67 0.00 0.00 0.70 1.79 1.13 2.92 0.43 44.94 0.796 B876 3.67 0.00 0.00 0.58 2.14 0.89 3.03 1.40 136.36 0.826 B880 3.67 0.00 0.00 0.66 1.96 0.99 2.96 1.26 119.53 0.806 B900 3.67 0.00 0.00 0.55 2.14 0.92 3.06 0.18 19.88 0.835 B910 3.67 0.00 0.00 1.24 0.71 1.70 2.41 1.03 74.93 0.658 B930 3.67 0.00 0.00 0.91 1.43 1.29 2.72 0.52 44.00 0.740 B940 3.67 0.00 0.00 0.84 1.61 1.18 2.78 1.17 100.14 0.759 B950 3.67 0.00 0.00 0.77 1.61 1.25 2.86 0.20 21.10 0.778 B970 3.67 0.00 0.00 0.78 1.61 1.24 2.84 0.67 67.49 0.775 B910A 3.67 0.00 0.00 0.38 2.64 0.57 3.21 0.27 24.97 0.876 B770B 3.67 0.00 0.00 0.15 3.18 0.25 3.43 0.14 13.54 0.935 B770A 3.67 0.00 0.00 0.00 3.57 0.00 3.57 0.03 3.54 0.974 B900B 3.67 0.00 0.00 0.00 3.57 0.00 3.57 0.05 5.62 0.974 B920A 3.67 0.00 0.00 1.14 0.71 1.80 2.51 0.26 26.30 0.685 B920C 3.67 0.00 0.00 0.50 2.36 0.75 3.11 0.14 13.83 0.847 B920B 3.67 0.00 0.00 0.74 2.25 0.62 2.87 0.08 4.66 0.782 Existing 100 Year SWMM Model B900A 3.67 0.00 0.00 0.07 3.39 0.12 3.51 0.05 4.77 0.957 B910B 3.67 0.00 0.00 0.00 3.57 0.00 3.57 0.03 2.79 0.974 B910C 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.13 13.36 0.940 B910D 3.67 0.00 0.00 0.00 3.57 0.00 3.57 0.04 4.54 0.974 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL Occurrence Max Depth Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- J100 JUNCTION 0.03 1.19 4959.40 0 00:59 1.18 J300 JUNCTION 0.24 3.64 4888.16 0 01:11 3.64 J310 JUNCTION 0.29 4.27 4896.42 0 01:10 4.27 J316 JUNCTION 0.18 3.55 4896.52 0 01:10 3.54 J320 JUNCTION 0.53 6.40 4902.26 0 01:08 6.40 J330 JUNCTION 0.19 3.49 4907.04 0 01:06 3.49 J340 JUNCTION 0.03 1.22 4910.95 0 00:41 1.22 J346 JUNCTION 0.02 1.21 4920.48 0 00:40 1.21 J350 JUNCTION 0.02 0.66 4921.68 0 00:40 0.66 J360 JUNCTION 0.17 1.56 4924.90 0 00:56 1.56 J361 JUNCTION 0.12 0.82 4982.09 0 01:39 0.82 J362 JUNCTION 0.37 8.33 5005.20 0 01:38 8.33 J373 JUNCTION 0.04 0.80 4994.99 0 01:54 0.80 J374 JUNCTION 0.55 7.84 5004.15 0 01:53 7.84 J380 JUNCTION 0.28 1.54 4932.43 0 00:46 1.54 J386 JUNCTION 0.08 1.64 4975.64 0 00:59 1.64 J390 JUNCTION 0.08 0.91 4933.22 0 00:46 0.91 J400 JUNCTION 0.14 0.76 4936.79 0 00:50 0.76 J410 JUNCTION 0.06 5.20 4947.45 0 00:40 5.20 J414 JUNCTION 0.05 1.49 4940.18 0 01:01 1.49 J444 JUNCTION 0.02 1.07 4962.21 0 00:45 1.07 J448 JUNCTION 0.01 0.52 4967.74 0 00:40 0.51 J450 JUNCTION 0.04 3.21 4970.54 0 00:40 3.21 J451 JUNCTION 0.03 1.63 4968.43 0 00:41 1.63 J452 JUNCTION 0.02 1.71 4969.91 0 00:44 1.71 J452-TypeR JUNCTION 0.01 0.33 4976.80 0 00:40 0.33 J456 JUNCTION 0.09 6.00 4975.60 0 00:44 6.00 J456-TypeR JUNCTION 0.03 4.07 4976.96 0 00:40 4.07 Existing 100 Year SWMM Model J457 JUNCTION 0.03 1.67 4979.17 0 00:44 1.67 J458 JUNCTION 0.03 1.49 4979.40 0 00:40 1.49 J462 JUNCTION 0.04 2.61 4980.65 0 00:40 2.55 J464 JUNCTION 0.04 2.94 4981.44 0 00:40 2.92 J470 JUNCTION 0.02 1.63 5000.14 0 00:40 1.63 J482 JUNCTION 0.18 9.30 5008.05 0 00:40 9.29 J500 JUNCTION 0.02 1.93 4992.13 0 00:40 1.93 J508 JUNCTION 0.01 0.47 4984.71 0 00:42 0.47 J510 JUNCTION 0.01 0.53 4992.09 0 00:40 0.53 J516 JUNCTION 0.00 0.39 5003.81 0 00:40 0.39 J520 JUNCTION 0.23 6.86 5005.63 0 00:40 6.86 J525 JUNCTION 0.18 6.45 5009.61 0 00:40 6.45 J540 JUNCTION 0.01 0.46 5019.89 0 00:40 0.46 J600 JUNCTION 0.06 1.00 4936.31 0 00:41 1.00 J620 JUNCTION 0.00 0.22 4961.57 0 00:43 0.22 J626 JUNCTION 0.08 2.25 4941.20 0 00:40 2.25 J630 JUNCTION 0.01 0.87 4946.78 0 00:40 0.87 J640 JUNCTION 0.07 1.78 4945.10 0 00:59 1.78 J650 JUNCTION 0.08 1.58 4958.44 0 00:59 1.58 J651 JUNCTION 0.01 0.55 4976.78 0 00:59 0.55 J652 JUNCTION 0.04 0.87 4970.87 0 00:51 0.87 J676 JUNCTION 0.17 4.52 4977.52 0 00:52 4.52 J710 JUNCTION 0.04 1.08 4984.36 0 00:52 1.08 J730 JUNCTION 0.02 0.50 4990.50 0 00:42 0.50 J736 JUNCTION 0.05 2.33 4992.60 0 00:40 2.33 J740 JUNCTION 0.08 4.75 4996.21 0 00:40 4.74 J760 JUNCTION 0.00 0.20 5022.68 0 00:40 0.20 J770 JUNCTION 0.09 9.55 5021.23 0 00:40 9.55 J770A JUNCTION 0.06 4.24 5028.72 0 00:45 4.24 J770B JUNCTION 0.03 3.98 5035.34 0 00:41 3.98 J782 JUNCTION 0.07 7.29 5025.99 0 00:42 7.29 J804 JUNCTION 0.04 1.26 4942.97 0 00:45 1.26 J805 JUNCTION 0.02 0.84 4949.11 0 00:40 0.83 J810 JUNCTION 0.11 1.47 4965.08 0 00:40 1.47 J828 JUNCTION 0.02 0.56 5062.22 0 00:43 0.56 J830 JUNCTION 0.01 0.93 5063.55 0 00:40 0.93 J840 JUNCTION 0.04 1.91 5064.82 0 00:41 1.91 J870 JUNCTION 0.02 0.50 5043.00 0 00:45 0.50 J872 JUNCTION 0.01 0.23 5045.90 0 00:54 0.23 J873 JUNCTION 0.14 3.65 5049.65 0 00:54 3.65 J875 JUNCTION 0.02 0.52 5050.88 0 00:43 0.52 J880 JUNCTION 0.06 1.18 4972.70 0 00:40 1.18 J884 JUNCTION 0.10 0.85 4969.78 0 00:43 0.85 J886 JUNCTION 0.01 0.46 4987.77 0 00:41 0.46 J900 JUNCTION 0.01 0.52 5013.55 0 00:40 0.52 J900A JUNCTION 0.08 5.06 5028.70 0 00:46 5.06 J900B JUNCTION 0.08 3.61 5027.01 0 00:55 3.61 Existing 100 Year SWMM Model J908 JUNCTION 0.00 0.00 5024.29 0 00:00 0.00 J909 JUNCTION 0.00 0.11 5026.61 0 01:03 0.11 J910 JUNCTION 2.20 5.13 5022.13 0 01:00 5.13 J910A JUNCTION 0.10 1.47 5014.47 0 01:20 1.47 J910B JUNCTION 0.06 1.31 5032.37 0 00:41 1.31 J910C JUNCTION 0.05 4.77 5029.77 0 00:40 4.76 J910D JUNCTION 0.33 6.39 5027.01 0 00:55 6.39 J919_1 JUNCTION 0.10 3.63 5035.43 0 00:40 3.53 J919_2 JUNCTION 0.26 6.19 5026.99 0 01:00 6.19 J919_3 JUNCTION 0.31 6.23 5026.91 0 01:01 6.23 J920A JUNCTION 0.05 1.25 5041.25 0 00:40 1.24 J920B JUNCTION 0.02 1.36 5037.56 0 00:41 1.35 J920C JUNCTION 0.04 4.78 5036.09 0 00:46 4.78 J925A JUNCTION 0.04 4.44 5032.44 0 00:46 4.44 J925B JUNCTION 0.09 6.80 5030.60 0 00:46 6.80 J925C JUNCTION 0.14 6.46 5028.69 0 00:46 6.46 J925D JUNCTION 0.17 6.17 5027.83 0 00:47 6.17 J931 JUNCTION 0.02 0.27 5049.60 0 02:15 0.27 J932 JUNCTION 0.39 6.19 5068.90 0 02:16 6.19 J963 JUNCTION 0.00 0.00 5087.95 0 00:00 0.00 J969 JUNCTION 0.00 0.00 5090.64 0 00:00 0.00 J364 JUNCTION 0.01 0.60 5007.60 0 01:30 0.60 O099 OUTFALL 0.03 1.19 4949.07 0 00:59 1.18 O299 OUTFALL 0.23 3.64 4887.64 0 01:11 3.64 P324 STORAGE 0.15 5.64 4944.83 0 00:59 5.64 P343 STORAGE 0.13 5.95 4989.55 0 00:43 5.95 P363 STORAGE 0.51 9.01 5007.61 0 01:30 9.01 P366 STORAGE 1.33 7.79 5026.79 0 01:02 7.79 P367 STORAGE 1.09 3.55 5029.52 0 01:04 3.55 P375 STORAGE 0.32 8.49 5005.11 0 01:56 8.49 P382 STORAGE 0.16 3.76 4978.52 0 00:51 3.76 P383 STORAGE 0.13 4.13 4977.73 0 00:52 4.13 P384 STORAGE 0.03 1.93 4976.12 0 00:50 1.93 P385 STORAGE 0.00 1.00 4959.65 0 00:40 1.00 P386 STORAGE 0.14 2.87 4978.16 0 00:58 2.87 P400 STORAGE 2.48 3.06 4951.88 0 00:40 3.06 P874 STORAGE 0.13 3.50 5049.67 0 00:53 3.50 P876 STORAGE 0.11 2.75 5054.05 0 00:44 2.75 P930 STORAGE 0.13 2.46 5057.57 0 01:34 2.46 P940 STORAGE 0.43 8.25 5075.25 0 02:07 8.25 P950 STORAGE 0.17 4.44 5085.63 0 02:00 4.44 P970 STORAGE 0.14 4.30 5092.99 0 01:11 4.30 P790 STORAGE 0.08 8.85 5037.81 0 00:41 8.85 ******************* Node Inflow Summary Existing 100 Year SWMM Model ******************* ------------------------------------------------------------------------------------- ------------ Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal Percent ------------------------------------------------------------------------------------- ------------ J100 JUNCTION 77.38 203.76 0 00:58 0.809 5.9 -0.074 J300 JUNCTION 8.48 952.37 0 01:10 0.0762 45.1 0.004 J310 JUNCTION 0.00 953.19 0 01:09 0 45 0.026 J316 JUNCTION 161.71 974.19 0 01:08 1.57 45 -0.019 J320 JUNCTION 79.37 941.18 0 01:06 0.847 43.5 0.013 J330 JUNCTION 286.46 1123.38 0 00:54 2.98 42.7 0.052 J340 JUNCTION 0.00 373.81 0 00:40 0 3.98 0.136 J346 JUNCTION 213.32 377.85 0 00:40 2.28 3.98 -0.145 J350 JUNCTION 166.45 166.45 0 00:40 1.69 1.69 -0.031 J360 JUNCTION 139.73 1172.53 0 00:49 2.2 36 0.805 J361 JUNCTION 0.00 61.96 0 01:38 0 7.25 -0.008 J362 JUNCTION 0.00 62.56 0 01:30 0 7.24 -0.009 J373 JUNCTION 0.00 51.22 0 01:53 0 4.15 -0.011 J374 JUNCTION 0.00 51.22 0 01:53 0 4.15 -0.056 J380 JUNCTION 0.00 775.13 0 00:45 0 26.1 -0.154 J386 JUNCTION 0.00 87.26 0 00:58 0 2.56 0.042 Existing 100 Year SWMM Model J390 JUNCTION 157.52 368.46 0 00:40 2.12 12.6 -0.233 J400 JUNCTION 0.00 129.81 0 00:49 0 5.04 0.099 J410 JUNCTION 60.07 60.07 0 00:40 0.628 0.628 -0.019 J414 JUNCTION 0.00 110.16 0 00:59 0 4.42 0.035 J444 JUNCTION 0.00 126.11 0 00:41 0 2.22 1.907 J448 JUNCTION 0.00 24.12 0 00:40 0 0.248 0.057 J450 JUNCTION 24.75 24.75 0 00:40 0.247 0.247 -0.011 J451 JUNCTION 0.00 105.38 0 00:44 0 1.98 -0.015 J452 JUNCTION 0.00 105.38 0 00:44 0 1.98 0.005 J452-TypeR JUNCTION 3.74 3.74 0 00:40 0.0396 0.0396 -0.014 J456 JUNCTION 15.78 104.62 0 00:43 0.18 1.94 -0.006 J456-TypeR JUNCTION 14.23 14.23 0 00:40 0.163 0.163 -0.004 J457 JUNCTION 0.00 90.89 0 00:40 0 1.6 0.011 J458 JUNCTION 0.00 91.05 0 00:40 0 1.6 -0.014 J462 JUNCTION 0.00 91.06 0 00:40 0 1.59 -0.012 J464 JUNCTION 0.00 40.91 0 00:40 0 0.51 -0.011 J470 JUNCTION 39.02 39.02 0 00:40 0.368 0.368 0.001 J482 JUNCTION 0.00 46.27 0 00:40 0 0.296 0.882 J500 JUNCTION 19.12 58.32 0 00:40 0.18 0.373 -0.003 J508 JUNCTION 18.96 88.57 0 00:40 0.189 0.592 0.234 J510 JUNCTION 9.17 73.31 0 00:40 0.0862 0.402 -0.257 J516 JUNCTION 0.00 109.35 0 00:40 0 0.51 0.118 J520 JUNCTION 81.54 124.30 0 00:40 0.746 0.951 0.641 Existing 100 Year SWMM Model J525 JUNCTION 19.04 48.53 0 00:40 0.173 0.441 0.770 J540 JUNCTION 29.78 29.78 0 00:40 0.27 0.27 0.778 J600 JUNCTION 113.15 293.55 0 00:40 1.42 7.58 -1.346 J620 JUNCTION 29.29 29.29 0 00:40 0.354 0.354 -0.013 J626 JUNCTION 0.00 171.29 0 00:40 0 5.81 0.005 J630 JUNCTION 59.52 59.52 0 00:40 0.646 0.646 -0.007 J640 JUNCTION 67.96 129.07 0 00:58 0.648 5.16 -0.034 J650 JUNCTION 25.19 120.35 0 00:57 0.541 4.52 0.021 J651 JUNCTION 0.00 187.10 0 00:58 0 5.09 0.091 J652 JUNCTION 0.00 14.07 0 00:51 0 1.27 -0.002 J676 JUNCTION 0.00 11.70 0 00:52 0 1.21 -0.007 J710 JUNCTION 169.67 283.12 0 00:40 2.5 4.74 0.743 J730 JUNCTION 32.67 153.17 0 00:40 0.323 2.2 -1.505 J736 JUNCTION 0.00 125.30 0 00:40 0 1.88 -0.009 J740 JUNCTION 58.10 123.86 0 00:40 0.562 1.8 -0.070 J760 JUNCTION 9.16 9.16 0 00:40 0.0826 0.0826 0.010 J770 JUNCTION 43.44 73.21 0 00:40 0.408 1.24 0.262 J770A JUNCTION 3.54 6.02 0 00:40 0.0349 0.042 -0.074 J770B JUNCTION 13.54 13.54 0 00:40 0.142 0.142 0.560 J782 JUNCTION 0.00 30.35 0 00:34 0 0.828 -0.214 J804 JUNCTION 121.07 504.35 0 00:40 1.68 13.5 0.219 J805 JUNCTION 0.00 179.79 0 00:40 0 2.5 -0.526 J810 JUNCTION 190.25 256.80 0 00:40 1.86 9.28 -0.235 Existing 100 Year SWMM Model J828 JUNCTION 0.00 104.91 0 00:40 0 1.41 0.127 J830 JUNCTION 48.41 48.41 0 00:40 0.562 0.562 -0.030 J840 JUNCTION 78.81 78.81 0 00:40 0.847 0.847 -0.207 J870 JUNCTION 18.87 95.26 0 00:44 0.193 2.02 -0.001 J872 JUNCTION 0.00 10.14 0 00:54 0 0.427 0.012 J873 JUNCTION 0.00 6.06 0 00:41 0 0.403 -0.001 J875 JUNCTION 0.00 78.34 0 00:44 0 1.4 -0.006 J880 JUNCTION 119.53 156.15 0 00:40 1.26 5.41 0.010 J884 JUNCTION 0.00 74.29 0 00:41 0 7.43 0.077 J886 JUNCTION 0.00 19.19 0 00:40 0 0.181 -0.944 J900 JUNCTION 19.88 19.88 0 00:40 0.18 0.18 -0.123 J900A JUNCTION 4.77 10.25 0 00:40 0.0458 0.0878 -0.271 J900B JUNCTION 5.62 5.62 0 00:40 0.0543 0.0543 0.093 J908 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J909 JUNCTION 0.00 2.85 0 01:02 0 0.0103 -0.066 J910 JUNCTION 0.00 55.45 0 01:03 0 4.98 -0.005 J910A JUNCTION 0.00 55.48 0 01:03 0 4.98 0.012 J910B JUNCTION 2.79 41.27 0 00:40 0.0272 2.11 0.460 J910C JUNCTION 13.36 13.79 0 00:40 0.126 0.151 0.673 J910D JUNCTION 4.54 50.73 0 00:44 0.0446 0.758 0.004 J919_1 JUNCTION 0.00 39.00 0 00:40 0 2.08 -0.002 J919_2 JUNCTION 0.00 37.51 0 00:42 0 2.1 -0.404 J919_3 JUNCTION 0.00 37.58 0 00:42 0 2.29 -0.001 Existing 100 Year SWMM Model J920A JUNCTION 26.30 35.70 0 00:40 0.261 2 0.000 J920B JUNCTION 4.66 4.66 0 00:40 0.0771 0.0771 0.001 J920C JUNCTION 13.83 37.68 0 00:41 0.144 0.31 -0.743 J925A JUNCTION 0.00 33.00 0 00:38 0 0.421 0.038 J925B JUNCTION 0.00 33.01 0 00:41 0 0.42 0.180 J925C JUNCTION 0.00 41.08 0 00:40 0 0.508 -0.122 J925D JUNCTION 0.00 47.85 0 00:44 0 0.656 -0.039 J931 JUNCTION 0.00 9.43 0 02:12 0 0.823 -0.091 J932 JUNCTION 0.00 15.70 0 00:53 0 2.04 -0.099 J963 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J969 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J364 JUNCTION 0.00 31.72 0 01:29 0 0.687 0.025 O099 OUTFALL 0.00 203.22 0 00:59 0 5.9 0.000 O299 OUTFALL 0.00 952.33 0 01:11 0 45.1 0.000 P324 STORAGE 144.20 281.40 0 00:42 1.6 4.37 -1.011 P343 STORAGE 66.15 125.96 0 00:40 0.623 1.08 -0.044 P363 STORAGE 75.38 206.74 0 00:45 1.51 7.91 0.002 P366 STORAGE 74.93 152.25 0 00:40 1.03 4.99 0.012 P367 STORAGE 24.97 24.97 0 00:40 0.267 0.267 0.006 P375 STORAGE 62.87 148.63 0 00:45 1.03 3.71 -0.003 P382 STORAGE 141.92 141.92 0 00:40 1.63 1.63 0.004 P383 STORAGE 14.39 14.39 0 00:40 0.155 0.155 -0.008 P384 STORAGE 5.90 5.90 0 00:40 0.0628 0.0628 0.003 Existing 100 Year SWMM Model P385 STORAGE 13.03 13.03 0 00:40 0.135 0.135 -5.768 P386 STORAGE 105.02 315.13 0 00:50 2.38 7.65 -0.002 P400 STORAGE 180.86 180.86 0 00:40 2.51 2.51 -0.030 P874 STORAGE 44.94 44.94 0 00:40 0.427 0.427 0.002 P876 STORAGE 136.36 136.36 0 00:40 1.4 1.4 0.002 P930 STORAGE 44.00 44.00 0 00:40 0.521 0.521 0.003 P940 STORAGE 100.14 109.85 0 00:40 1.17 2.04 -0.178 P950 STORAGE 21.10 29.08 0 00:40 0.199 0.867 -0.152 P970 STORAGE 67.49 67.49 0 00:40 0.669 0.669 0.016 P790 STORAGE 76.06 76.06 0 00:40 0.992 0.992 -0.057 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------- J374 JUNCTION 2.95 4.724 2.156 J676 JUNCTION 4.11 3.015 0.485 J925B JUNCTION 0.09 0.401 4.599 ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** Existing 100 Year SWMM Model ------------------------------------------------------------------------------------- ------------- Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft ｳ Full Loss Loss 1000 ft ｳ Full days hr:min CFS ------------------------------------------------------------------------------------- ------------- P324 3.818 1 0 0 204.939 51 0 00:59 110.16 P343 0.687 1 0 0 46.680 84 0 00:43 64.60 P363 6.933 1 0 0 232.475 35 0 01:30 91.72 P366 4.807 4 0 0 79.745 68 0 01:02 58.30 P367 5.557 18 0 0 24.350 81 0 01:04 3.86 P375 4.479 2 0 0 176.885 69 0 01:56 49.61 P382 3.190 1 0 0 96.830 37 0 00:51 51.14 P383 0.105 1 0 0 5.859 43 0 00:52 4.78 P384 0.020 0 0 0 2.042 8 0 00:50 2.38 P385 0.003 0 0 0 1.023 6 0 00:40 10.01 P386 2.965 0 0 0 145.099 19 0 00:58 274.36 P400 2.485 62 0 0 3.064 77 0 00:40 179.79 P874 1.074 3 0 0 31.556 83 0 00:53 10.14 P876 1.863 3 0 0 62.703 87 0 00:44 78.34 P930 1.460 2 0 0 42.434 53 0 01:34 4.97 P940 5.317 3 0 0 118.795 70 0 02:07 15.70 P950 0.548 2 0 0 16.653 52 0 02:00 10.71 P970 1.310 2 0 0 47.528 58 0 01:11 8.50 Existing 100 Year SWMM Model P790 0.008 0 0 0 1.167 38 0 00:41 57.89 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- O099 13.20 24.40 203.22 5.900 O299 99.79 21.44 952.33 45.107 ----------------------------------------------------------- System 56.49 45.84 1129.77 51.006 ******************** Link Flow Summary ******************** ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ |Flow| Occurrence |Veloc| Full Full Link Type CFS days hr:min ft/sec Flow Depth ----------------------------------------------------------------------------- J452_P CONDUIT 105.38 0 00:44 9.02 0.26 0.56 L100_SF CHANNEL 203.22 0 00:59 6.62 0.01 0.15 L300_SF CHANNEL 952.33 0 01:11 12.56 0.22 0.51 L310_SF CHANNEL 951.39 0 01:10 11.07 0.31 0.56 L316_SF CHANNEL 953.19 0 01:09 12.40 0.32 0.92 L320_SF CHANNEL 954.01 0 01:08 14.78 0.20 0.49 L324_P1 CONDUIT 49.45 0 00:59 11.77 1.51 0.80 L324_P2 CONDUIT 60.71 0 00:59 8.93 1.14 0.92 L324_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.50 L326_SF CHANNEL 928.00 0 01:06 4.05 0.22 0.74 L340_SF CHANNEL 332.07 0 00:41 3.88 0.18 0.50 L346_SF CHANNEL 373.81 0 00:40 8.68 0.43 0.76 L350_SF CHANNEL 164.75 0 00:40 8.02 0.12 0.46 L360_SF CHANNEL 913.58 0 00:56 >50.00 0.01 0.21 L361_SF CHANNEL 61.96 0 01:38 >50.00 0.01 0.12 L362_P CONDUIT 61.96 0 01:38 18.43 0.77 0.66 L363_P CONDUIT 60.00 0 00:36 7.82 0.33 1.00 L363_SF CHANNEL 29.09 0 01:31 3.11 0.00 0.07 L363_SF2 CHANNEL 2.56 0 01:30 >50.00 0.00 0.08 Existing 100 Year SWMM Model L363_SF3 CHANNEL 31.72 0 01:29 10.55 0.02 0.24 L366_P CONDUIT 40.04 0 01:18 10.70 0.88 0.79 L366_SF CHANNEL 2.79 0 01:03 4.80 0.00 0.02 L366_SF2 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L366_SF4 CONDUIT 54.79 0 01:20 3.53 0.80 0.83 L367_SF CHANNEL 3.71 0 01:04 0.18 0.00 0.52 L373_SF CHANNEL 51.22 0 01:54 7.51 0.02 0.17 L374_P CONDUIT 51.22 0 01:53 14.89 0.81 0.66 L375_P CONDUIT 49.61 0 02:13 10.11 2.46 1.00 L375_SF CHANNEL 0.08 0 00:40 0.49 0.00 0.02 L380_SF CHANNEL 859.61 0 00:50 >50.00 0.01 0.09 L382_P CONDUIT 9.90 0 02:31 5.60 1.01 1.00 L383_P CONDUIT 4.78 0 00:53 3.05 0.42 1.00 L386_P CONDUIT 23.90 0 00:54 13.53 1.42 1.00 L386_SF CHANNEL 63.64 0 00:58 3.62 0.86 0.98 L386_SF2 CHANNEL 187.10 0 00:58 7.44 0.40 0.42 L390_SF CHANNEL 350.68 0 00:46 49.74 0.02 0.23 L400_SF CHANNEL 128.27 0 00:50 >50.00 0.00 0.14 L401_SF CHANNEL 179.79 0 00:40 4.16 0.18 0.59 L410_P CONDUIT 28.97 0 00:48 12.64 0.84 0.69 L410_SF CONDUIT 30.67 0 00:40 5.24 0.03 0.20 L414_SF CHANNEL 110.03 0 01:01 4.42 0.02 0.25 L444_SF CHANNEL 120.52 0 00:45 5.14 0.01 0.15 L448_SF CONDUIT 24.07 0 00:40 6.32 0.06 0.25 L450_P CONDUIT 16.52 0 00:40 7.94 1.71 0.63 L450_SF CHANNEL 7.61 0 00:40 1.26 0.02 0.18 L451_SF CHANNEL 105.40 0 00:44 8.92 0.04 0.27 L453_P CONDUIT 3.73 0 00:40 7.32 0.23 0.66 L456_P CONDUIT 103.12 0 00:44 13.42 0.58 0.74 L456_SF CHANNEL 1.15 0 00:44 2.17 0.00 0.07 L456-TypeR-SF CONDUIT 9.22 0 00:40 1.63 0.01 0.54 L457_P CONDUIT 5.00 0 00:32 8.12 0.34 1.00 L457_SF CONDUIT 84.11 0 00:44 3.52 0.12 0.35 L458_SF CONDUIT 90.89 0 00:40 3.25 0.11 0.39 L460_SF CONDUIT 91.05 0 00:40 15.55 0.90 0.59 L464_SF CONDUIT 40.85 0 00:40 7.34 0.63 0.90 L470_P CONDUIT 38.91 0 00:40 15.79 0.78 0.74 L482_P CONDUIT 2.00 0 00:31 1.15 0.05 1.00 L482_SF CHANNEL 43.19 0 00:40 3.40 0.01 0.20 L500_SF CONDUIT 58.03 0 00:40 4.60 0.16 0.43 L508_SF CHANNEL 68.86 0 00:42 5.46 0.01 0.16 L510_SF CHANNEL 72.80 0 00:40 6.95 0.28 0.66 L516_SF CHANNEL 40.20 0 00:40 5.09 0.02 0.20 L516_SF2 CHANNEL 65.18 0 00:40 4.57 0.03 0.28 L520_P CONDUIT 15.31 0 00:35 8.69 2.34 1.00 L520_SF CHANNEL 109.35 0 00:40 4.59 0.21 0.53 L525_P CONDUIT 2.00 0 00:16 7.27 0.04 0.57 Existing 100 Year SWMM Model L525_SF CHANNEL 46.27 0 00:40 4.96 0.01 0.16 L540_SF CHANNEL 29.50 0 00:40 4.70 0.00 0.13 L600_SF CHANNEL 290.47 0 00:43 >50.00 0.02 0.22 L620_SF CHANNEL 22.09 0 00:43 >50.00 0.00 0.04 L626_SF CHANNEL 167.97 0 00:40 8.00 0.03 0.18 L630_SF CHANNEL 57.39 0 00:40 3.83 0.01 0.15 L640_SF CHANNEL 128.71 0 00:59 5.07 0.05 0.31 L648_SF CHANNEL 120.02 0 00:59 5.46 0.04 0.30 L651_SF CHANNEL 186.99 0 00:59 4.80 0.08 0.39 L670_P CONDUIT 14.07 0 00:51 9.62 0.39 0.61 L670_SF CHANNEL 87.20 0 00:59 7.07 0.16 0.52 L676_P CONDUIT 11.70 0 00:52 7.81 1.33 0.79 L700A_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.33 L700B_P CONDUIT 8.30 0 00:36 5.08 1.25 0.98 L700B_SF CHANNEL 3.05 0 00:41 2.12 0.08 0.48 L710_SF CHANNEL 176.78 0 00:52 1.95 0.02 0.18 L730_SF CHANNEL 132.20 0 00:42 1.18 0.04 0.32 L736_SF CHANNEL 125.22 0 00:40 11.27 0.64 0.47 L740_P CONDUIT 32.74 0 00:31 10.39 1.16 1.00 L740_SF CHANNEL 86.72 0 00:40 4.44 0.10 0.38 L760_SF CHANNEL 7.81 0 00:40 5.30 0.01 0.19 L770_P CONDUIT 46.28 0 00:45 14.73 1.07 1.00 L770_SF CHANNEL 21.07 0 00:40 2.10 0.01 0.19 L770A_P CONDUIT 5.85 0 00:40 3.43 0.65 1.00 L780_SF CHANNEL 3.25 0 00:42 2.11 0.01 0.19 L782_P CONDUIT 33.07 0 00:56 11.12 0.95 1.00 L790_P CONDUIT 30.35 0 00:34 14.54 0.46 1.00 L790_SF CHANNEL 27.54 0 00:42 2.29 0.15 0.58 L804_SF CONDUIT 425.63 0 00:45 4.83 0.20 0.47 L805_SF CHANNEL 159.49 0 00:40 2.07 0.01 0.13 L810_SF CHANNEL 236.69 0 00:40 5.11 0.04 0.31 L828_SF CHANNEL 88.69 0 00:43 4.06 0.03 0.26 L830_SF CHANNEL 48.31 0 00:40 10.61 0.13 0.33 L840_SF CHANNEL 59.57 0 00:41 2.15 0.05 0.25 L870_SF CHANNEL 93.45 0 00:45 9.33 0.03 0.22 L873_P CONDUIT 5.93 0 00:54 7.86 1.10 0.59 L873_SF CHANNEL 10.14 0 00:54 3.62 0.00 0.12 L875_SF CHANNEL 78.43 0 00:44 6.44 0.03 0.19 L876_P CONDUIT 11.31 0 00:43 8.96 0.76 0.67 L880_SF CHANNEL 134.76 0 00:41 4.96 0.06 0.38 L884_SF CHANNEL 72.97 0 00:43 2.51 0.09 0.52 L886_SF CHANNEL 17.02 0 00:41 1.96 0.01 0.16 L900_SF CHANNEL 19.19 0 00:40 4.86 0.00 0.05 L900A_P CONDUIT 8.74 0 00:40 2.08 0.31 1.00 L900A_SF CONDUIT 0.00 0 00:00 0.00 0.00 0.13 L900B_P CONDUIT 5.10 0 00:36 5.20 0.15 1.00 L900B_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Existing 100 Year SWMM Model L908_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.06 L910C_P CONDUIT 11.20 0 00:36 6.56 1.18 1.00 L919_P CONDUIT 38.96 0 00:40 9.80 1.13 0.76 L919_P2 CONDUIT 37.43 0 00:42 3.89 0.69 1.00 L919_P3 CONDUIT 37.34 0 00:42 3.88 0.38 1.00 L919_SF1 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L919_SF2 CONDUIT 37.51 0 00:42 4.18 0.37 0.59 L920_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.13 L920A_P CONDUIT 34.60 0 00:40 7.63 0.41 0.47 L920B_P CONDUIT 4.40 0 00:39 3.62 0.64 0.72 L920C_P CONDUIT 24.70 0 00:38 5.62 0.96 0.84 L925_P1 CONDUIT 33.01 0 00:41 7.15 1.20 1.00 L925_P2 CONDUIT 33.00 0 00:46 6.72 0.80 1.00 L925_P3 CONDUIT 37.48 0 00:42 3.90 0.93 1.00 L925_P4 CONDUIT 46.54 0 00:45 5.57 0.57 1.00 L925_SF1 CHANNEL 6.41 0 00:46 2.02 0.02 0.27 L925_SF2 CHANNEL 1.80 0 00:40 2.62 0.00 0.14 L925_SF3 CHANNEL 0.00 0 00:00 0.00 0.00 0.05 L925B_P CONDUIT 50.02 0 00:45 5.10 0.36 1.00 L930_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.07 L931_SF CHANNEL 9.42 0 02:15 2.15 0.04 0.68 L932_P CONDUIT 9.58 0 00:41 9.84 1.01 1.00 L932_SF CHANNEL 4.60 0 02:16 3.82 0.00 0.09 L940_P CONDUIT 15.70 0 00:53 12.80 1.27 1.00 L940_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.50 L950_P CONDUIT 10.71 0 00:32 8.85 0.97 1.00 L950_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L963_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.05 L969_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L970_P CONDUIT 8.50 0 00:32 7.21 0.99 1.00 L970_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L366_SF3 CONDUIT 15.78 0 01:00 2.67 0.40 0.82 L919_SF3 CONDUIT 0.00 0 00:00 0.00 0.00 0.50 L925C_SF CONDUIT 0.00 0 00:00 0.00 0.00 0.50 L925D_SF CONDUIT 0.00 0 00:00 0.00 0.00 0.50 L384_P ORIFICE 2.38 0 00:50 1.00 L874_P ORIFICE 2.63 0 02:43 1.00 L874_P2 ORIFICE 5.50 0 00:53 0.33 P343-Orfice ORIFICE 14.78 0 00:43 1.00 P930-OrficeRow1 ORIFICE 2.79 0 01:34 1.00 P930-OrficeRow2 ORIFICE 2.18 0 01:34 1.00 L367_Orifice ORIFICE 0.17 0 01:51 1.00 P366-WQCVOrifice ORIFICE 0.16 0 01:03 1.00 P366-OUTLET ORIFICE 55.28 0 01:03 1.00 L382_SF WEIR 44.18 0 00:51 0.26 L383_SF1 WEIR 0.00 0 00:00 0.00 L383_SF2 WEIR 0.03 0 00:51 0.02 Existing 100 Year SWMM Model L384_SF WEIR 0.00 0 00:00 0.00 L874_P3 WEIR 4.21 0 00:53 0.10 L876_SF WEIR 67.02 0 00:44 0.37 P343-TypeDInlet WEIR 46.23 0 00:43 0.62 P343-Weir WEIR 3.59 0 00:43 0.07 P366-EOS WEIR 2.85 0 01:02 0.04 L385_P DUMMY 10.01 0 00:40 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- J452_P 1.00 0.00 0.49 0.00 0.49 0.02 0.00 0.00 0.97 0.00 L100_SF 1.00 0.14 0.00 0.00 0.81 0.06 0.00 0.00 0.59 0.00 L300_SF 1.00 0.00 0.00 0.00 0.46 0.54 0.00 0.00 0.06 0.00 L310_SF 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.00 0.00 L316_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.93 0.00 L320_SF 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 L324_P1 1.00 0.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 0.06 L324_P2 1.00 0.97 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.02 L324_SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L326_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 L340_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L346_SF 1.00 0.00 0.01 0.00 0.97 0.02 0.00 0.00 0.98 0.00 L350_SF 1.00 0.01 0.23 0.00 0.75 0.02 0.00 0.00 0.91 0.00 L360_SF 1.00 0.00 0.00 0.00 0.56 0.44 0.00 0.00 0.53 0.00 L361_SF 1.00 0.00 0.00 0.00 0.28 0.72 0.00 0.00 0.03 0.00 L362_P 1.00 0.00 0.00 0.00 0.33 0.67 0.00 0.00 0.91 0.00 L363_P 1.00 0.00 0.00 0.00 0.36 0.64 0.00 0.00 0.30 0.00 L363_SF 1.00 0.41 0.00 0.00 0.00 0.00 0.00 0.59 0.00 0.00 L363_SF2 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L363_SF3 1.00 0.41 0.58 0.00 0.01 0.00 0.00 0.00 0.00 0.00 L366_P 1.00 0.00 0.00 0.00 0.33 0.67 0.00 0.00 0.25 0.00 L366_SF 1.00 0.95 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 L366_SF2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L366_SF4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L367_SF 1.00 0.98 0.00 0.00 0.02 0.00 0.00 0.00 0.02 0.00 L373_SF 1.00 0.00 0.00 0.00 0.93 0.07 0.00 0.00 1.00 0.00 L374_P 1.00 0.00 0.00 0.00 0.38 0.62 0.00 0.00 0.21 0.00 L375_P 1.00 0.00 0.00 0.00 0.93 0.00 0.00 0.07 0.00 0.00 L375_SF 1.00 0.99 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Existing 100 Year SWMM Model L380_SF 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.93 0.00 L382_P 1.00 0.00 0.03 0.00 0.96 0.01 0.00 0.00 0.95 0.00 L383_P 1.00 0.00 0.58 0.00 0.42 0.00 0.00 0.00 0.96 0.00 L386_P 1.00 0.00 0.00 0.00 0.97 0.03 0.00 0.00 0.00 0.99 L386_SF 1.00 0.00 0.98 0.00 0.02 0.00 0.00 0.00 0.99 0.00 L386_SF2 1.00 0.01 0.96 0.00 0.01 0.02 0.00 0.00 0.96 0.00 L390_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 L400_SF 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.07 0.00 L401_SF 1.00 0.49 0.12 0.00 0.39 0.00 0.00 0.00 0.50 0.00 L410_P 1.00 0.00 0.70 0.00 0.30 0.01 0.00 0.00 0.00 1.00 L410_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L414_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 L444_SF 1.00 0.29 0.00 0.00 0.01 0.00 0.00 0.71 0.01 0.00 L448_SF 1.00 0.90 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 L450_P 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.00 0.08 L450_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L451_SF 1.00 0.00 0.00 0.00 0.97 0.02 0.00 0.00 0.60 0.00 L453_P 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.97 0.00 L456_P 1.00 0.00 0.00 0.00 0.63 0.37 0.00 0.00 0.00 0.06 L456_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L456-TypeR-SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.99 0.00 L457_P 1.00 0.00 0.02 0.00 0.98 0.01 0.00 0.00 0.99 0.00 L457_SF 1.00 0.54 0.00 0.00 0.00 0.00 0.00 0.46 0.00 0.00 L458_SF 1.00 0.06 0.07 0.00 0.86 0.00 0.00 0.00 0.34 0.00 L460_SF 1.00 0.00 0.00 0.00 0.95 0.05 0.00 0.00 0.06 0.00 L464_SF 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.00 0.00 L470_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L482_P 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.01 0.00 L482_SF 1.00 0.98 0.01 0.00 0.01 0.00 0.00 0.00 0.99 0.00 L500_SF 1.00 0.82 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 L508_SF 1.00 0.45 0.00 0.00 0.00 0.00 0.00 0.55 0.00 0.00 L510_SF 1.00 0.00 0.00 0.00 0.85 0.15 0.00 0.00 0.16 0.00 L516_SF 1.00 0.92 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 L516_SF2 1.00 0.00 0.92 0.00 0.07 0.01 0.00 0.00 1.00 0.00 L520_P 1.00 0.00 0.00 0.00 0.03 0.00 0.00 0.97 0.00 0.00 L520_SF 1.00 0.92 0.07 0.00 0.00 0.01 0.00 0.00 0.99 0.00 L525_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L525_SF 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L540_SF 1.00 0.73 0.00 0.00 0.00 0.01 0.00 0.26 0.01 0.00 L600_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 L620_SF 1.00 0.74 0.00 0.00 0.00 0.00 0.00 0.26 0.00 0.00 L626_SF 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.91 0.00 L630_SF 1.00 0.66 0.00 0.00 0.00 0.00 0.00 0.34 0.00 0.00 L640_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 L648_SF 1.00 0.00 0.00 0.00 0.09 0.91 0.00 0.00 0.05 0.00 L651_SF 1.00 0.00 0.00 0.00 0.65 0.35 0.00 0.00 0.09 0.00 L670_P 1.00 0.00 0.26 0.00 0.70 0.05 0.00 0.00 0.97 0.00 Existing 100 Year SWMM Model L670_SF 1.00 0.00 0.00 0.00 0.27 0.73 0.00 0.00 0.04 0.00 L676_P 1.00 0.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 0.00 L700A_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L700B_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L700B_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L710_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L730_SF 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.97 0.00 L736_SF 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.86 0.00 L740_P 1.00 0.00 0.75 0.00 0.24 0.01 0.00 0.00 0.98 0.00 L740_SF 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L760_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L770_P 1.00 0.00 0.00 0.00 0.89 0.10 0.00 0.00 0.10 0.00 L770_SF 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.99 0.00 L770A_P 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.04 0.00 L780_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L782_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L790_P 1.00 0.00 0.08 0.00 0.88 0.04 0.00 0.00 0.99 0.00 L790_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L804_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 L805_SF 1.00 0.00 0.49 0.00 0.51 0.00 0.00 0.00 1.00 0.00 L810_SF 1.00 0.00 0.00 0.00 0.27 0.73 0.00 0.00 0.00 0.00 L828_SF 1.00 0.62 0.00 0.00 0.00 0.00 0.00 0.38 0.00 0.00 L830_SF 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.24 0.00 L840_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.11 0.00 L870_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L873_P 1.00 0.00 0.00 0.00 0.79 0.21 0.00 0.00 0.00 0.08 L873_SF 1.00 0.00 0.01 0.00 0.91 0.08 0.00 0.00 1.00 0.00 L875_SF 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.99 0.00 L876_P 1.00 0.00 0.00 0.00 0.13 0.87 0.00 0.00 0.00 0.19 L880_SF 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.93 0.00 L884_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.10 0.00 L886_SF 1.00 0.00 0.06 0.00 0.94 0.00 0.00 0.00 1.00 0.00 L900_SF 1.00 0.04 0.63 0.00 0.31 0.02 0.00 0.00 0.38 0.00 L900A_P 1.00 0.00 0.03 0.00 0.97 0.00 0.00 0.00 0.31 0.00 L900A_SF 1.00 0.67 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L900B_P 1.00 0.00 0.00 0.00 0.07 0.00 0.00 0.93 0.05 0.00 L900B_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L908_SF 1.00 0.67 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L910C_P 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.00 0.00 L919_P 1.00 0.00 0.00 0.00 0.93 0.07 0.00 0.00 0.30 0.00 L919_P2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.46 0.00 L919_P3 1.00 0.00 0.01 0.00 0.61 0.00 0.00 0.38 0.14 0.00 L919_SF1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L919_SF2 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.01 0.00 L920_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L920A_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L920B_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Existing 100 Year SWMM Model L920C_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L925_P1 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L925_P2 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.00 0.00 L925_P3 1.00 0.00 0.26 0.00 0.74 0.00 0.00 0.00 0.37 0.00 L925_P4 1.00 0.00 0.10 0.00 0.90 0.00 0.00 0.00 0.45 0.00 L925_SF1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L925_SF2 1.00 0.99 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 L925_SF3 1.00 0.95 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L925B_P 1.00 0.00 0.45 0.00 0.55 0.00 0.00 0.00 0.48 0.00 L930_SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L931_SF 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.98 0.01 0.00 L932_P 1.00 0.00 0.00 0.00 0.75 0.25 0.00 0.00 0.20 0.00 L932_SF 1.00 0.00 0.96 0.00 0.01 0.03 0.00 0.00 0.98 0.00 L940_P 1.00 0.00 0.00 0.00 0.95 0.05 0.00 0.00 0.93 0.00 L940_SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L950_P 1.00 0.00 0.03 0.00 0.96 0.01 0.00 0.00 0.57 0.00 L950_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L963_SF 1.00 0.97 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L969_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L970_P 1.00 0.00 0.00 0.00 0.98 0.01 0.00 0.00 0.77 0.00 L970_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L366_SF3 1.00 0.00 0.98 0.00 0.02 0.00 0.00 0.00 0.99 0.00 L919_SF3 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L925C_SF 1.00 0.10 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L925D_SF 1.00 0.45 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- L316_SF 0.01 0.01 0.22 0.01 0.01 L324_P1 0.01 1.73 0.01 1.40 0.01 L324_P2 0.01 1.01 0.01 0.56 0.01 L362_P 0.01 3.53 0.01 0.01 0.01 L363_P 3.32 3.32 3.46 0.01 2.46 L366_P 0.01 1.98 0.01 0.01 0.01 L366_SF4 0.01 0.95 0.01 0.01 0.01 L367_SF 0.01 0.01 1.48 0.01 0.01 L374_P 0.01 3.02 0.01 0.01 0.01 L375_P 3.02 3.04 3.02 2.99 3.02 L382_P 3.85 3.85 4.11 0.40 2.07 Existing 100 Year SWMM Model L383_P 3.47 3.47 4.11 0.01 0.01 L386_P 0.35 3.48 0.35 0.35 0.35 L386_SF 0.01 0.01 1.23 0.01 0.01 L410_P 0.01 0.45 0.01 0.01 0.01 L450_P 0.01 0.34 0.01 0.29 0.01 L453_P 0.01 0.01 0.36 0.01 0.01 L456_P 0.01 0.33 0.01 0.01 0.01 L456-TypeR-SF 0.01 0.01 107.43 0.01 0.01 L457_P 0.38 0.38 2.24 0.01 0.10 L482_P 1.46 1.46 1.72 0.01 1.42 L520_P 2.85 3.14 2.95 1.24 1.20 L525_P 0.01 2.20 0.01 0.01 0.01 L676_P 0.01 4.11 0.01 3.90 0.01 L700B_P 0.01 0.22 0.01 0.21 0.01 L740_P 0.60 1.12 0.60 0.74 0.60 L770_P 0.52 0.52 0.98 0.36 0.42 L770A_P 1.23 1.23 1.70 0.01 0.01 L782_P 0.48 0.48 0.52 0.01 0.03 L790_P 0.47 0.47 0.48 0.01 0.47 L873_P 0.01 3.12 0.01 0.23 0.01 L876_P 0.01 2.37 0.01 0.01 0.01 L900A_P 1.12 1.12 1.80 0.01 0.01 L900B_P 1.59 1.59 2.29 0.01 0.01 L910C_P 0.83 0.98 0.91 0.21 0.20 L919_P 0.01 0.12 0.01 0.06 0.01 L919_P2 1.90 1.90 1.93 0.01 0.26 L919_P3 1.93 1.93 2.21 0.01 0.01 L920C_P 0.01 0.27 0.01 0.01 0.01 L925_P1 0.09 0.29 0.09 0.27 0.09 L925_P2 1.02 1.03 1.56 0.01 0.27 L925_P3 1.42 1.42 1.68 0.01 0.26 L925_P4 1.68 1.68 1.94 0.01 0.05 L925B_P 2.32 2.32 7.46 0.01 0.01 L931_SF 0.01 0.01 1.33 0.01 0.01 L932_P 0.01 6.91 0.01 0.02 0.01 L940_P 6.15 6.27 6.91 3.50 3.91 L950_P 3.36 3.36 6.27 0.01 0.01 L970_P 2.83 2.83 3.36 0.01 0.56 L366_SF3 0.01 0.01 107.32 0.01 0.01 Analysis begun on: Mon Oct 31 16:29:24 2022 Analysis ended on: Mon Oct 31 16:30:20 2022 Total elapsed time: 00:00:56 100 Year SWMM Results EPA STORM WATER MANAGEMENT MODEL - VERSION 5.2 (Build 5.2.1) ------------------------------------------------------------ INP file created on 11/8/2017 8:20:35 AM by trosburg with inpPINS version 0.0.3.0 INP file updated on 3/25/2022 by eschneider with Wilson & Co. version 5.1.015 Proposed Model in the area of College and Trilby. Included storm system for Improvements to College and Trilby Intersection project. ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 110 Number of nodes ........... 158 Number of links ........... 205 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ RainGage 100-YR INTENSITY 5 min. ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ------------------------------------------------------------------------------------- ---------------------- A1 1.41 154.96 13.30 3.0000 RainGage 1a A10 0.18 69.57 63.21 1.2800 RainGage 10a A2 1.78 182.56 52.10 1.1500 RainGage 2a A3 0.31 86.80 70.10 0.6700 RainGage 3a A4 1.63 153.66 49.10 2.3900 RainGage 4a A5 0.42 45.52 59.30 2.7300 RainGage 5a A6 0.75 87.58 69.40 1.8500 RainGage 6a A7 0.44 53.80 71.92 2.0000 RainGage 7a A8 1.23 135.89 64.48 1.9200 RainGage 8a 100 Year SWMM Results A9 0.21 46.93 71.41 1.9300 RainGage 9a B1 0.63 145.00 77.50 2.8300 RainGage 1b B100 1.88 273.00 45.00 3.6000 RainGage J100 B110 8.65 1256.00 45.00 4.0000 RainGage J100 B2 0.74 87.22 13.10 1.2100 RainGage 3.2 B300 1.20 522.00 5.00 4.4000 RainGage J300 B310 20.25 2940.00 45.00 8.6000 RainGage J316 B320 11.31 1642.00 40.00 4.2000 RainGage J320 B330 39.65 5757.00 40.00 5.3000 RainGage J330 B340 31.27 4540.00 35.00 5.2000 RainGage J346 B350 21.96 3188.00 45.00 5.2000 RainGage J350 B360 2.34 681.00 5.00 3.4000 RainGage J360 B370 30.18 2629.00 5.00 4.9000 RainGage J360 B380 4.90 1524.00 5.00 7.8000 RainGage J360 B390 10.32 2247.00 5.00 2.2000 RainGage J390 B400 22.57 2458.00 20.00 5.5000 RainGage J390 B410 8.18 1188.00 45.00 3.9000 RainGage J410 B420 5.85 850.00 20.00 3.4000 RainGage P324 B430 6.23 905.00 45.00 3.4000 RainGage P324 B440 9.56 1388.00 45.00 3.4000 RainGage P324 B445 0.52 75.00 45.00 3.4000 RainGage J452-TypeR B450 3.20 464.00 45.00 6.3000 RainGage J450 B455 2.45 356.00 45.00 6.3000 RainGage J508 B460 2.55 371.00 30.00 4.1000 RainGage J456 100 Year SWMM Results B465 2.30 334.00 30.00 4.1000 RainGage J456-TypeR B470 3.93 1008.00 90.00 4.1000 RainGage J470 B480 4.53 1162.00 90.00 4.4000 RainGage P343 B490 2.12 838.00 90.00 6.0000 RainGage P343 B500 1.92 838.00 90.00 2.3000 RainGage J500 B510 0.92 443.00 90.00 2.3000 RainGage J510 B520 8.43 1836.00 75.00 6.6000 RainGage J520 B530 1.95 565.00 75.00 6.6000 RainGage J525 B540 3.05 885.00 75.00 6.6000 RainGage J540 B600 12.46 1357.00 10.00 1.6000 RainGage J600 B610 8.39 2438.00 60.00 3.6000 RainGage J600 B620 5.29 768.00 20.00 4.9000 RainGage J620 B630 8.65 1256.00 40.00 3.6000 RainGage J630 B640 6.92 2008.00 90.00 1.3000 RainGage J640 B650 9.58 696.00 10.00 2.4000 RainGage J650 B660 1.75 255.00 45.00 4.4000 RainGage P385 B670 0.82 118.00 45.00 3.3000 RainGage P384 B680 2.02 293.00 45.00 3.0000 RainGage P383 B690 20.00 1089.00 60.00 4.2000 RainGage P382 B700 42.95 3118.00 5.00 3.5000 RainGage P386 B710 12.50 2177.00 50.00 2.5000 RainGage J710 B720 26.49 1923.00 10.00 3.0000 RainGage J710 B730 4.19 731.00 45.00 4.7000 RainGage J730 100 Year SWMM Results B740 1.75 761.00 60.00 4.2000 RainGage J740 B750 5.39 939.00 45.00 4.2000 RainGage J740 B760 1.20 524.00 20.00 3.4000 RainGage J760 B770 2.97 1030.00 50.00 2.0000 RainGage J770 B770A 0.36 100.00 100.00 1.2000 RainGage J770A B770B 1.52 220.00 89.00 0.6000 RainGage J770B B780 2.27 652.00 40.00 3.4000 RainGage J770 B790 14.69 1422.00 24.50 5.4000 RainGage P790 B800 25.72 2801.00 20.00 4.0000 RainGage J804 B805 38.42 4184.00 20.00 4.0000 RainGage P400 B810 22.95 3333.00 55.00 5.3000 RainGage J810 B830 7.64 298.00 45.00 1.5100 RainGage J830 B840 13.14 406.20 45.00 1.6300 RainGage J840 B850 16.94 1757.00 10.00 4.1000 RainGage P375 B870 2.69 586.00 30.00 4.1000 RainGage J870 B874 5.38 1172.00 50.00 4.1000 RainGage P874 B876 17.03 1766.00 60.00 4.1000 RainGage P876 B880 15.67 1706.00 55.00 3.7000 RainGage J880 B900 2.17 607.00 60.00 4.2000 RainGage J900 B900A 0.48 210.00 95.00 1.0000 RainGage J900A B900B 0.56 485.00 100.00 1.5000 RainGage J900B B910A 3.06 250.00 74.00 2.0000 RainGage P367 B910C 1.34 700.00 90.00 2.3000 RainGage J910C 100 Year SWMM Results B910D 0.46 125.00 100.00 1.5000 RainGage J910D B920A 3.82 1265.00 20.00 3.0000 RainGage J920A B920B 0.99 20.00 63.00 1.5000 RainGage J920B B920C 1.71 175.00 66.00 2.5000 RainGage J920C B930 5.26 769.00 40.00 3.0000 RainGage P930 B940 15.47 1497.00 45.00 3.0000 RainGage P940 B950 2.56 744.00 45.00 3.0000 RainGage P950 B970 8.66 1887.00 45.00 3.0000 RainGage P970 C1 4.43 184.58 43.50 1.0400 RainGage 1c C2 1.09 48.66 56.60 1.1200 RainGage 2c C3 1.81 91.03 80.10 0.9700 RainGage 3c C4 2.74 180.63 53.70 1.6000 RainGage 4C C5 1.33 78.00 64.20 1.4300 RainGage 5C D1 0.29 62.59 82.50 3.7300 RainGage d.1 D2 0.50 106.33 67.20 3.6900 RainGage d.2 E1 1.32 283.01 90.20 3.6100 RainGage P366 E2 0.75 104.77 75.98 1.8200 RainGage P366 E3 0.78 196.97 6.70 2.0000 RainGage P366 F1 0.48 146.19 56.30 3.1300 RainGage 1f G1 1.01 79.09 80.40 1.6800 RainGage 1g G2 0.62 80.59 81.80 2.8100 RainGage 2g G3 1.06 156.91 52.21 2.8800 RainGage 4g G4 0.77 78.02 83.47 2.3800 RainGage 4g G5 1.23 129.81 31.40 2.4100 RainGage 5g H1 5.92 593.31 6.40 0.5700 RainGage P363 OF1 0.22 39.63 12.70 0.5000 RainGage J840 OF2 0.58 23.15 21.80 0.6500 RainGage J828 OS1 0.84 72.10 87.40 2.2100 RainGage J910B OS2 1.94 87.98 44.20 3.4300 RainGage J931 100 Year SWMM Results OS3 0.30 33.81 85.70 4.1200 RainGage J920A OS4 1.70 82.26 76.00 2.1200 RainGage J362.1 ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- J100 JUNCTION 4958.21 8.10 0.0 J300 JUNCTION 4884.52 7.11 0.0 J310 JUNCTION 4892.15 7.11 0.0 J316 JUNCTION 4892.97 10.21 0.0 J320 JUNCTION 4895.86 10.21 0.0 J330 JUNCTION 4903.55 11.70 0.0 J340 JUNCTION 4909.73 2.36 0.0 J346 JUNCTION 4919.27 2.05 0.0 J350 JUNCTION 4921.02 2.05 0.0 J360 JUNCTION 4923.34 15.89 0.0 J361 JUNCTION 4981.27 6.68 0.0 J362 JUNCTION 4996.87 10.63 0.0 J373 JUNCTION 4994.19 5.68 0.0 J374 JUNCTION 4996.31 10.00 0.0 J380 JUNCTION 4930.89 15.89 0.0 J386 JUNCTION 4974.00 3.11 0.0 J390 JUNCTION 4932.31 5.78 0.0 J400 JUNCTION 4936.03 6.00 0.0 J410 JUNCTION 4942.25 6.00 0.0 J414 JUNCTION 4938.69 4.57 0.0 J444 JUNCTION 4961.14 8.11 0.0 J448 JUNCTION 4967.22 4.50 0.0 J450 JUNCTION 4967.33 4.12 0.0 J451 JUNCTION 4966.80 6.90 0.0 J452 JUNCTION 4968.20 5.50 0.0 J452-TypeR JUNCTION 4976.47 1.00 0.0 J456 JUNCTION 4969.60 9.29 0.0 J456-TypeR JUNCTION 4972.89 10.00 0.0 J457 JUNCTION 4977.50 4.00 0.0 J458 JUNCTION 4977.91 5.10 0.0 J462 JUNCTION 4978.04 4.97 0.0 J464 JUNCTION 4978.50 7.49 0.0 J470 JUNCTION 4998.51 2.00 0.0 J482 JUNCTION 4998.75 12.69 0.0 J500 JUNCTION 4990.20 13.22 0.0 100 Year SWMM Results J508 JUNCTION 4984.24 2.98 0.0 J510 JUNCTION 4991.56 1.64 0.0 J516 JUNCTION 5003.42 2.00 0.0 J520 JUNCTION 4998.77 12.52 0.0 J525 JUNCTION 5003.16 9.93 0.0 J540 JUNCTION 5019.43 4.08 0.0 J600 JUNCTION 4935.31 9.21 0.0 J620 JUNCTION 4961.35 4.95 0.0 J626 JUNCTION 4938.95 9.21 0.0 J630 JUNCTION 4945.91 5.80 0.0 J640 JUNCTION 4943.32 6.43 0.0 J650 JUNCTION 4956.86 5.56 0.0 J651 JUNCTION 4976.23 2.22 0.0 J652 JUNCTION 4970.00 2.00 0.0 J676 JUNCTION 4973.00 5.00 0.0 J710 JUNCTION 4983.28 4.71 0.0 J730 JUNCTION 4990.00 3.01 0.0 J736 JUNCTION 4990.27 5.95 0.0 J740 JUNCTION 4991.46 31.76 0.0 J760 JUNCTION 5022.48 1.08 0.0 J770 JUNCTION 5011.68 11.54 0.0 J770A JUNCTION 5024.48 7.58 100.0 J770B JUNCTION 5031.36 4.64 100.0 J782 JUNCTION 5018.70 8.36 0.0 J804 JUNCTION 4941.71 7.81 0.0 J805 JUNCTION 4948.27 7.81 0.0 J810 JUNCTION 4963.61 4.30 0.0 J828 JUNCTION 5061.66 5.00 0.0 J830 JUNCTION 5063.62 5.00 0.0 J840 JUNCTION 5062.91 3.50 0.0 J870 JUNCTION 5042.50 2.87 0.0 J872 JUNCTION 5045.67 2.87 0.0 J873 JUNCTION 5046.00 4.50 0.0 J875 JUNCTION 5050.36 2.67 0.0 J880 JUNCTION 4971.52 5.68 0.0 J884 JUNCTION 4968.93 6.68 0.0 J886 JUNCTION 4987.31 8.80 0.0 J900 JUNCTION 5013.03 8.80 0.0 J900A JUNCTION 5023.64 9.86 100.0 J900B JUNCTION 5023.40 8.48 100.0 J908 JUNCTION 5024.29 4.21 0.0 J909 JUNCTION 5026.50 4.87 0.0 J910 JUNCTION 5017.50 9.50 0.0 5g JUNCTION 5009.00 3.10 0.0 J910B JUNCTION 5032.00 11.34 100.0 J910C JUNCTION 5025.00 12.43 100.0 J910D JUNCTION 5020.62 10.83 100.0 100 Year SWMM Results J919_1 JUNCTION 5031.80 12.70 0.0 J920A JUNCTION 5040.00 23.96 100.0 J920B JUNCTION 5036.20 12.30 100.0 J920C JUNCTION 5031.31 11.57 100.0 J925A JUNCTION 5028.00 8.00 0.0 J925B JUNCTION 5023.80 11.40 0.0 J925C JUNCTION 5022.23 12.87 0.0 J925D JUNCTION 5021.66 8.74 0.0 J931 JUNCTION 5049.33 12.00 0.0 J932 JUNCTION 5062.71 8.52 0.0 J963 JUNCTION 5087.95 2.96 0.0 J969 JUNCTION 5090.64 2.96 0.0 J364 JUNCTION 5007.00 8.74 0.0 4C JUNCTION 5022.00 6.00 0.0 5C JUNCTION 5022.00 5.00 0.0 1.8 JUNCTION 5020.51 8.00 0.0 3a JUNCTION 5033.25 8.00 0.0 2a JUNCTION 5035.00 10.00 0.0 1.2 JUNCTION 5031.90 8.00 0.0 4a JUNCTION 5033.18 8.00 0.0 5a JUNCTION 5032.50 8.00 0.0 1.3 JUNCTION 5026.95 8.00 0.0 6a JUNCTION 5033.00 6.00 0.0 7a JUNCTION 5033.00 6.00 0.0 1.1 JUNCTION 5030.97 8.00 0.0 1a JUNCTION 5042.09 8.00 0.0 d.2 JUNCTION 5024.25 10.00 0.0 d.1 JUNCTION 5024.25 10.00 0.0 6.1 JUNCTION 5023.40 6.00 0.0 4g JUNCTION 5014.00 6.00 0.0 1g JUNCTION 5016.00 8.00 0.0 2g JUNCTION 5013.84 7.00 0.0 2.2 JUNCTION 5012.00 8.00 0.0 2.3 JUNCTION 5001.00 8.00 0.0 1f JUNCTION 5017.84 10.00 0.0 8a JUNCTION 5025.00 5.00 0.0 10a JUNCTION 5025.00 5.00 0.0 1c JUNCTION 5032.00 8.00 0.0 2c JUNCTION 5032.00 8.00 0.0 2.1 JUNCTION 5013.50 8.00 0.0 1.4 JUNCTION 5031.75 8.00 0.0 1.5 JUNCTION 5030.88 8.00 0.0 3.2 JUNCTION 5026.00 7.00 0.0 3.3 JUNCTION 5024.50 8.00 0.0 6.2 JUNCTION 5022.40 8.00 0.0 1.7 JUNCTION 5023.90 8.00 0.0 1b JUNCTION 5030.18 8.00 0.0 100 Year SWMM Results 1.6 JUNCTION 5027.89 8.00 0.0 3c JUNCTION 5028.33 5.00 0.0 5.1 JUNCTION 5024.00 9.00 0.0 7.1 JUNCTION 5045.00 10.40 0.0 J362.1 JUNCTION 4998.00 10.00 0.0 17 JUNCTION 5026.00 8.00 0.0 9a JUNCTION 5028.10 5.00 0.0 1.9 JUNCTION 5019.00 8.00 0.0 O099 OUTFALL 4947.88 8.10 0.0 O299 OUTFALL 4884.00 7.11 0.0 P324 STORAGE 4939.19 8.00 0.0 P343 STORAGE 4983.60 6.40 0.0 P363 STORAGE 4998.90 9.60 0.0 P366 STORAGE 5019.00 6.50 0.0 P367 STORAGE 5025.97 4.03 0.0 P375 STORAGE 4996.62 9.57 0.0 P382 STORAGE 4974.76 6.00 0.0 P383 STORAGE 4973.60 5.59 0.0 P384 STORAGE 4974.19 5.50 0.0 P385 STORAGE 4958.65 4.54 0.0 P386 STORAGE 4975.29 5.00 0.0 P400 STORAGE 4948.82 4.00 0.0 P874 STORAGE 5046.17 4.00 0.0 P876 STORAGE 5051.30 3.00 0.0 P930 STORAGE 5055.11 3.58 0.0 P940 STORAGE 5067.00 10.00 0.0 P950 STORAGE 5081.19 6.00 0.0 P970 STORAGE 5088.69 6.00 0.0 P790 STORAGE 5028.96 10.04 0.0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness ------------------------------------------------------------------------------------- -------- J452_P J452 J451 CONDUIT 38.8 3.6115 0.0150 L100_SF J100 O099 CONDUIT 659.9 1.5655 0.0200 L300_SF J300 O299 CONDUIT 17.7 2.9458 0.0350 L310_SF J310 J300 CONDUIT 507.3 1.5043 0.0350 100 Year SWMM Results L316_SF J316 J310 CONDUIT 342.7 0.2393 0.0350 L320_SF J320 J316 CONDUIT 361.3 0.8000 0.0350 L324_P1 P324 J414 CONDUIT 77.9 0.6416 0.0130 L324_P2 P324 J414 CONDUIT 77.9 0.6416 0.0130 L324_SF P324 J414 CONDUIT 93.6 7.5112 0.0130 L326_SF J330 J320 CONDUIT 678.0 1.1343 0.0350 L340_SF J340 J330 CONDUIT 505.1 0.4316 0.0130 L346_SF J346 J340 CONDUIT 498.9 1.9124 0.0130 L350_SF J350 J346 CONDUIT 260.8 0.6712 0.0130 L360_SF J360 J330 CONDUIT 2329.2 0.8497 0.0350 L361_SF J361 J884 CONDUIT 324.2 3.8086 0.0350 L362_P J362 J361 CONDUIT 406.7 3.8386 0.0130 L363_P J362.1 J362 CONDUIT 53.0 2.3214 0.0130 L363_SF J364 P375 CONDUIT 362.2 0.3810 0.0130 L363_SF2 J364 J362 CONDUIT 119.1 2.1078 0.0130 L363_SF3 P363 J364 CONDUIT 48.0 0.8342 0.0130 L366_SF J909 P363 CONDUIT 270.2 6.7516 0.0130 L366_SF2 J909 J908 CONDUIT 80.0 3.6274 0.0130 L366_SF4 5g P363 CONDUIT 358.0 0.0056 0.0440 L367_SF P367 P366 CONDUIT 15.0 47.5375 0.0350 L373_SF J373 J880 CONDUIT 814.5 2.7845 0.0200 L374_P J374 J373 CONDUIT 99.9 2.3931 0.0130 L375_P P375 J374 CONDUIT 16.5 0.2424 0.0130 100 Year SWMM Results L375_SF J520 P375 CONDUIT 380.0 0.1500 0.0130 L380_SF J380 J360 CONDUIT 901.9 0.8372 0.0400 L382_P P382 J676 CONDUIT 200.6 0.8775 0.0130 L383_P P383 J676 CONDUIT 50.0 1.2001 0.0130 L386_P P386 J386 CONDUIT 50.0 2.5809 0.0130 L386_SF P386 J386 CONDUIT 84.9 3.8531 0.0400 L386_SF2 P386 J651 CONDUIT 49.8 1.3056 0.0400 L390_SF J390 J380 CONDUIT 238.3 0.5959 0.0400 L400_SF J400 J390 CONDUIT 350.1 1.0626 0.0350 L401_SF P400 J805 CONDUIT 53.1 5.7155 0.0400 L410_P J410 J400 CONDUIT 268.9 2.3138 0.0130 L410_SF J410 J400 CONDUIT 232.0 2.6820 0.0130 L414_SF J414 J400 CONDUIT 351.0 0.7579 0.0350 L444_SF J444 P324 CONDUIT 823.4 2.1805 0.0350 L448_SF J448 J444 CONDUIT 73.2 7.3666 0.0320 L450_P J450 J448 CONDUIT 60.6 0.1815 0.0130 L450_SF J450 J448 CONDUIT 71.6 0.1537 0.0130 L451_SF J451 J444 CONDUIT 185.4 3.0536 0.0350 L453_P J452-TypeR J452 CONDUIT 68.6 12.1440 0.0100 L456_P J456 J452 CONDUIT 45.0 3.1126 0.0130 L456_SF J456 J448 CONDUIT 270.0 1.9559 0.0130 L456-TypeR-SF J456-TypeR J456 CONDUIT 30.0 25.0509 0.0100 L457_P J456-TypeR J456 CONDUIT 33.8 9.7919 0.0100 100 Year SWMM Results L457_SF J457 J456 CONDUIT 355.2 0.7349 0.0400 L458_SF J458 J457 CONDUIT 60.0 0.6833 0.0350 L460_SF J462 J458 CONDUIT 13.0 1.0001 0.0130 L464_SF J464 J462 CONDUIT 38.0 0.9487 0.0130 L470_P J470 J464 CONDUIT 320.0 4.9028 0.0130 L482_P J482 P343 CONDUIT 490.0 2.9177 0.0130 L482_SF J482 J520 CONDUIT 380.0 0.6816 0.0130 L500_SF J500 P343 CONDUIT 50.0 1.2361 0.0400 L508_SF J508 P324 CONDUIT 1127.3 3.2885 0.0130 L510_SF J510 J508 CONDUIT 210.0 3.4877 0.0130 L516_SF J516 J500 CONDUIT 410.5 1.7597 0.0130 L516_SF2 J516 J510 CONDUIT 422.9 2.8053 0.0130 L520_P J520 J374 CONDUIT 367.3 0.2287 0.0100 L520_SF J520 J516 CONDUIT 133.0 1.4137 0.0130 L525_P J525 J464 CONDUIT 536.1 4.0849 0.0130 L525_SF J525 J482 CONDUIT 147.2 1.1212 0.0130 L540_SF J540 J525 CONDUIT 540.0 1.9300 0.0130 L600_SF J600 J360 CONDUIT 980.0 1.2215 0.0350 L620_SF J620 J600 CONDUIT 1101.0 2.0931 0.0130 L626_SF J626 J600 CONDUIT 353.4 1.0301 0.0350 L630_SF J630 J626 CONDUIT 227.0 1.7450 0.0350 L640_SF J640 J626 CONDUIT 294.6 1.4836 0.0350 L648_SF J650 J640 CONDUIT 612.4 2.2117 0.0350 100 Year SWMM Results L651_SF J651 J100 CONDUIT 769.2 2.3434 0.0130 L670_P J652 J650 CONDUIT 526.0 2.4989 0.0130 L670_SF J386 J650 CONDUIT 529.7 3.2374 0.0350 L676_P J676 J652 CONDUIT 427.0 0.7026 0.0130 L700A_SF J770A J770 CONDUIT 414.0 2.4234 0.0160 L700B_P J770B J925A CONDUIT 89.4 0.4027 0.0130 L700B_SF J770B J770A CONDUIT 400.0 1.0001 0.0160 L710_SF J710 P386 CONDUIT 661.7 0.4519 0.0350 L730_SF J730 J710 CONDUIT 861.1 0.7804 0.0350 L736_SF J736 J730 CONDUIT 132.1 0.2043 0.0350 L740_P J740 J736 CONDUIT 74.2 1.6040 0.0130 L740_SF J740 J736 CONDUIT 77.2 1.2307 0.0130 L760_SF J760 J736 CONDUIT 830.3 3.3513 0.0130 L770_P J770 J740 CONDUIT 554.0 3.6525 0.0130 L770_SF J770 J740 CONDUIT 559.4 4.5364 0.0130 L770A_P J770A J900A CONDUIT 112.9 0.7440 0.0130 L780_SF J782 J770 CONDUIT 297.6 1.6066 0.0130 L782_P J782 J770 CONDUIT 289.1 2.3593 0.0130 L790_P P790 J782 CONDUIT 118.6 8.6813 0.0130 L790_SF P790 J920C CONDUIT 445.0 0.3146 0.0160 L804_SF J804 J380 CONDUIT 711.9 1.5200 0.0350 L805_SF J805 J804 CONDUIT 591.5 1.1091 0.0400 L810_SF J810 J804 CONDUIT 1229.4 1.7817 0.0350 100 Year SWMM Results L828_SF_overflow J828 7.1 CONDUIT 795.9 0.9122 0.0130 L830_SF J830 J828 CONDUIT 111.4 1.7592 0.0130 L840_SF_Overflow J840 J828 CONDUIT 575.2 0.4781 0.0130 L870_SF J870 P375 CONDUIT 940.0 3.9264 0.0130 L873_P J873 J872 CONDUIT 47.2 0.6993 0.0130 L873_SF J872 J870 CONDUIT 69.2 4.5837 0.0130 L875_SF J875 J870 CONDUIT 299.1 2.6286 0.0130 L876_P P876 J875 CONDUIT 47.3 1.9894 0.0130 L880_SF J880 J390 CONDUIT 1718.7 2.2820 0.0350 L884_SF J884 J810 CONDUIT 217.5 2.4469 0.0500 L886_SF J886 J884 CONDUIT 582.1 3.1592 0.0350 L900_SF J900 J886 CONDUIT 534.0 4.8218 0.0350 L900A_P J900A J925C CONDUIT 302.4 0.4663 0.0130 L900A_SF J900A J900 CONDUIT 504.0 3.6671 0.0300 L900B_P J900B J910D CONDUIT 95.7 2.3204 0.0130 L900B_SF J900B J908 CONDUIT 75.0 3.4955 0.0160 L908_SF J908 J900 CONDUIT 337.3 3.3399 0.0130 L910C_P J910C J925D CONDUIT 12.2 0.8197 0.0130 L919_P J919_1 J910B CONDUIT 104.0 -0.1923 0.0130 L919_SF1 J920A J920B CONDUIT 370.0 2.0274 0.0160 L920_SF J920B J920C CONDUIT 280.0 1.9111 0.0160 L920A_P J920A J919_1 CONDUIT 370.0 1.0838 0.0130 L920B_P J920B J919_1 CONDUIT 49.4 0.4251 0.0130 100 Year SWMM Results L920C_P J920C J925A CONDUIT 78.3 0.3959 0.0130 L925_P1 J925A J925B CONDUIT 66.9 0.4484 0.0130 L925_P2 J925B J925C CONDUIT 78.3 1.0218 0.0130 L925_P3 J925C J925D CONDUIT 356.8 0.1598 0.0130 L925_P4 J925D J910D CONDUIT 159.9 0.6504 0.0130 L925_SF1 J920C J910C CONDUIT 485.0 1.2372 0.0160 L925_SF2 J910C J910D CONDUIT 148.0 1.9869 0.0160 L925_SF3 J910D J909 CONDUIT 75.0 0.8000 0.0160 L925B_P J910D P366 CONDUIT 56.0 2.8941 0.0130 L930_SF P930 J931 CONDUIT 161.5 5.4933 0.0400 L932_P J932 J920A CONDUIT 1044.9 2.1738 0.0130 L932_SF J932 J931 CONDUIT 511.9 3.7884 0.0130 L940_P P940 J932 CONDUIT 118.0 3.6392 0.0130 L940_SF P940 J932 CONDUIT 80.0 16.1958 0.0400 L950_P P950 P940 CONDUIT 488.0 2.9090 0.0130 L950_SF P950 J963 CONDUIT 200.0 0.1200 0.0300 L963_SF J963 J932 CONDUIT 579.9 3.3197 0.0130 L969_SF J969 J963 CONDUIT 666.7 0.4035 0.0130 L970_P P970 P950 CONDUIT 425.0 1.7650 0.0130 L970_SF P970 J969 CONDUIT 40.0 6.9165 0.0400 L366_overflow_channel J910 5g CONDUIT 440.0 1.9322 0.0440 L925C_SF J925C J925D CONDUIT 356.8 3.4887 0.0160 L925D_SF J925D J910D CONDUIT 159.9 5.8134 0.0160 100 Year SWMM Results 1 1.2 1.3 CONDUIT 56.0 8.8772 0.0130 2 4a 1.2 CONDUIT 15.0 8.5646 0.0130 3 5a 1.2 CONDUIT 16.5 3.6388 0.0130 4 3a 5a CONDUIT 79.9 0.9389 0.0130 5 2a 4a CONDUIT 78.5 2.3191 0.0130 6 6a 1.1 CONDUIT 27.5 7.4020 0.0130 7 7a 1.1 CONDUIT 27.5 7.4020 0.0130 8 1.1 1.3 CONDUIT 52.4 7.6885 0.0130 14 5C 1.8 CONDUIT 27.5 5.4262 0.0130 15 4C 1.8 CONDUIT 27.5 5.4262 0.0130 16 2c 1.4 CONDUIT 16.5 1.5135 0.0130 17 1c 1.4 CONDUIT 16.5 1.5135 0.0130 18 1.4 1.5 CONDUIT 60.0 1.4497 0.0130 21 2g 2.1 CONDUIT 51.2 0.6642 0.0130 22 4g 2.1 CONDUIT 84.0 0.5952 0.0130 23 1g 2.2 CONDUIT 24.8 16.3701 0.0130 24 2.1 2.2 CONDUIT 16.8 8.9913 0.0130 25 2.2 2.3 CONDUIT 222.3 4.9552 0.0130 26 2.3 P363 CONDUIT 230.0 0.9131 0.0100 27 1f P363 CONDUIT 425.0 4.4609 0.0100 29 J910B 3.2 CONDUIT 316.7 1.8948 0.0130 30 3.2 3.3 CONDUIT 111.0 1.3516 0.0130 32 d.2 6.1 CONDUIT 20.5 4.1499 0.0130 100 Year SWMM Results 33 d.1 6.1 CONDUIT 9.1 9.4130 0.0130 35 6.1 6.2 CONDUIT 43.7 2.2874 0.0130 37 10a 1.7 CONDUIT 27.5 4.0032 0.0130 38 8a 1.7 CONDUIT 27.5 4.0032 0.0130 40 1a 4a CONDUIT 400.0 2.2281 0.0100 41 1b 3.2 CONDUIT 73.6 5.6885 0.0130 42 1.5 1.6 CONDUIT 230.2 1.2993 0.0130 44 3c 1.6 CONDUIT 54.0 0.8148 0.0130 46 3.3 5.1 CONDUIT 53.6 0.9332 0.0130 47 5.1 6.1 CONDUIT 103.7 0.5789 0.0130 48 6.2 P366 CONDUIT 125.0 2.7210 0.0130 49 7.1 1f CONDUIT 566.0 4.8041 0.0130 50 J931 J910B CONDUIT 542.0 2.2275 0.0160 52 1.3 17 CONDUIT 209.5 0.4535 0.0130 53 17 1.7 CONDUIT 227.0 0.9251 0.0130 54 9a 17 CONDUIT 27.0 7.8014 0.0130 L840_SF J840 J828 CONDUIT 575.2 0.2173 0.0130 55 1.7 1.8 CONDUIT 243.0 1.3952 0.0130 56 1.6 1.9 CONDUIT 341.9 2.6014 0.0100 57 1.9 1.8 CONDUIT 62.5 -2.4167 0.0130 58 1.9 1g CONDUIT 140.0 2.1433 0.0130 L384_P P384 J652 ORIFICE L874_P P874 J873 ORIFICE L874_P2 P874 J873 ORIFICE P343-Orfice P343 J462 ORIFICE P930-OrficeRow1 P930 J931 ORIFICE 100 Year SWMM Results P930-OrficeRow2 P930 J931 ORIFICE L367_Orifice P367 6.2 ORIFICE L382_SF P382 P386 WEIR L383_SF1 P383 P384 WEIR L383_SF2 P383 P382 WEIR L384_SF P384 P386 WEIR L874_P3 P874 J872 WEIR L876_SF P876 J875 WEIR P343-TypeDInlet P343 J462 WEIR P343-Weir P343 J458 WEIR Weir_P366 P366 J910 WEIR L385_P P385 J650 OUTLET P366_WQCVOrifice_and_outlet_pipe P366 J910 OUTLET P363Outlet P363 J362.1 OUTLET ********************* Cross Section Summary ********************* Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow ------------------------------------------------------------------------------------- -- J452_P RECT_CLOSED 3.00 21.00 1.05 7.00 1 408.43 L100_SF L100_SF 8.10 478.87 5.45 78.00 1 13789.81 L300_SF L310_SF 7.11 241.24 3.85 150.00 1 4320.95 L310_SF L310_SF 7.11 241.24 3.85 150.00 1 3087.75 L316_SF L316_SF 4.19 610.50 3.56 192.00 1 2954.02 L320_SF L320_SF 10.21 507.24 4.01 138.00 1 4858.45 L324_P1 CIRCULAR 2.50 4.91 0.62 2.50 1 32.86 L324_P2 CIRCULAR 3.00 7.07 0.75 3.00 1 53.43 L324_SF L324_SF 1.00 100.00 0.50 200.00 1 1968.17 L326_SF L326_SF 6.67 399.86 3.59 111.00 1 4241.75 L340_SF L340_SF 2.36 266.56 0.89 159.00 1 1855.42 100 Year SWMM Results L346_SF L346_SF 1.59 74.66 0.62 84.00 1 860.55 L350_SF L350_SF 2.05 102.64 1.66 54.10 1 1346.35 L360_SF L360_SF 11.70 3612.25 9.06 438.00 1 61425.02 L361_SF L361_SF 6.68 473.38 4.62 93.00 1 10876.09 L362_P CIRCULAR 2.50 4.91 0.62 2.50 1 80.36 L363_P CIRCULAR 4.00 12.57 1.00 4.00 1 218.86 L363_SF L363_SF 8.74 496.03 6.18 90.00 1 11785.56 L363_SF2 L363_SF2 1.78 191.07 1.05 180.00 1 3269.23 L363_SF3 L363_SF3 2.30 339.89 1.21 269.13 1 4040.32 L366_SF L366_SF 4.87 174.79 3.46 48.10 1 11876.01 L366_SF2 L366_SF2 2.27 142.75 1.06 132.00 1 3228.23 L366_SF4 DUMMY 0.00 0.00 0.00 0.00 1 0.00 L367_SF L367_SF 1.66 55.63 1.14 51.00 1 1778.24 L373_SF L373_SF 5.68 112.50 2.77 36.00 1 2751.81 L374_P CIRCULAR 2.50 4.91 0.62 2.50 1 63.45 L375_P CIRCULAR 2.50 4.91 0.62 2.50 1 20.20 L375_SF L375_SF 2.83 176.01 1.54 114.00 1 1037.10 L380_SF L380_SF 15.89 8373.01 12.31 699.00 1 151736.57 L382_P CIRCULAR 1.50 1.77 0.38 1.50 1 9.84 L383_P CIRCULAR 1.50 1.77 0.38 1.50 1 11.51 L386_P CIRCULAR 1.50 1.77 0.38 1.50 1 16.88 L386_SF L386_SF 0.93 18.25 0.42 42.60 1 74.39 L386_SF2 L386_SF2 2.20 79.94 1.61 47.62 1 465.48 100 Year SWMM Results L390_SF L390_SF 5.42 2238.44 4.29 519.00 1 16954.44 L400_SF L400_SF 5.78 2199.39 4.46 504.00 1 26076.96 L401_SF L401_SF 1.20 139.60 0.73 189.00 1 1009.19 L410_P CIRCULAR 2.00 3.14 0.50 2.00 1 34.41 L410_SF TRAPEZOIDAL 1.00 70.00 0.58 120.00 1 914.74 L414_SF L414_SF 4.57 812.18 2.76 294.00 1 5908.52 L444_SF L444_SF 8.11 767.46 4.97 138.00 1 14018.50 L448_SF TRAPEZOIDAL 2.00 30.00 1.18 25.00 1 422.53 L450_P CIRCULAR 2.00 3.14 0.50 2.00 1 9.64 L450_SF L450_SF 1.02 120.89 0.61 198.00 1 388.77 L451_SF L452_SF 5.03 195.21 2.49 81.00 1 2659.96 L453_P CIRCULAR 1.00 0.79 0.25 1.00 1 16.14 L456_P CIRCULAR 3.50 9.62 0.88 3.50 1 177.50 L456_SF Street 1.50 56.47 0.99 55.20 1 899.62 L456-TypeR-SF TRAPEZOIDAL 1.00 11.00 0.86 12.00 1 738.42 L457_P CIRCULAR 1.00 0.79 0.25 1.00 1 14.49 L457_SF TRAPEZOIDAL 4.00 132.00 2.29 57.00 1 730.18 L458_SF TRAPEZOIDAL 4.00 132.00 2.29 57.00 1 804.70 L460_SF CIRCULAR 3.50 9.62 0.88 3.50 1 100.61 L464_SF CIRCULAR 3.00 7.07 0.75 3.00 1 64.96 L470_P CIRCULAR 2.00 3.14 0.50 2.00 1 50.09 L482_P CIRCULAR 2.00 3.14 0.50 2.00 1 38.64 L482_SF L482_SF 3.93 265.14 2.58 99.00 1 4709.59 100 Year SWMM Results L500_SF TRAPEZOIDAL 4.00 52.00 2.12 23.00 1 354.32 L508_SF L508_SF 2.98 243.76 1.53 114.00 1 6703.71 L510_SF L510_SF 0.74 28.54 0.28 72.00 1 262.85 L516_SF L516_SF 1.92 112.46 1.28 84.00 1 2014.01 L516_SF2 L516_SF2 1.64 114.35 1.19 96.00 1 2452.17 L520_P CIRCULAR 1.50 1.77 0.38 1.50 1 6.53 L520_SF L520_SF 0.68 54.63 0.57 95.00 1 511.10 L525_P CIRCULAR 2.00 3.14 0.50 2.00 1 45.72 L525_SF L525_SF 4.08 356.41 2.95 117.00 1 8870.93 L540_SF L525_SF 4.08 356.41 2.95 117.00 1 11638.59 L600_SF L600_SF 5.35 1390.47 3.34 372.00 1 14572.57 L620_SF L620_SF 4.95 631.23 3.31 159.00 1 23198.09 L626_SF L626_SF 9.21 426.27 6.28 69.00 1 6251.20 L630_SF L630_SF 5.80 296.22 4.21 78.00 1 4330.44 L640_SF L640_SF 6.43 202.45 3.87 60.00 1 2578.53 L648_SF L648_SF 5.56 196.12 3.24 78.00 1 2714.00 L651_SF L651_SF 2.22 112.12 1.36 54.10 1 2402.90 L670_P CIRCULAR 2.00 3.14 0.50 2.00 1 35.76 L670_SF L670_SF 3.11 59.31 1.30 54.00 1 539.12 L676_P CIRCULAR 1.50 1.77 0.38 1.50 1 8.81 L700A_SF L700A_SF 0.40 2.41 0.15 15.50 1 10.01 L700B_P CIRCULAR 1.50 1.77 0.38 1.50 1 6.67 L700B_SF L700B_SF 0.70 8.83 0.31 28.07 1 37.40 100 Year SWMM Results L710_SF L710_SF 4.71 1170.30 3.42 345.00 1 7574.62 L730_SF L730_SF 2.36 582.28 1.79 339.00 1 3221.50 L736_SF L736_SF 3.01 75.48 1.56 44.00 1 195.10 L740_P HORIZ_ELLIPSE 1.58 3.17 0.48 2.50 1 28.26 L740_SF L740_SF 1.55 102.02 0.53 96.00 1 847.67 L760_SF L760_SF 1.08 41.98 0.67 60.00 1 674.60 L770_P CIRCULAR 2.00 3.14 0.50 2.00 1 43.23 L770_SF L770_SF 2.25 113.02 1.65 60.10 1 3844.60 L770A_P CIRCULAR 1.50 1.77 0.38 1.50 1 9.06 L780_SF L780_SF 1.31 53.18 0.74 60.00 1 628.31 L782_P CIRCULAR 2.00 3.14 0.50 2.00 1 34.75 L790_P CIRCULAR 2.00 3.14 0.50 2.00 1 66.65 L790_SF L790_SF 1.31 41.72 0.75 55.01 1 179.87 L804_SF TRAPEZOIDAL 3.00 240.00 2.18 110.00 1 2109.48 L805_SF L805_SF 7.81 1279.72 6.57 186.00 1 17558.34 L810_SF L810_SF 4.30 493.03 2.86 177.00 1 5625.35 L828_SF_overflow TRAPEZOIDAL 1.00 18.00 0.84 21.00 1 175.52 L830_SF L830_SF 2.22 45.16 0.71 45.00 1 544.17 L840_SF_Overflow TRAPEZOIDAL 2.00 20.00 1.20 16.00 1 178.63 L870_SF L870_SF 2.29 113.78 1.38 100.00 1 3190.90 L873_P CIRCULAR 1.25 1.23 0.31 1.25 1 5.40 L873_SF L873_SF 2.87 165.12 1.92 78.00 1 6239.67 L875_SF L875_SF 2.67 114.39 1.25 57.00 1 2457.50 100 Year SWMM Results L876_P CIRCULAR 1.50 1.77 0.38 1.50 1 14.82 L880_SF L880_SF 2.67 325.69 1.17 291.00 1 2321.33 L884_SF L884_SF 2.19 136.10 1.47 111.00 1 816.41 L886_SF L886_SF 4.03 213.23 2.82 87.00 1 3214.24 L900_SF L900_SF 8.80 378.36 5.62 75.00 1 11149.78 L900A_P CIRCULAR 2.50 4.91 0.62 2.50 1 28.01 L900A_SF TRIANGULAR 2.00 40.00 1.00 40.00 1 378.16 L900B_P CIRCULAR 2.00 3.14 0.50 2.00 1 34.46 L900B_SF L900B_SF 1.04 22.58 0.44 48.65 1 226.18 L908_SF L908_SF 4.21 29.11 0.83 30.00 1 536.21 L910C_P CIRCULAR 1.50 1.77 0.38 1.50 1 9.51 L919_P CIRCULAR 2.50 4.91 0.62 2.50 1 17.99 L919_SF1 L920_SF 1.93 85.21 0.28 76.64 1 479.57 L920_SF L920_SF 1.93 85.21 0.28 76.64 1 465.60 L920A_P CIRCULAR 2.50 4.91 0.62 2.50 2 42.70 L920B_P CIRCULAR 1.50 1.77 0.38 1.50 1 6.85 L920C_P CIRCULAR 2.50 4.91 0.62 2.50 1 25.81 L925_P1 CIRCULAR 2.50 4.91 0.62 2.50 1 27.47 L925_P2 CIRCULAR 2.50 4.91 0.62 2.50 1 41.46 L925_P3 CIRCULAR 3.50 9.62 0.88 3.50 1 40.21 L925_P4 CIRCULAR 3.50 9.62 0.88 3.50 1 81.14 L925_SF1 L920_SF 1.93 85.21 0.28 76.64 1 374.62 L925_SF2 L925_SF2 1.95 83.13 1.12 73.35 1 1174.06 100 Year SWMM Results L925_SF3 L925_SF3 1.00 19.81 0.31 62.69 1 75.97 L925B_P CIRCULAR 2.50 4.91 0.62 2.50 2 69.78 L930_SF L930_SF 1.87 338.39 1.17 287.67 1 3265.09 L932_P CIRCULAR 1.25 1.23 0.31 1.25 1 9.52 L932_SF L932_SF 2.52 112.19 1.61 66.00 1 3424.88 L940_P CIRCULAR 1.25 1.23 0.31 1.25 1 12.32 L940_SF L940_SF 3.74 417.12 2.88 144.00 1 12622.57 L950_P CIRCULAR 1.25 1.23 0.31 1.25 1 11.02 L950_SF L950_SF 1.75 177.05 1.33 132.00 1 366.72 L963_SF L963_SF 1.94 101.95 0.82 99.00 1 1858.22 L969_SF L969_SF 2.96 178.56 2.03 84.00 1 2078.65 L970_P CIRCULAR 1.25 1.23 0.31 1.25 1 8.58 L970_SF L970_SF 1.85 84.28 1.07 84.00 1 862.49 L366_overflow_channel TRAPEZOIDAL 3.10 66.34 1.92 33.80 1 480.99 L925C_SF TRIANGULAR 0.50 0.50 0.22 2.00 1 3.20 L925D_SF TRIANGULAR 0.50 0.50 0.22 2.00 1 4.12 1 CIRCULAR 3.00 7.07 0.75 3.00 1 198.73 2 CIRCULAR 3.00 7.07 0.75 3.00 1 195.19 3 CIRCULAR 2.00 3.14 0.50 2.00 1 43.15 4 CIRCULAR 2.00 3.14 0.50 2.00 1 21.92 5 CIRCULAR 3.00 7.07 0.75 3.00 1 101.57 6 CIRCULAR 2.00 3.14 0.50 2.00 1 61.55 7 CIRCULAR 4.00 12.57 1.00 4.00 1 390.81 100 Year SWMM Results 8 CIRCULAR 4.00 12.57 1.00 4.00 1 398.30 14 CIRCULAR 2.00 3.14 0.50 2.00 1 52.70 15 CIRCULAR 2.00 3.14 0.50 2.00 1 52.70 16 CIRCULAR 2.00 3.14 0.50 2.00 1 27.83 17 CIRCULAR 2.00 3.14 0.50 2.00 1 27.83 18 CIRCULAR 2.00 3.14 0.50 2.00 1 27.24 21 CIRCULAR 4.00 12.57 1.00 4.00 1 117.07 22 CIRCULAR 2.00 3.14 0.50 2.00 1 17.45 23 CIRCULAR 4.00 12.57 1.00 4.00 1 581.18 24 CIRCULAR 4.00 12.57 1.00 4.00 1 430.72 25 CIRCULAR 4.00 12.57 1.00 4.00 1 319.75 26 DUMMY 0.00 0.00 0.00 0.00 1 0.00 27 DUMMY 0.00 0.00 0.00 0.00 1 0.00 29 CIRCULAR 4.00 12.57 1.00 4.00 1 197.73 30 CIRCULAR 4.00 12.57 1.00 4.00 1 167.00 32 CIRCULAR 3.00 7.07 0.75 3.00 1 135.87 33 CIRCULAR 3.00 7.07 0.75 3.00 1 204.63 35 CIRCULAR 4.00 12.57 1.00 4.00 1 217.25 37 CIRCULAR 2.00 3.14 0.50 2.00 1 45.26 38 CIRCULAR 2.00 3.14 0.50 2.00 1 45.26 40 CIRCULAR 1.00 0.79 0.25 1.00 1 6.91 41 CIRCULAR 2.00 3.14 0.50 2.00 1 53.96 42 CIRCULAR 3.00 7.07 0.75 3.00 1 76.03 100 Year SWMM Results 44 CIRCULAR 3.00 7.07 0.75 3.00 1 60.21 46 CIRCULAR 4.00 12.57 1.00 4.00 1 138.76 47 CIRCULAR 4.00 12.57 1.00 4.00 1 109.29 48 CIRCULAR 4.00 12.57 1.00 4.00 1 236.95 49 CIRCULAR 3.00 7.07 0.75 3.00 1 146.19 50 Trilby_RoadFrontage 0.80 32.00 0.39 80.00 1 237.56 52 CIRCULAR 4.00 12.57 1.00 4.00 1 96.74 53 CIRCULAR 4.00 12.57 1.00 4.00 1 138.16 54 CIRCULAR 1.50 1.77 0.38 1.50 1 29.34 L840_SF RECT_OPEN 1.57 6.28 0.88 4.00 1 30.72 55 CIRCULAR 4.00 12.57 1.00 4.00 1 169.67 56 CIRCULAR 4.00 12.57 1.00 4.00 1 301.19 57 CIRCULAR 4.00 12.57 1.00 4.00 1 223.30 58 CIRCULAR 4.00 12.57 1.00 4.00 1 210.30 **************** Transect Summary **************** Transect L100_SF Area: 0.0018 0.0052 0.0110 0.0189 0.0279 0.0421 0.0587 0.0759 0.0937 0.1119 0.1303 0.1488 0.1675 0.1864 0.2055 0.2247 0.2441 0.2637 0.2836 0.3038 0.3242 0.3449 0.3657 0.3868 0.4082 0.4298 0.4516 0.4736 0.4959 0.5183 0.5409 0.5635 0.5863 0.6091 0.6321 0.6552 0.6784 0.7018 0.7253 0.7491 0.7731 0.7973 0.8218 0.8465 0.8714 0.8966 0.9220 0.9478 0.9737 1.0000 Hrad: 100 Year SWMM Results 0.0193 0.0359 0.0452 0.0660 0.0858 0.0881 0.1045 0.1230 0.1424 0.1631 0.1855 0.2076 0.2296 0.2514 0.2730 0.2943 0.3140 0.3335 0.3527 0.3718 0.3910 0.4100 0.4289 0.4476 0.4662 0.4848 0.5032 0.5214 0.5408 0.5649 0.5889 0.6126 0.6361 0.6595 0.6827 0.7057 0.7286 0.7513 0.7736 0.7957 0.8174 0.8389 0.8600 0.8809 0.9015 0.9218 0.9418 0.9615 0.9809 1.0000 Width: 0.1042 0.1625 0.2719 0.3202 0.3822 0.6139 0.6405 0.6627 0.6811 0.6940 0.7001 0.7061 0.7122 0.7182 0.7243 0.7304 0.7399 0.7495 0.7590 0.7685 0.7775 0.7865 0.7954 0.8044 0.8132 0.8219 0.8306 0.8392 0.8470 0.8513 0.8557 0.8600 0.8643 0.8686 0.8729 0.8773 0.8816 0.8872 0.8960 0.9048 0.9135 0.9223 0.9314 0.9404 0.9495 0.9586 0.9686 0.9791 0.9895 1.0000 Transect L310_SF Area: 0.0011 0.0039 0.0078 0.0140 0.0214 0.0293 0.0376 0.0464 0.0557 0.0666 0.0784 0.0911 0.1044 0.1182 0.1325 0.1473 0.1628 0.1792 0.1962 0.2135 0.2310 0.2487 0.2666 0.2848 0.3032 0.3218 0.3406 0.3597 0.3791 0.3988 0.4187 0.4390 0.4597 0.4809 0.5025 0.5246 0.5471 0.5702 0.5939 0.6184 0.6436 0.6697 0.6968 0.7250 0.7556 0.7875 0.8212 0.8629 0.9222 1.0000 Hrad: 0.0183 0.0428 0.0647 0.0729 0.1012 0.1308 0.1591 0.1862 0.1980 0.2086 0.2291 0.2498 0.2747 0.2990 0.3227 0.3457 0.3625 0.3794 0.4038 0.4327 0.4611 0.4892 0.5168 0.5441 0.5710 0.5975 0.6224 0.6467 0.6708 0.6946 0.7181 0.7440 0.7718 0.7988 0.8250 0.8506 0.8755 0.8997 0.9174 0.9343 0.9506 0.9660 0.9807 0.9972 1.0199 1.0418 1.0597 1.0583 1.0407 1.0000 Width: 0.0249 0.0377 0.0495 0.0793 0.0871 100 Year SWMM Results 0.0917 0.0964 0.1011 0.1139 0.1293 0.1385 0.1473 0.1532 0.1590 0.1649 0.1709 0.1801 0.1892 0.1943 0.1967 0.1992 0.2016 0.2041 0.2065 0.2090 0.2114 0.2145 0.2177 0.2209 0.2241 0.2273 0.2316 0.2368 0.2420 0.2472 0.2524 0.2576 0.2641 0.2725 0.2811 0.2897 0.3007 0.3121 0.3320 0.3533 0.3682 0.3963 0.5978 0.7781 1.0000 Transect L316_SF Area: 0.0025 0.0137 0.0274 0.0415 0.0567 0.0725 0.0886 0.1051 0.1218 0.1388 0.1566 0.1751 0.1938 0.2127 0.2317 0.2509 0.2702 0.2896 0.3091 0.3287 0.3484 0.3682 0.3881 0.4083 0.4288 0.4493 0.4700 0.4907 0.5115 0.5324 0.5534 0.5746 0.5959 0.6174 0.6391 0.6613 0.6841 0.7071 0.7302 0.7536 0.7771 0.8008 0.8246 0.8487 0.8730 0.8975 0.9224 0.9478 0.9737 1.0000 Hrad: 0.0106 0.0240 0.0465 0.0661 0.0870 0.1081 0.1298 0.1512 0.1724 0.1919 0.2011 0.2205 0.2430 0.2653 0.2874 0.3093 0.3312 0.3535 0.3763 0.3990 0.4216 0.4441 0.4666 0.4877 0.5096 0.5314 0.5532 0.5749 0.5966 0.6183 0.6397 0.6609 0.6820 0.7030 0.7238 0.7412 0.7610 0.7807 0.8003 0.8198 0.8392 0.8585 0.8776 0.8965 0.9151 0.9336 0.9494 0.9663 0.9823 1.0000 Width: 0.2509 0.5088 0.5248 0.5630 0.5888 0.6076 0.6188 0.6296 0.6405 0.6558 0.6925 0.7074 0.7134 0.7194 0.7255 0.7312 0.7356 0.7395 0.7428 0.7461 0.7494 0.7527 0.7560 0.7750 0.7785 0.7819 0.7853 0.7888 0.7922 0.7956 0.8009 0.8069 0.8130 0.8190 0.8250 0.8628 0.8693 0.8758 0.8823 0.8890 0.8959 0.9030 0.9102 0.9181 0.9267 0.9354 0.9580 0.9732 0.9926 1.0000 Transect L320_SF Area: 100 Year SWMM Results 0.0003 0.0010 0.0023 0.0041 0.0064 0.0090 0.0121 0.0155 0.0193 0.0235 0.0281 0.0330 0.0384 0.0441 0.0503 0.0568 0.0638 0.0712 0.0791 0.0874 0.0962 0.1054 0.1151 0.1252 0.1357 0.1465 0.1577 0.1692 0.1813 0.1974 0.2163 0.2374 0.2608 0.2869 0.3183 0.3532 0.3909 0.4299 0.4702 0.5116 0.5542 0.5983 0.6440 0.6912 0.7392 0.7889 0.8402 0.8925 0.9455 1.0000 Hrad: 0.0241 0.0483 0.0724 0.0966 0.1234 0.1512 0.1782 0.2043 0.2299 0.2551 0.2799 0.3032 0.3268 0.3504 0.3739 0.3971 0.4179 0.4390 0.4604 0.4823 0.5040 0.5258 0.5477 0.5808 0.6187 0.6551 0.6902 0.7241 0.7539 0.7639 0.7745 0.7844 0.7920 0.7934 0.7814 0.7746 0.7760 0.7839 0.7949 0.8096 0.8252 0.8411 0.8583 0.8777 0.8981 0.9155 0.9356 0.9590 0.9820 1.0000 Width: 0.0092 0.0184 0.0276 0.0368 0.0447 0.0516 0.0584 0.0651 0.0719 0.0787 0.0855 0.0928 0.0999 0.1071 0.1142 0.1215 0.1297 0.1378 0.1460 0.1541 0.1622 0.1704 0.1785 0.1854 0.1916 0.1978 0.2040 0.2102 0.2360 0.3196 0.3604 0.3992 0.4437 0.5071 0.6027 0.6603 0.6908 0.7130 0.7376 0.7547 0.7800 0.8099 0.8370 0.8570 0.8764 0.9117 0.9356 0.9477 0.9645 1.0000 Transect L324_SF Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 100 Year SWMM Results 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect L326_SF Area: 0.0020 0.0049 0.0086 0.0139 0.0203 0.0272 0.0348 0.0429 0.0515 0.0608 0.0709 0.0820 0.0945 0.1080 0.1220 0.1365 0.1515 0.1668 0.1826 0.1989 0.2158 0.2333 0.2513 0.2700 0.2892 0.3097 0.3313 0.3536 0.3766 0.4001 0.4239 0.4481 0.4727 0.4977 0.5232 0.5491 0.5757 0.6035 0.6326 0.6633 0.6954 0.7280 0.7608 0.7939 0.8274 0.8611 0.8951 0.9295 0.9643 1.0000 Hrad: 0.0286 0.0549 0.0804 0.0913 0.1174 0.1428 0.1672 0.1908 0.2136 0.2422 0.2685 0.2889 0.3065 0.3298 0.3531 0.3767 0.4012 0.4257 0.4488 0.4715 0.4939 0.5157 0.5371 0.5581 0.5786 0.5804 0.5985 0.6164 0.6359 0.6570 0.6782 0.6994 0.7202 0.7408 0.7613 0.7806 0.7899 0.7982 0.7997 0.8031 0.8154 0.8387 0.8623 0.8852 0.9081 0.9311 0.9539 0.9767 0.9995 1.0000 Width: 0.0695 0.0895 0.1105 0.1604 0.1807 0.1959 0.2111 0.2263 0.2415 0.2618 100 Year SWMM Results 0.2838 0.3188 0.3572 0.3713 0.3855 0.3984 0.4086 0.4189 0.4339 0.4488 0.4638 0.4796 0.4954 0.5117 0.5284 0.5742 0.5934 0.6125 0.6276 0.6381 0.6487 0.6593 0.6703 0.6818 0.6932 0.7069 0.7352 0.7658 0.8086 0.8509 0.8778 0.8842 0.8906 0.8986 0.9071 0.9155 0.9245 0.9338 0.9431 1.0000 Transect L340_SF Area: 0.0006 0.0017 0.0032 0.0050 0.0072 0.0101 0.0138 0.0184 0.0239 0.0304 0.0380 0.0471 0.0576 0.0695 0.0860 0.1043 0.1242 0.1458 0.1688 0.1933 0.2185 0.2439 0.2694 0.2950 0.3209 0.3469 0.3730 0.3994 0.4258 0.4524 0.4791 0.5060 0.5329 0.5600 0.5871 0.6142 0.6414 0.6687 0.6960 0.7233 0.7507 0.7781 0.8056 0.8331 0.8607 0.8883 0.9161 0.9440 0.9719 1.0000 Hrad: 0.0120 0.0297 0.0489 0.0710 0.0920 0.1096 0.1233 0.1365 0.1498 0.1651 0.1814 0.1968 0.2118 0.2266 0.2243 0.2318 0.2310 0.2338 0.2360 0.2396 0.2662 0.2926 0.3189 0.3451 0.3711 0.3969 0.4226 0.4481 0.4735 0.4991 0.5245 0.5497 0.5749 0.6003 0.6259 0.6515 0.6770 0.7024 0.7279 0.7532 0.7786 0.8039 0.8291 0.8543 0.8793 0.9036 0.9279 0.9520 0.9761 1.0000 Width: 0.0326 0.0464 0.0589 0.0686 0.0903 0.1174 0.1469 0.1787 0.2145 0.2503 0.2899 0.3503 0.3947 0.4830 0.6364 0.6744 0.7343 0.7983 0.8418 0.8933 0.8990 0.9047 0.9104 0.9161 0.9218 0.9274 0.9330 0.9385 0.9439 0.9480 0.9522 0.9563 0.9605 0.9632 0.9649 0.9665 0.9682 0.9698 0.9715 0.9732 0.9748 0.9765 0.9781 0.9798 0.9818 0.9855 0.9891 0.9927 0.9964 1.0000 Transect L346_SF Area: 0.0016 0.0038 0.0066 0.0101 0.0140 100 Year SWMM Results 0.0183 0.0229 0.0278 0.0331 0.0387 0.0448 0.0512 0.0582 0.0656 0.0735 0.0818 0.0907 0.0999 0.1105 0.1220 0.1340 0.1463 0.1600 0.1759 0.1981 0.2241 0.2511 0.2790 0.3073 0.3362 0.3654 0.3950 0.4251 0.4558 0.4871 0.5188 0.5508 0.5831 0.6161 0.6498 0.6839 0.7181 0.7526 0.7874 0.8224 0.8576 0.8930 0.9285 0.9642 1.0000 Hrad: 0.0146 0.0293 0.0444 0.0609 0.0784 0.0974 0.1160 0.1344 0.1525 0.1705 0.1840 0.1981 0.2129 0.2285 0.2452 0.2611 0.2772 0.2933 0.2755 0.2969 0.3181 0.3400 0.3591 0.3448 0.3400 0.2853 0.3163 0.3474 0.3788 0.4104 0.4420 0.4736 0.5046 0.5351 0.5653 0.5957 0.6262 0.6533 0.6751 0.7021 0.7323 0.7624 0.7923 0.8221 0.8516 0.8810 0.9106 0.9404 0.9702 1.0000 Width: 0.0530 0.0702 0.0874 0.1026 0.1152 0.1244 0.1336 0.1429 0.1521 0.1613 0.1743 0.1875 0.2007 0.2136 0.2259 0.2392 0.2525 0.2659 0.3144 0.3269 0.3395 0.3510 0.4116 0.5226 0.7023 0.7375 0.7676 0.7856 0.7975 0.8093 0.8210 0.8327 0.8481 0.8639 0.8798 0.8886 0.8960 0.9089 0.9322 0.9459 0.9524 0.9590 0.9655 0.9721 0.9787 0.9852 0.9899 0.9932 0.9966 1.0000 Transect L350_SF Area: 0.0021 0.0112 0.0251 0.0402 0.0564 0.0736 0.0917 0.1102 0.1289 0.1480 0.1674 0.1873 0.2076 0.2281 0.2487 0.2694 0.2903 0.3113 0.3324 0.3536 0.3750 0.3964 0.4180 0.4395 0.4610 0.4826 0.5041 0.5256 0.5472 0.5687 0.5902 0.6118 0.6333 0.6549 0.6764 0.6980 0.7195 0.7411 0.7627 0.7842 0.8058 0.8274 0.8489 0.8705 0.8921 0.9137 0.9352 0.9568 0.9784 1.0000 Hrad: 0.0103 0.0207 0.0425 0.0647 0.0858 0.1056 0.1247 0.1439 0.1630 0.1816 100 Year SWMM Results 0.1983 0.2149 0.2351 0.2569 0.2785 0.3000 0.3213 0.3424 0.3633 0.3841 0.4048 0.4253 0.4459 0.4665 0.4871 0.5077 0.5283 0.5490 0.5696 0.5902 0.6108 0.6314 0.6520 0.6726 0.6931 0.7137 0.7342 0.7547 0.7753 0.7958 0.8162 0.8367 0.8572 0.8776 0.8981 0.9185 0.9389 0.9593 0.9796 1.0000 Width: 0.2407 0.6149 0.6722 0.7260 0.7763 0.8192 0.8489 0.8619 0.8750 0.8897 0.9118 0.9339 0.9451 0.9510 0.9569 0.9628 0.9687 0.9747 0.9806 0.9865 0.9924 0.9970 0.9971 0.9972 0.9973 0.9974 0.9975 0.9976 0.9977 0.9978 0.9979 0.9981 0.9982 0.9983 0.9984 0.9985 0.9986 0.9987 0.9988 0.9989 0.9990 0.9991 0.9992 0.9994 0.9995 0.9996 0.9997 0.9998 0.9999 1.0000 Transect L360_SF Area: 0.0015 0.0079 0.0163 0.0269 0.0399 0.0537 0.0680 0.0825 0.0974 0.1129 0.1286 0.1445 0.1606 0.1769 0.1933 0.2101 0.2270 0.2442 0.2617 0.2797 0.2984 0.3176 0.3375 0.3581 0.3788 0.3997 0.4209 0.4424 0.4644 0.4867 0.5093 0.5324 0.5557 0.5792 0.6030 0.6271 0.6516 0.6764 0.7016 0.7273 0.7537 0.7803 0.8072 0.8341 0.8612 0.8886 0.9162 0.9440 0.9718 1.0000 Hrad: 0.0121 0.0255 0.0476 0.0610 0.0755 0.0980 0.1215 0.1442 0.1659 0.1854 0.2094 0.2328 0.2561 0.2793 0.3026 0.3251 0.3474 0.3693 0.3893 0.4133 0.4359 0.4581 0.4791 0.4999 0.5211 0.5423 0.5634 0.5834 0.6037 0.6240 0.6437 0.6630 0.6830 0.7026 0.7218 0.7406 0.7599 0.7784 0.7964 0.8156 0.8313 0.8501 0.8692 0.8884 0.9076 0.9256 0.9445 0.9637 0.9835 1.0000 Width: 0.1410 0.2849 0.3112 0.4327 0.4790 0.4968 0.5069 0.5180 0.5313 0.5519 0.5576 0.5642 0.5706 0.5765 0.5836 100 Year SWMM Results 0.5935 0.6012 0.6089 0.6267 0.6418 0.6716 0.6845 0.7177 0.7285 0.7335 0.7398 0.7487 0.7701 0.7801 0.7894 0.8040 0.8183 0.8241 0.8332 0.8442 0.8563 0.8665 0.8814 0.8986 0.9176 0.9360 0.9423 0.9476 0.9526 0.9576 0.9692 0.9759 0.9810 0.9836 1.0000 Transect L361_SF Area: 0.0006 0.0028 0.0063 0.0116 0.0185 0.0266 0.0368 0.0482 0.0603 0.0747 0.0911 0.1084 0.1268 0.1465 0.1674 0.1884 0.2095 0.2309 0.2525 0.2744 0.2964 0.3187 0.3412 0.3638 0.3866 0.4096 0.4329 0.4564 0.4801 0.5039 0.5278 0.5517 0.5757 0.5998 0.6239 0.6481 0.6724 0.6967 0.7211 0.7456 0.7702 0.7949 0.8199 0.8452 0.8706 0.8962 0.9219 0.9478 0.9738 1.0000 Hrad: 0.0144 0.0280 0.0450 0.0594 0.0751 0.0925 0.1048 0.1180 0.1414 0.1593 0.1743 0.1906 0.2117 0.2299 0.2493 0.2710 0.2929 0.3145 0.3362 0.3580 0.3804 0.4028 0.4251 0.4474 0.4695 0.4910 0.5123 0.5336 0.5559 0.5786 0.6013 0.6239 0.6464 0.6689 0.6913 0.7136 0.7358 0.7580 0.7801 0.8021 0.8229 0.8421 0.8612 0.8802 0.9002 0.9203 0.9404 0.9604 0.9802 1.0000 Width: 0.0475 0.1103 0.1529 0.2364 0.2881 0.3315 0.4136 0.4480 0.4856 0.5786 0.6426 0.6716 0.7266 0.7879 0.7978 0.8027 0.8088 0.8185 0.8282 0.8380 0.8450 0.8518 0.8587 0.8655 0.8728 0.8821 0.8913 0.9005 0.9051 0.9077 0.9103 0.9130 0.9156 0.9182 0.9208 0.9234 0.9261 0.9287 0.9313 0.9339 0.9391 0.9479 0.9567 0.9656 0.9720 0.9776 0.9832 0.9888 0.9944 1.0000 Transect L362_SF Area: 0.0023 0.0078 0.0162 0.0256 0.0358 0.0467 0.0583 0.0705 0.0832 0.0965 100 Year SWMM Results 0.1102 0.1243 0.1387 0.1534 0.1685 0.1839 0.1996 0.2157 0.2323 0.2496 0.2675 0.2863 0.3057 0.3258 0.3464 0.3675 0.3890 0.4109 0.4332 0.4558 0.4790 0.5041 0.5295 0.5549 0.5807 0.6068 0.6333 0.6600 0.6870 0.7143 0.7419 0.7698 0.7981 0.8265 0.8551 0.8838 0.9126 0.9416 0.9707 1.0000 Hrad: 0.0196 0.0309 0.0531 0.0774 0.1006 0.1231 0.1453 0.1678 0.1896 0.2113 0.2351 0.2590 0.2824 0.3055 0.3282 0.3507 0.3731 0.3909 0.4063 0.4205 0.4320 0.4448 0.4584 0.4748 0.4926 0.5102 0.5301 0.5515 0.5726 0.5935 0.6137 0.5916 0.6174 0.6402 0.6615 0.6825 0.7037 0.7250 0.7461 0.7670 0.7876 0.8080 0.8284 0.8533 0.8781 0.9027 0.9272 0.9516 0.9758 1.0000 Width: 0.1211 0.2556 0.3078 0.3346 0.3599 0.3835 0.4058 0.4247 0.4437 0.4618 0.4741 0.4853 0.4965 0.5077 0.5189 0.5299 0.5406 0.5575 0.5778 0.5997 0.6259 0.6504 0.6738 0.6932 0.7105 0.7278 0.7414 0.7529 0.7644 0.7758 0.8382 0.8603 0.8651 0.8740 0.8847 0.8955 0.9058 0.9159 0.9259 0.9360 0.9463 0.9566 0.9668 0.9715 0.9763 0.9810 0.9858 0.9905 0.9953 1.0000 Transect L363_SF Area: 0.0017 0.0061 0.0141 0.0254 0.0405 0.0569 0.0735 0.0902 0.1071 0.1243 0.1417 0.1594 0.1774 0.1956 0.2140 0.2326 0.2515 0.2707 0.2900 0.3096 0.3293 0.3493 0.3695 0.3899 0.4106 0.4314 0.4525 0.4737 0.4950 0.5165 0.5380 0.5597 0.5815 0.6034 0.6255 0.6477 0.6700 0.6927 0.7156 0.7389 0.7624 0.7863 0.8106 0.8354 0.8607 0.8866 0.9132 0.9404 0.9690 1.0000 Hrad: 0.0169 0.0260 0.0425 0.0538 0.0697 0.0969 0.1239 0.1505 0.1775 0.2050 0.2319 0.2582 0.2840 0.3094 0.3344 100 Year SWMM Results 0.3590 0.3832 0.4070 0.4305 0.4536 0.4764 0.4989 0.5211 0.5430 0.5646 0.5858 0.6069 0.6279 0.6488 0.6695 0.6902 0.7107 0.7310 0.7513 0.7714 0.7913 0.8104 0.8293 0.8477 0.8658 0.8832 0.9003 0.9167 0.9324 0.9474 0.9610 0.9745 0.9874 0.9936 1.0000 Width: 0.0912 0.2067 0.2932 0.4181 0.5149 0.5200 0.5251 0.5301 0.5365 0.5450 0.5536 0.5621 0.5701 0.5775 0.5848 0.5922 0.5996 0.6064 0.6132 0.6201 0.6269 0.6337 0.6404 0.6472 0.6539 0.6606 0.6671 0.6708 0.6745 0.6783 0.6820 0.6857 0.6895 0.6932 0.6970 0.7016 0.7103 0.7190 0.7276 0.7373 0.7487 0.7602 0.7733 0.7885 0.8059 0.8293 0.8484 0.8665 0.9451 1.0000 Transect L363_SF2 Area: 0.0005 0.0030 0.0062 0.0103 0.0166 0.0241 0.0325 0.0412 0.0501 0.0607 0.0727 0.0856 0.0991 0.1132 0.1277 0.1429 0.1587 0.1751 0.1925 0.2106 0.2294 0.2486 0.2681 0.2880 0.3088 0.3303 0.3521 0.3745 0.3976 0.4213 0.4454 0.4699 0.4949 0.5205 0.5466 0.5735 0.6016 0.6301 0.6590 0.6882 0.7174 0.7469 0.7766 0.8069 0.8379 0.8695 0.9015 0.9339 0.9667 1.0000 Hrad: 0.0156 0.0337 0.0598 0.0668 0.0838 0.1006 0.1280 0.1576 0.1839 0.1760 0.1963 0.2181 0.2392 0.2652 0.2893 0.3087 0.3298 0.3531 0.3625 0.3830 0.4041 0.4311 0.4560 0.4764 0.4865 0.5114 0.5337 0.5529 0.5702 0.5879 0.6140 0.6375 0.6547 0.6748 0.6954 0.6925 0.7117 0.7347 0.7599 0.7889 0.8178 0.8465 0.8682 0.8814 0.8942 0.9136 0.9375 0.9587 0.9784 1.0000 Width: 0.0312 0.0895 0.1043 0.1644 0.1994 0.2410 0.2551 0.2622 0.2733 0.3464 0.3715 0.3938 0.4157 0.4283 0.4429 0.4642 0.4827 0.4973 0.5324 0.5514 100 Year SWMM Results 0.5691 0.5779 0.5892 0.6059 0.6361 0.6470 0.6610 0.6786 0.6985 0.7178 0.7266 0.7380 0.7569 0.7723 0.7868 0.8292 0.8463 0.8587 0.8681 0.8730 0.8779 0.8827 0.8949 0.9158 0.9373 0.9520 0.9618 0.9743 0.9881 1.0000 Transect L363_SF3 Area: 0.0006 0.0030 0.0060 0.0101 0.0150 0.0206 0.0267 0.0333 0.0404 0.0482 0.0568 0.0658 0.0753 0.0850 0.0952 0.1066 0.1193 0.1329 0.1476 0.1651 0.1849 0.2051 0.2256 0.2465 0.2675 0.2885 0.3097 0.3311 0.3527 0.3745 0.3970 0.4208 0.4458 0.4714 0.4977 0.5255 0.5552 0.5867 0.6189 0.6514 0.6840 0.7180 0.7525 0.7872 0.8220 0.8570 0.8923 0.9279 0.9638 1.0000 Hrad: 0.0128 0.0416 0.0582 0.0887 0.1154 0.1402 0.1589 0.1913 0.2216 0.2485 0.2742 0.3000 0.3258 0.3492 0.3730 0.3927 0.4086 0.4245 0.4389 0.3395 0.3455 0.3806 0.4157 0.4515 0.4872 0.5226 0.5568 0.5894 0.6218 0.6524 0.6773 0.6835 0.7098 0.7353 0.7567 0.7720 0.7425 0.7013 0.7296 0.7588 0.7879 0.7800 0.8103 0.8406 0.8699 0.8987 0.9253 0.9510 0.9764 1.0000 Width: 0.0506 0.0735 0.1067 0.1200 0.1445 0.1610 0.1744 0.1875 0.2005 0.2318 0.2428 0.2538 0.2632 0.2738 0.2836 0.3363 0.3624 0.3855 0.4270 0.5154 0.5535 0.5574 0.5723 0.5750 0.5777 0.5804 0.5842 0.5894 0.5946 0.6026 0.6325 0.6686 0.6956 0.7118 0.7381 0.7864 0.8552 0.8712 0.8890 0.8941 0.8992 0.9454 0.9497 0.9539 0.9591 0.9648 0.9725 0.9811 0.9897 1.0000 Transect L366_SF Area: 0.0027 0.0084 0.0154 0.0244 0.0355 0.0487 0.0640 0.0806 0.0973 0.1144 0.1316 0.1491 0.1669 0.1849 0.2031 100 Year SWMM Results 0.2216 0.2404 0.2594 0.2787 0.2983 0.3181 0.3383 0.3586 0.3793 0.4002 0.4214 0.4429 0.4647 0.4867 0.5091 0.5317 0.5547 0.5779 0.6014 0.6251 0.6489 0.6728 0.6969 0.7212 0.7456 0.7701 0.7948 0.8196 0.8446 0.8698 0.8952 0.9209 0.9470 0.9733 1.0000 Hrad: 0.0155 0.0372 0.0548 0.0677 0.0816 0.0950 0.1098 0.1348 0.1601 0.1848 0.2090 0.2328 0.2562 0.2792 0.3018 0.3271 0.3526 0.3775 0.4017 0.4253 0.4483 0.4707 0.4926 0.5140 0.5348 0.5558 0.5773 0.5984 0.6190 0.6393 0.6591 0.6786 0.6977 0.7168 0.7357 0.7546 0.7733 0.7919 0.8104 0.8287 0.8470 0.8651 0.8831 0.9009 0.9184 0.9353 0.9519 0.9683 0.9843 1.0000 Width: 0.1827 0.2357 0.2933 0.3753 0.4532 0.5346 0.6079 0.6211 0.6299 0.6391 0.6483 0.6575 0.6666 0.6758 0.6850 0.6949 0.7049 0.7150 0.7251 0.7351 0.7452 0.7553 0.7655 0.7757 0.7859 0.7960 0.8061 0.8165 0.8278 0.8390 0.8503 0.8615 0.8728 0.8795 0.8850 0.8906 0.8961 0.9016 0.9071 0.9126 0.9181 0.9236 0.9291 0.9346 0.9428 0.9542 0.9657 0.9771 0.9886 1.0000 Transect L366_SF2 Area: 0.0005 0.0020 0.0042 0.0069 0.0101 0.0139 0.0186 0.0241 0.0303 0.0377 0.0462 0.0554 0.0654 0.0761 0.0871 0.0986 0.1113 0.1252 0.1398 0.1546 0.1699 0.1861 0.2035 0.2218 0.2411 0.2613 0.2822 0.3040 0.3265 0.3494 0.3728 0.3966 0.4216 0.4474 0.4749 0.5031 0.5317 0.5611 0.5914 0.6232 0.6562 0.6903 0.7254 0.7613 0.7980 0.8362 0.8759 0.9168 0.9582 1.0000 Hrad: 0.0210 0.0413 0.0717 0.0985 0.1198 0.1375 0.1538 0.1721 0.1923 0.1967 0.2180 0.2420 0.2639 0.2940 0.3246 0.3460 0.3459 0.3656 0.3983 0.4303 100 Year SWMM Results 0.4541 0.4645 0.4802 0.4900 0.5120 0.5341 0.5533 0.5748 0.6028 0.6325 0.6629 0.6807 0.6977 0.7016 0.7136 0.7425 0.7689 0.7919 0.7990 0.8033 0.8241 0.8365 0.8570 0.8813 0.9016 0.8989 0.9113 0.9343 0.9672 1.0000 Width: 0.0216 0.0477 0.0584 0.0696 0.0839 0.1011 0.1206 0.1396 0.1572 0.1914 0.2117 0.2288 0.2477 0.2583 0.2678 0.2844 0.3213 0.3422 0.3504 0.3586 0.3734 0.4000 0.4231 0.4521 0.4705 0.4886 0.5095 0.5284 0.5409 0.5516 0.5613 0.5817 0.6033 0.6370 0.6649 0.6767 0.6907 0.7076 0.7394 0.7754 0.7959 0.8249 0.8462 0.8635 0.8848 0.9304 0.9615 0.9817 0.9909 1.0000 Transect L366_SF3 Area: 0.0007 0.0031 0.0069 0.0117 0.0168 0.0223 0.0284 0.0352 0.0435 0.0521 0.0612 0.0708 0.0816 0.0937 0.1070 0.1211 0.1367 0.1538 0.1715 0.1894 0.2075 0.2260 0.2452 0.2662 0.2886 0.3124 0.3368 0.3615 0.3863 0.4114 0.4370 0.4631 0.4902 0.5177 0.5455 0.5734 0.6014 0.6297 0.6580 0.6869 0.7165 0.7467 0.7773 0.8082 0.8395 0.8712 0.9031 0.9352 0.9675 1.0000 Hrad: 0.0164 0.0339 0.0505 0.0780 0.1039 0.1259 0.1464 0.1454 0.1685 0.1936 0.2176 0.2284 0.2342 0.2422 0.2548 0.2759 0.2673 0.2882 0.3163 0.3443 0.3719 0.3991 0.4250 0.4050 0.4260 0.4206 0.4495 0.4782 0.5066 0.5323 0.5549 0.5687 0.5869 0.6118 0.6410 0.6700 0.6989 0.7276 0.7560 0.7670 0.7798 0.8022 0.8257 0.8486 0.8709 0.8939 0.9206 0.9472 0.9737 1.0000 Width: 0.0451 0.0915 0.1384 0.1503 0.1622 0.1780 0.1949 0.2435 0.2595 0.2708 0.2827 0.3119 0.3505 0.3890 0.4225 0.4414 0.5143 0.5367 0.5452 0.5533 0.5614 0.5694 0.6202 0.6680 0.7073 100 Year SWMM Results 0.7465 0.7529 0.7593 0.7658 0.7760 0.7905 0.8173 0.8379 0.8488 0.8534 0.8580 0.8626 0.8672 0.8720 0.8971 0.9204 0.9323 0.9427 0.9534 0.9648 0.9753 0.9815 0.9877 0.9938 1.0000 Transect L367_SF Area: 0.0035 0.0118 0.0210 0.0309 0.0412 0.0520 0.0632 0.0749 0.0870 0.0995 0.1124 0.1258 0.1395 0.1535 0.1677 0.1823 0.1974 0.2129 0.2290 0.2455 0.2627 0.2806 0.2991 0.3184 0.3384 0.3590 0.3801 0.4015 0.4234 0.4458 0.4688 0.4929 0.5177 0.5432 0.5693 0.5960 0.6231 0.6508 0.6789 0.7073 0.7358 0.7644 0.7930 0.8219 0.8509 0.8802 0.9098 0.9396 0.9697 1.0000 Hrad: 0.0152 0.0391 0.0634 0.0897 0.1152 0.1398 0.1635 0.1873 0.2104 0.2330 0.2551 0.2766 0.2982 0.3199 0.3414 0.3590 0.3747 0.3904 0.4060 0.4192 0.4300 0.4410 0.4518 0.4624 0.4734 0.4907 0.5087 0.5265 0.5442 0.5622 0.5884 0.6131 0.6368 0.6598 0.6823 0.7044 0.7262 0.7477 0.7689 0.7907 0.8130 0.8355 0.8577 0.8771 0.8969 0.9171 0.9375 0.9582 0.9790 1.0000 Width: 0.2303 0.2878 0.3157 0.3317 0.3468 0.3619 0.3769 0.3906 0.4041 0.4175 0.4310 0.4445 0.4551 0.4642 0.4733 0.4869 0.5029 0.5189 0.5348 0.5538 0.5761 0.5985 0.6216 0.6453 0.6689 0.6841 0.6982 0.7123 0.7264 0.7413 0.7738 0.8050 0.8265 0.8480 0.8689 0.8844 0.8999 0.9155 0.9310 0.9358 0.9377 0.9396 0.9427 0.9509 0.9591 0.9673 0.9755 0.9836 0.9918 1.0000 Transect L373_SF Area: 0.0029 0.0079 0.0146 0.0229 0.0321 0.0418 0.0519 0.0624 0.0732 0.0845 0.0962 0.1083 0.1208 0.1336 0.1469 0.1606 0.1747 0.1892 0.2041 0.2198 100 Year SWMM Results 0.2364 0.2539 0.2722 0.2916 0.3125 0.3350 0.3582 0.3817 0.4055 0.4296 0.4541 0.4789 0.5040 0.5295 0.5553 0.5815 0.6080 0.6349 0.6621 0.6898 0.7180 0.7466 0.7757 0.8053 0.8354 0.8662 0.8979 0.9306 0.9645 1.0000 Hrad: 0.0273 0.0549 0.0793 0.1043 0.1392 0.1742 0.2076 0.2396 0.2703 0.2999 0.3285 0.3561 0.3828 0.4087 0.4339 0.4584 0.4822 0.5055 0.5266 0.5454 0.5597 0.5734 0.5866 0.5972 0.6054 0.6140 0.6282 0.6434 0.6596 0.6761 0.6922 0.7089 0.7261 0.7437 0.7617 0.7800 0.7986 0.8174 0.8345 0.8495 0.8648 0.8805 0.8966 0.9129 0.9283 0.9309 0.9350 0.9404 0.9692 1.0000 Width: 0.1175 0.1616 0.2057 0.2458 0.2610 0.2720 0.2830 0.2941 0.3051 0.3161 0.3271 0.3381 0.3491 0.3601 0.3711 0.3821 0.3931 0.4042 0.4217 0.4437 0.4686 0.4935 0.5184 0.5536 0.5972 0.6345 0.6429 0.6514 0.6598 0.6684 0.6779 0.6874 0.6970 0.7065 0.7160 0.7255 0.7350 0.7445 0.7556 0.7687 0.7819 0.7950 0.8082 0.8213 0.8355 0.8613 0.8870 0.9128 0.9549 1.0000 Transect L374_SF Area: 0.0008 0.0029 0.0063 0.0113 0.0187 0.0270 0.0362 0.0461 0.0567 0.0685 0.0809 0.0934 0.1063 0.1196 0.1334 0.1479 0.1629 0.1786 0.1951 0.2123 0.2304 0.2491 0.2679 0.2868 0.3059 0.3250 0.3442 0.3636 0.3841 0.4075 0.4326 0.4583 0.4847 0.5120 0.5398 0.5678 0.5958 0.6240 0.6541 0.6847 0.7156 0.7467 0.7779 0.8093 0.8408 0.8724 0.9041 0.9360 0.9679 1.0000 Hrad: 0.0171 0.0356 0.0535 0.0691 0.0850 0.1052 0.1269 0.1488 0.1708 0.1802 0.2090 0.2372 0.2609 0.2840 0.3116 0.3389 0.3649 0.3897 0.4133 0.4358 0.4574 0.4264 0.4562 0.4858 0.5152 100 Year SWMM Results 0.5445 0.5736 0.6025 0.6225 0.5671 0.5895 0.6116 0.6278 0.5931 0.6229 0.6526 0.6822 0.7116 0.6896 0.7160 0.7422 0.7693 0.7985 0.8276 0.8566 0.8854 0.9142 0.9429 0.9715 1.0000 Width: 0.0475 0.0832 0.1255 0.2011 0.2455 0.2730 0.2975 0.3194 0.3395 0.3807 0.3875 0.3944 0.4080 0.4217 0.4388 0.4584 0.4780 0.5000 0.5252 0.5491 0.5736 0.5845 0.5877 0.5908 0.5940 0.5972 0.6003 0.6149 0.6714 0.7733 0.7915 0.8097 0.8347 0.8638 0.8671 0.8704 0.8736 0.9054 0.9490 0.9567 0.9645 0.9709 0.9745 0.9782 0.9818 0.9855 0.9891 0.9927 0.9964 1.0000 Transect L375_SF Area: 0.0013 0.0032 0.0058 0.0090 0.0129 0.0177 0.0232 0.0296 0.0367 0.0444 0.0536 0.0640 0.0752 0.0872 0.1000 0.1145 0.1320 0.1496 0.1674 0.1852 0.2032 0.2212 0.2393 0.2575 0.2762 0.2959 0.3166 0.3384 0.3617 0.3869 0.4124 0.4383 0.4644 0.4908 0.5174 0.5443 0.5718 0.5998 0.6285 0.6583 0.6894 0.7215 0.7545 0.7881 0.8224 0.8572 0.8924 0.9278 0.9636 1.0000 Hrad: 0.0287 0.0516 0.0746 0.0931 0.1087 0.1259 0.1433 0.1609 0.1806 0.1985 0.1983 0.2168 0.2371 0.2570 0.2772 0.2493 0.2742 0.3093 0.3443 0.3792 0.4138 0.4483 0.4827 0.5169 0.5492 0.5731 0.5955 0.6148 0.6174 0.5585 0.5880 0.6173 0.6474 0.6775 0.7073 0.7346 0.7543 0.7734 0.7897 0.7884 0.7978 0.8107 0.8294 0.8496 0.8700 0.8975 0.9258 0.9539 0.9774 1.0000 Width: 0.0444 0.0627 0.0782 0.0966 0.1191 0.1405 0.1622 0.1838 0.2029 0.2238 0.2702 0.2952 0.3171 0.3394 0.3609 0.4592 0.4814 0.4838 0.4861 0.4885 0.4908 0.4931 0.4955 0.4992 0.5231 0.5529 0.5808 0.6128 0.6807 0.6926 100 Year SWMM Results 0.7012 0.7097 0.7170 0.7242 0.7313 0.7407 0.7577 0.7753 0.7958 0.8348 0.8641 0.8900 0.9097 0.9277 0.9453 0.9551 0.9638 0.9726 0.9860 1.0000 Transect L380_SF Area: 0.0006 0.0054 0.0144 0.0271 0.0413 0.0560 0.0713 0.0869 0.1029 0.1193 0.1358 0.1526 0.1694 0.1864 0.2035 0.2208 0.2384 0.2561 0.2745 0.2936 0.3132 0.3331 0.3532 0.3740 0.3951 0.4166 0.4384 0.4604 0.4827 0.5053 0.5281 0.5510 0.5742 0.5976 0.6213 0.6453 0.6695 0.6939 0.7185 0.7433 0.7682 0.7932 0.8185 0.8439 0.8694 0.8952 0.9211 0.9472 0.9735 1.0000 Hrad: 0.0104 0.0190 0.0339 0.0523 0.0733 0.0958 0.1187 0.1415 0.1632 0.1861 0.2096 0.2336 0.2575 0.2809 0.3047 0.3282 0.3515 0.3740 0.3857 0.4023 0.4228 0.4433 0.4635 0.4791 0.4999 0.5168 0.5379 0.5578 0.5781 0.5987 0.6206 0.6408 0.6611 0.6832 0.6981 0.7172 0.7388 0.7605 0.7798 0.8008 0.8239 0.8421 0.8615 0.8830 0.9026 0.9212 0.9439 0.9593 0.9782 1.0000 Width: 0.0631 0.2744 0.4380 0.5043 0.5456 0.5667 0.5820 0.5951 0.6109 0.6206 0.6276 0.6322 0.6370 0.6423 0.6497 0.6570 0.6650 0.6760 0.7089 0.7298 0.7435 0.7552 0.7673 0.7888 0.8019 0.8166 0.8258 0.8365 0.8459 0.8543 0.8615 0.8701 0.8781 0.8837 0.8989 0.9088 0.9154 0.9223 0.9311 0.9367 0.9398 0.9482 0.9553 0.9601 0.9668 0.9745 0.9779 0.9885 0.9957 1.0000 Transect L382_SF Area: 0.0035 0.0131 0.0257 0.0416 0.0579 0.0745 0.0913 0.1084 0.1257 0.1433 0.1611 0.1792 0.1976 0.2163 0.2354 0.2547 0.2744 0.2945 0.3146 0.3349 0.3554 0.3759 0.3965 0.4173 0.4381 100 Year SWMM Results 0.4591 0.4802 0.5014 0.5227 0.5441 0.5656 0.5873 0.6090 0.6309 0.6528 0.6749 0.6971 0.7195 0.7420 0.7646 0.7874 0.8104 0.8335 0.8568 0.8802 0.9037 0.9274 0.9513 0.9753 1.0000 Hrad: 0.0124 0.0313 0.0468 0.0677 0.0928 0.1175 0.1419 0.1659 0.1896 0.2130 0.2361 0.2584 0.2798 0.3010 0.3218 0.3424 0.3627 0.3838 0.4077 0.4315 0.4551 0.4787 0.5021 0.5253 0.5485 0.5715 0.5944 0.6172 0.6399 0.6624 0.6849 0.7072 0.7295 0.7519 0.7742 0.7965 0.8173 0.8379 0.8584 0.8788 0.8992 0.9194 0.9395 0.9596 0.9795 0.9994 1.0192 1.0389 1.0585 1.0000 Width: 0.2877 0.4238 0.5575 0.6196 0.6291 0.6386 0.6481 0.6576 0.6671 0.6766 0.6861 0.6969 0.7093 0.7218 0.7343 0.7467 0.7592 0.7696 0.7739 0.7782 0.7824 0.7867 0.7909 0.7952 0.7995 0.8037 0.8080 0.8123 0.8165 0.8208 0.8251 0.8293 0.8336 0.8378 0.8420 0.8461 0.8517 0.8575 0.8632 0.8690 0.8747 0.8805 0.8862 0.8920 0.8977 0.9035 0.9092 0.9149 0.9207 1.0000 Transect L384_SF Area: 0.0015 0.0049 0.0092 0.0143 0.0202 0.0266 0.0336 0.0411 0.0493 0.0580 0.0673 0.0774 0.0883 0.1002 0.1130 0.1273 0.1431 0.1603 0.1789 0.1992 0.2211 0.2434 0.2660 0.2888 0.3119 0.3352 0.3588 0.3827 0.4068 0.4312 0.4559 0.4808 0.5060 0.5315 0.5572 0.5831 0.6095 0.6362 0.6633 0.6907 0.7186 0.7468 0.7754 0.8044 0.8339 0.8644 0.8959 0.9285 0.9622 1.0000 Hrad: 0.0197 0.0504 0.0774 0.1023 0.1297 0.1561 0.1815 0.2059 0.2298 0.2531 0.2755 0.2903 0.3045 0.3195 0.3307 0.3331 0.3406 0.3524 0.3638 0.3686 0.3927 0.4272 0.4614 0.4952 0.5287 0.5619 0.5947 0.6273 0.6596 0.6917 100 Year SWMM Results 0.7234 0.7549 0.7862 0.8172 0.8480 0.8774 0.9038 0.9301 0.9561 0.9820 1.0077 1.0332 1.0586 1.0839 1.0933 1.0957 1.1010 1.1016 1.1034 1.0000 Width: 0.0759 0.0985 0.1195 0.1404 0.1558 0.1706 0.1854 0.2002 0.2149 0.2297 0.2449 0.2671 0.2907 0.3143 0.3425 0.3830 0.4211 0.4559 0.4929 0.5419 0.5644 0.5711 0.5778 0.5845 0.5912 0.5979 0.6045 0.6112 0.6179 0.6246 0.6313 0.6380 0.6447 0.6513 0.6580 0.6656 0.6753 0.6850 0.6946 0.7043 0.7140 0.7237 0.7334 0.7431 0.7636 0.7898 0.8143 0.8432 0.8720 1.0000 Transect L386_SF Area: 0.0006 0.0023 0.0052 0.0089 0.0134 0.0187 0.0247 0.0313 0.0384 0.0461 0.0542 0.0628 0.0726 0.0838 0.0960 0.1090 0.1227 0.1369 0.1516 0.1668 0.1825 0.1987 0.2157 0.2337 0.2527 0.2727 0.2932 0.3143 0.3359 0.3581 0.3811 0.4054 0.4312 0.4582 0.4864 0.5159 0.5467 0.5781 0.6100 0.6423 0.6750 0.7081 0.7417 0.7757 0.8105 0.8464 0.8834 0.9214 0.9602 1.0000 Hrad: 0.0218 0.0435 0.0675 0.0938 0.1186 0.1425 0.1690 0.1979 0.2257 0.2527 0.2790 0.3047 0.2909 0.3102 0.3298 0.3505 0.3801 0.4091 0.4375 0.4655 0.4931 0.5196 0.5322 0.5458 0.5602 0.5815 0.6082 0.6345 0.6606 0.6865 0.6967 0.6977 0.7052 0.7176 0.7308 0.7391 0.7570 0.7897 0.8220 0.8540 0.8858 0.9172 0.9484 0.9766 0.9893 1.0026 1.0179 1.0365 1.0552 1.0000 Width: 0.0267 0.0533 0.0769 0.0951 0.1132 0.1314 0.1465 0.1583 0.1701 0.1819 0.1936 0.2054 0.2493 0.2700 0.2908 0.3107 0.3224 0.3341 0.3457 0.3574 0.3691 0.3813 0.4042 0.4271 0.4501 0.4678 0.4808 0.4939 0.5070 0.5200 0.5455 0.5798 0.6104 0.6376 0.6648 100 Year SWMM Results 0.6975 0.7218 0.7315 0.7413 0.7511 0.7608 0.7706 0.7803 0.7924 0.8175 0.8426 0.8664 0.8874 0.9085 1.0000 Transect L386_SF2 Area: 0.0012 0.0059 0.0117 0.0197 0.0294 0.0400 0.0551 0.0710 0.0876 0.1047 0.1225 0.1407 0.1594 0.1785 0.1978 0.2174 0.2371 0.2571 0.2772 0.2975 0.3181 0.3388 0.3597 0.3808 0.4022 0.4239 0.4459 0.4681 0.4906 0.5133 0.5362 0.5592 0.5823 0.6056 0.6290 0.6526 0.6763 0.7002 0.7242 0.7484 0.7727 0.7972 0.8218 0.8467 0.8717 0.8970 0.9224 0.9481 0.9739 1.0000 Hrad: 0.0136 0.0297 0.0503 0.0568 0.0802 0.0925 0.0953 0.1191 0.1408 0.1618 0.1842 0.2063 0.2279 0.2496 0.2737 0.2975 0.3211 0.3444 0.3675 0.3903 0.4129 0.4353 0.4568 0.4772 0.4973 0.5172 0.5370 0.5565 0.5767 0.5986 0.6206 0.6425 0.6642 0.6859 0.7073 0.7287 0.7499 0.7709 0.7919 0.8127 0.8334 0.8534 0.8721 0.8907 0.9092 0.9276 0.9458 0.9640 0.9820 1.0000 Width: 0.0938 0.2047 0.2531 0.3611 0.3819 0.4958 0.6013 0.6191 0.6447 0.6704 0.6880 0.7048 0.7216 0.7370 0.7443 0.7516 0.7589 0.7662 0.7735 0.7808 0.7880 0.7953 0.8040 0.8143 0.8246 0.8349 0.8451 0.8554 0.8645 0.8706 0.8764 0.8820 0.8877 0.8933 0.8989 0.9046 0.9102 0.9158 0.9214 0.9271 0.9327 0.9389 0.9465 0.9542 0.9618 0.9695 0.9771 0.9848 0.9924 1.0000 Transect L390_SF Area: 0.0007 0.0041 0.0116 0.0215 0.0331 0.0458 0.0596 0.0745 0.0901 0.1062 0.1227 0.1396 0.1569 0.1751 0.1938 0.2127 0.2319 0.2515 0.2715 0.2920 0.3128 0.3340 0.3554 0.3770 0.3988 0.4210 0.4435 0.4663 0.4893 0.5125 100 Year SWMM Results 0.5360 0.5597 0.5835 0.6074 0.6313 0.6553 0.6793 0.7033 0.7274 0.7517 0.7762 0.8008 0.8255 0.8502 0.8750 0.8998 0.9248 0.9498 0.9749 1.0000 Hrad: 0.0141 0.0194 0.0347 0.0520 0.0681 0.0881 0.1038 0.1215 0.1439 0.1638 0.1837 0.2064 0.2190 0.2383 0.2593 0.2805 0.3001 0.3203 0.3368 0.3551 0.3755 0.3947 0.4156 0.4372 0.4542 0.4732 0.4912 0.5117 0.5328 0.5530 0.5713 0.5903 0.6146 0.6388 0.6630 0.6872 0.7110 0.7348 0.7585 0.7757 0.7934 0.8165 0.8396 0.8631 0.8864 0.9089 0.9299 0.9533 0.9767 1.0000 Width: 0.0528 0.2483 0.3493 0.4280 0.4903 0.5215 0.5741 0.6137 0.6266 0.6483 0.6681 0.6768 0.7167 0.7352 0.7476 0.7587 0.7730 0.7856 0.8066 0.8227 0.8335 0.8465 0.8552 0.8624 0.8783 0.8901 0.9031 0.9115 0.9187 0.9269 0.9384 0.9482 0.9496 0.9509 0.9523 0.9536 0.9554 0.9573 0.9591 0.9691 0.9783 0.9808 0.9832 0.9852 0.9871 0.9901 0.9945 0.9963 0.9982 1.0000 Transect L400_SF Area: 0.0002 0.0019 0.0043 0.0077 0.0128 0.0210 0.0313 0.0432 0.0573 0.0724 0.0883 0.1051 0.1224 0.1400 0.1577 0.1757 0.1942 0.2133 0.2327 0.2529 0.2737 0.2950 0.3168 0.3390 0.3621 0.3855 0.4091 0.4330 0.4573 0.4818 0.5066 0.5317 0.5569 0.5822 0.6079 0.6339 0.6599 0.6859 0.7119 0.7380 0.7641 0.7902 0.8163 0.8425 0.8687 0.8949 0.9211 0.9474 0.9737 1.0000 Hrad: 0.0117 0.0218 0.0429 0.0588 0.0599 0.0683 0.0821 0.0977 0.1152 0.1331 0.1474 0.1585 0.1814 0.2036 0.2279 0.2498 0.2713 0.2928 0.3156 0.3319 0.3400 0.3524 0.3760 0.3826 0.4045 0.4298 0.4547 0.4793 0.5036 0.5275 0.5511 0.5747 0.5983 0.6219 0.6445 100 Year SWMM Results 0.6676 0.6910 0.7144 0.7380 0.7617 0.7854 0.8092 0.8331 0.8570 0.8810 0.9050 0.9290 0.9531 0.9772 1.0000 Width: 0.0163 0.0833 0.1041 0.1499 0.2512 0.3595 0.4076 0.5066 0.5607 0.5849 0.6135 0.6459 0.6573 0.6695 0.6741 0.6902 0.7080 0.7279 0.7408 0.7824 0.7889 0.8202 0.8253 0.8671 0.8782 0.8877 0.8972 0.9131 0.9176 0.9326 0.9429 0.9508 0.9542 0.9584 0.9781 0.9819 0.9826 0.9834 0.9843 0.9852 0.9861 0.9869 0.9878 0.9887 0.9896 0.9905 0.9914 0.9923 0.9932 1.0000 Transect L401_SF Area: 0.0011 0.0034 0.0062 0.0091 0.0124 0.0161 0.0214 0.0281 0.0363 0.0455 0.0570 0.0706 0.0855 0.1012 0.1178 0.1351 0.1526 0.1703 0.1883 0.2064 0.2247 0.2433 0.2621 0.2813 0.3006 0.3206 0.3421 0.3640 0.3862 0.4086 0.4318 0.4557 0.4806 0.5065 0.5332 0.5605 0.5886 0.6181 0.6488 0.6799 0.7115 0.7432 0.7750 0.8069 0.8389 0.8709 0.9031 0.9353 0.9676 1.0000 Hrad: 0.0198 0.0423 0.0701 0.0961 0.1208 0.1418 0.1524 0.1614 0.1710 0.1818 0.1844 0.1918 0.2066 0.2230 0.2394 0.2522 0.2812 0.3105 0.3395 0.3683 0.3963 0.4222 0.4479 0.4751 0.5020 0.5276 0.5098 0.5365 0.5631 0.5895 0.6146 0.6389 0.6284 0.6537 0.6780 0.7017 0.7246 0.7459 0.7665 0.7873 0.7289 0.7596 0.7902 0.8207 0.8508 0.8808 0.9107 0.9406 0.9703 1.0000 Width: 0.0562 0.0809 0.0882 0.0953 0.1024 0.1409 0.1886 0.2219 0.2686 0.3050 0.3876 0.4473 0.4721 0.4974 0.5242 0.5365 0.5436 0.5495 0.5554 0.5613 0.5678 0.5771 0.5862 0.5929 0.5998 0.6487 0.6721 0.6796 0.6869 0.6942 0.7271 0.7485 0.7854 0.8097 0.8331 0.8518 0.8813 0.9390 0.9522 0.9654 100 Year SWMM Results 0.9772 0.9795 0.9817 0.9839 0.9866 0.9893 0.9919 0.9946 0.9973 1.0000 Transect L414_SF Area: 0.0007 0.0019 0.0034 0.0051 0.0069 0.0089 0.0111 0.0137 0.0169 0.0205 0.0248 0.0293 0.0340 0.0412 0.0507 0.0623 0.0754 0.0902 0.1069 0.1253 0.1448 0.1647 0.1848 0.2053 0.2265 0.2501 0.2743 0.2994 0.3261 0.3538 0.3819 0.4106 0.4414 0.4735 0.5062 0.5390 0.5718 0.6046 0.6375 0.6703 0.7032 0.7361 0.7690 0.8019 0.8349 0.8679 0.9009 0.9339 0.9669 1.0000 Hrad: 0.0237 0.0480 0.0712 0.0931 0.1178 0.1412 0.1626 0.1741 0.1611 0.1774 0.1825 0.2091 0.2253 0.1865 0.2037 0.2153 0.2284 0.2341 0.2227 0.2452 0.2464 0.2782 0.3095 0.3403 0.3693 0.3943 0.4202 0.4449 0.4683 0.4898 0.5142 0.5381 0.5530 0.5738 0.5961 0.6201 0.6450 0.6705 0.6964 0.7228 0.7496 0.7766 0.8040 0.8315 0.8592 0.8871 0.9152 0.9433 0.9716 1.0000 Width: 0.0309 0.0401 0.0472 0.0539 0.0582 0.0625 0.0696 0.0893 0.1041 0.1163 0.1348 0.1391 0.1637 0.2644 0.3169 0.3825 0.4231 0.4770 0.5291 0.5770 0.5967 0.6040 0.6145 0.6249 0.6860 0.7248 0.7395 0.7922 0.8226 0.8454 0.8528 0.8935 0.9592 0.9808 0.9908 0.9914 0.9920 0.9926 0.9933 0.9939 0.9945 0.9951 0.9957 0.9963 0.9969 0.9975 0.9982 0.9988 0.9994 1.0000 Transect L444_SF Area: 0.0016 0.0051 0.0093 0.0142 0.0198 0.0262 0.0334 0.0411 0.0495 0.0585 0.0690 0.0821 0.0971 0.1126 0.1285 0.1456 0.1634 0.1824 0.2021 0.2226 0.2439 0.2662 0.2892 0.3127 0.3366 0.3612 0.3861 0.4112 0.4365 0.4619 0.4874 0.5129 0.5385 0.5642 0.5900 100 Year SWMM Results 0.6159 0.6418 0.6678 0.6941 0.7206 0.7475 0.7747 0.8021 0.8296 0.8572 0.8851 0.9134 0.9421 0.9709 1.0000 Hrad: 0.0218 0.0426 0.0656 0.0872 0.1113 0.1353 0.1589 0.1826 0.1925 0.2196 0.2388 0.2526 0.2664 0.2837 0.3004 0.3177 0.3345 0.3503 0.3683 0.3835 0.3997 0.4128 0.4305 0.4492 0.4687 0.4863 0.5082 0.5302 0.5525 0.5760 0.5997 0.6234 0.6471 0.6709 0.6947 0.7185 0.7423 0.7641 0.7840 0.8035 0.8222 0.8418 0.8637 0.8855 0.9073 0.9288 0.9387 0.9592 0.9797 1.0000 Width: 0.0830 0.1323 0.1574 0.1815 0.1971 0.2382 0.2564 0.2678 0.3025 0.3163 0.3995 0.5008 0.5240 0.5374 0.5734 0.5987 0.6293 0.6647 0.6846 0.7217 0.7442 0.7778 0.7976 0.8139 0.8285 0.8508 0.8573 0.8638 0.8699 0.8724 0.8749 0.8775 0.8800 0.8825 0.8850 0.8876 0.8901 0.8963 0.9058 0.9156 0.9267 0.9362 0.9413 0.9464 0.9515 0.9567 0.9802 0.9868 0.9934 1.0000 Transect L450_SF Area: 0.0010 0.0030 0.0056 0.0099 0.0159 0.0230 0.0312 0.0399 0.0491 0.0591 0.0702 0.0820 0.0945 0.1080 0.1222 0.1375 0.1532 0.1696 0.1869 0.2046 0.2233 0.2429 0.2629 0.2835 0.3048 0.3266 0.3494 0.3730 0.3970 0.4212 0.4458 0.4706 0.4957 0.5211 0.5468 0.5737 0.6009 0.6283 0.6560 0.6841 0.7128 0.7425 0.7728 0.8037 0.8351 0.8672 0.9002 0.9333 0.9666 1.0000 Hrad: 0.0220 0.0445 0.0666 0.0708 0.0785 0.0993 0.1227 0.1507 0.1734 0.1878 0.2032 0.2260 0.2392 0.2620 0.2770 0.2963 0.3214 0.3426 0.3571 0.3842 0.3955 0.4094 0.4393 0.4522 0.4769 0.4876 0.5008 0.5251 0.5507 0.5778 0.6047 0.6315 0.6576 0.6827 0.7063 0.7094 0.7362 0.7628 0.7892 0.8152 100 Year SWMM Results 0.8404 0.8267 0.8440 0.8642 0.8840 0.8908 0.9113 0.9410 0.9705 1.0000 Width: 0.0475 0.0671 0.0932 0.1570 0.2030 0.2313 0.2547 0.2652 0.2831 0.3151 0.3455 0.3631 0.3953 0.4125 0.4415 0.4641 0.4769 0.5068 0.5236 0.5360 0.5764 0.5936 0.5987 0.6273 0.6393 0.6702 0.6979 0.7106 0.7211 0.7293 0.7375 0.7456 0.7540 0.7636 0.7745 0.8090 0.8165 0.8240 0.8316 0.8452 0.8702 0.8984 0.9160 0.9304 0.9450 0.9739 0.9881 0.9921 0.9960 1.0000 Transect L452_SF Area: 0.0017 0.0038 0.0064 0.0094 0.0128 0.0168 0.0216 0.0270 0.0327 0.0388 0.0452 0.0520 0.0590 0.0664 0.0741 0.0823 0.0911 0.1005 0.1104 0.1210 0.1321 0.1437 0.1557 0.1681 0.1810 0.1944 0.2084 0.2239 0.2458 0.2699 0.2950 0.3214 0.3498 0.3799 0.4116 0.4462 0.4824 0.5192 0.5565 0.5943 0.6325 0.6721 0.7124 0.7530 0.7937 0.8346 0.8757 0.9169 0.9584 1.0000 Hrad: 0.0347 0.0646 0.0912 0.1159 0.1387 0.1510 0.1655 0.1895 0.2170 0.2436 0.2694 0.2945 0.3191 0.3432 0.3651 0.3786 0.3919 0.4059 0.4206 0.4386 0.4757 0.5116 0.5459 0.5788 0.6104 0.6409 0.6692 0.6919 0.6887 0.6915 0.6976 0.7025 0.7083 0.7153 0.7214 0.7230 0.7346 0.7484 0.7645 0.7821 0.8008 0.8133 0.8340 0.8559 0.8785 0.9019 0.9258 0.9502 0.9749 1.0000 Width: 0.0466 0.0566 0.0666 0.0767 0.0871 0.1051 0.1230 0.1342 0.1420 0.1498 0.1576 0.1653 0.1731 0.1809 0.1897 0.2033 0.2176 0.2319 0.2462 0.2603 0.2714 0.2824 0.2934 0.3043 0.3153 0.3263 0.3448 0.4524 0.5611 0.5906 0.6145 0.6584 0.7011 0.7395 0.7841 0.8605 0.8751 0.8895 0.9003 0.9111 0.9219 0.9656 0.9699 0.9742 0.9785 100 Year SWMM Results 0.9828 0.9871 0.9914 0.9957 1.0000 Transect L482_SF Area: 0.0007 0.0023 0.0045 0.0073 0.0112 0.0167 0.0233 0.0308 0.0395 0.0503 0.0624 0.0747 0.0873 0.1002 0.1132 0.1273 0.1433 0.1601 0.1779 0.1984 0.2199 0.2431 0.2672 0.2918 0.3167 0.3417 0.3669 0.3923 0.4178 0.4434 0.4692 0.4952 0.5215 0.5481 0.5749 0.6019 0.6292 0.6567 0.6844 0.7123 0.7405 0.7688 0.7973 0.8259 0.8547 0.8835 0.9125 0.9415 0.9707 1.0000 Hrad: 0.0155 0.0352 0.0541 0.0690 0.0726 0.0819 0.1014 0.1154 0.1255 0.1303 0.1537 0.1810 0.2070 0.2325 0.2575 0.2483 0.2618 0.2788 0.2773 0.2836 0.2966 0.3061 0.3290 0.3531 0.3790 0.4063 0.4334 0.4603 0.4870 0.5135 0.5389 0.5626 0.5861 0.6095 0.6335 0.6572 0.6808 0.7043 0.7280 0.7515 0.7749 0.7981 0.8236 0.8491 0.8746 0.8999 0.9251 0.9502 0.9752 1.0000 Width: 0.0433 0.0662 0.0861 0.1091 0.1596 0.2107 0.2371 0.2751 0.3249 0.3980 0.4181 0.4246 0.4331 0.4417 0.4502 0.5250 0.5598 0.5871 0.6556 0.7151 0.7574 0.8112 0.8290 0.8427 0.8513 0.8563 0.8612 0.8661 0.8710 0.8759 0.8826 0.8916 0.9007 0.9096 0.9174 0.9251 0.9329 0.9406 0.9477 0.9548 0.9619 0.9690 0.9732 0.9770 0.9808 0.9847 0.9885 0.9923 0.9962 1.0000 Transect L508_SF Area: 0.0010 0.0034 0.0074 0.0127 0.0196 0.0285 0.0397 0.0546 0.0702 0.0862 0.1025 0.1191 0.1361 0.1534 0.1712 0.1893 0.2079 0.2272 0.2472 0.2678 0.2887 0.3099 0.3315 0.3534 0.3756 0.3981 0.4210 0.4442 0.4677 0.4915 0.5156 0.5399 0.5643 0.5888 0.6134 0.6380 0.6627 0.6876 0.7125 0.7375 100 Year SWMM Results 0.7627 0.7881 0.8137 0.8395 0.8655 0.8918 0.9183 0.9452 0.9724 1.0000 Hrad: 0.0086 0.0194 0.0329 0.0475 0.0591 0.0716 0.0731 0.0922 0.1199 0.1472 0.1741 0.2008 0.2271 0.2525 0.2773 0.3014 0.3255 0.3498 0.3731 0.3967 0.4203 0.4433 0.4659 0.4881 0.5098 0.5312 0.5520 0.5723 0.5923 0.6120 0.6315 0.6514 0.6720 0.6926 0.7132 0.7337 0.7542 0.7747 0.7951 0.8151 0.8348 0.8545 0.8739 0.8930 0.9118 0.9304 0.9485 0.9663 0.9834 1.0000 Width: 0.0569 0.1145 0.1675 0.2160 0.2827 0.3512 0.4824 0.5527 0.5660 0.5791 0.5918 0.6034 0.6151 0.6289 0.6430 0.6579 0.6811 0.7053 0.7287 0.7444 0.7563 0.7681 0.7799 0.7915 0.8032 0.8148 0.8260 0.8376 0.8492 0.8605 0.8684 0.8745 0.8774 0.8803 0.8833 0.8862 0.8891 0.8921 0.8954 0.9019 0.9083 0.9148 0.9214 0.9299 0.9383 0.9468 0.9580 0.9694 0.9838 1.0000 Transect L510_SF Area: 0.0002 0.0010 0.0022 0.0039 0.0061 0.0088 0.0117 0.0151 0.0187 0.0228 0.0272 0.0324 0.0386 0.0458 0.0539 0.0628 0.0725 0.0830 0.0944 0.1066 0.1198 0.1339 0.1490 0.1653 0.1828 0.2016 0.2217 0.2436 0.2675 0.2943 0.3229 0.3540 0.3890 0.4241 0.4592 0.4944 0.5298 0.5652 0.6007 0.6363 0.6719 0.7077 0.7435 0.7794 0.8156 0.8520 0.8886 0.9255 0.9626 1.0000 Hrad: 0.0261 0.0522 0.0783 0.1043 0.1304 0.1624 0.1941 0.2247 0.2538 0.2820 0.3098 0.3311 0.3456 0.3559 0.3656 0.3824 0.3988 0.4141 0.4288 0.4426 0.4557 0.4678 0.4797 0.4873 0.4938 0.5012 0.5098 0.5147 0.5149 0.5046 0.5011 0.4507 0.4218 0.4570 0.4921 0.5271 0.5621 0.5969 0.6317 0.6663 0.7009 0.7354 0.7698 0.8036 0.8368 100 Year SWMM Results 0.8699 0.9027 0.9354 0.9678 1.0000 Width: 0.0131 0.0261 0.0392 0.0523 0.0653 0.0751 0.0842 0.0934 0.1028 0.1124 0.1252 0.1519 0.1786 0.2053 0.2270 0.2486 0.2705 0.2923 0.3142 0.3379 0.3633 0.3907 0.4182 0.4503 0.4841 0.5191 0.5581 0.6101 0.6655 0.7410 0.7854 0.9201 0.9346 0.9369 0.9392 0.9414 0.9437 0.9460 0.9482 0.9505 0.9528 0.9550 0.9573 0.9618 0.9682 0.9745 0.9809 0.9873 0.9936 1.0000 Transect L516_SF Area: 0.0013 0.0032 0.0057 0.0092 0.0151 0.0227 0.0321 0.0434 0.0555 0.0685 0.0823 0.0967 0.1117 0.1274 0.1435 0.1601 0.1771 0.1945 0.2124 0.2309 0.2502 0.2701 0.2908 0.3122 0.3344 0.3570 0.3801 0.4035 0.4273 0.4517 0.4768 0.5028 0.5297 0.5568 0.5840 0.6112 0.6384 0.6657 0.6931 0.7205 0.7480 0.7756 0.8032 0.8308 0.8586 0.8865 0.9146 0.9429 0.9714 1.0000 Hrad: 0.0236 0.0429 0.0604 0.0740 0.0795 0.0896 0.0967 0.1102 0.1318 0.1527 0.1752 0.1982 0.2206 0.2423 0.2665 0.2900 0.3131 0.3357 0.3520 0.3673 0.3823 0.3970 0.4114 0.4253 0.4396 0.4602 0.4808 0.5012 0.5177 0.5318 0.5422 0.5464 0.5634 0.5901 0.6168 0.6434 0.6699 0.6963 0.7227 0.7489 0.7750 0.8011 0.8271 0.8529 0.8779 0.9027 0.9272 0.9517 0.9759 1.0000 Width: 0.0562 0.0773 0.0983 0.1718 0.2359 0.2930 0.3655 0.4089 0.4376 0.4658 0.4904 0.5131 0.5346 0.5561 0.5705 0.5849 0.5987 0.6113 0.6343 0.6585 0.6829 0.7076 0.7327 0.7583 0.7833 0.7971 0.8093 0.8216 0.8392 0.8606 0.8877 0.9249 0.9427 0.9446 0.9466 0.9485 0.9505 0.9525 0.9544 0.9564 0.9583 0.9603 0.9623 0.9642 0.9701 0.9761 0.9821 0.9880 0.9940 1.0000 100 Year SWMM Results Transect L516_SF2 Area: 0.0008 0.0026 0.0051 0.0084 0.0134 0.0196 0.0270 0.0363 0.0475 0.0605 0.0751 0.0914 0.1096 0.1296 0.1506 0.1717 0.1929 0.2142 0.2357 0.2572 0.2790 0.3010 0.3232 0.3456 0.3682 0.3911 0.4141 0.4374 0.4608 0.4845 0.5085 0.5327 0.5571 0.5818 0.6068 0.6319 0.6572 0.6825 0.7081 0.7337 0.7595 0.7854 0.8116 0.8379 0.8645 0.8912 0.9181 0.9452 0.9725 1.0000 Hrad: 0.0148 0.0335 0.0512 0.0649 0.0710 0.0895 0.1056 0.1193 0.1311 0.1433 0.1534 0.1613 0.1665 0.1773 0.1973 0.2238 0.2502 0.2764 0.3026 0.3278 0.3519 0.3758 0.3995 0.4233 0.4470 0.4705 0.4938 0.5168 0.5390 0.5610 0.5829 0.6043 0.6255 0.6465 0.6684 0.6924 0.7162 0.7399 0.7635 0.7870 0.8105 0.8320 0.8534 0.8746 0.8957 0.9167 0.9377 0.9586 0.9793 1.0000 Width: 0.0524 0.0779 0.1030 0.1493 0.2091 0.2352 0.3098 0.3693 0.4408 0.5007 0.5582 0.6218 0.6953 0.7487 0.7632 0.7671 0.7711 0.7751 0.7791 0.7848 0.7929 0.8010 0.8090 0.8167 0.8240 0.8313 0.8386 0.8464 0.8551 0.8638 0.8725 0.8816 0.8908 0.9001 0.9079 0.9128 0.9176 0.9225 0.9274 0.9323 0.9372 0.9440 0.9511 0.9581 0.9651 0.9721 0.9791 0.9861 0.9930 1.0000 Transect L520_SF Area: 0.0006 0.0023 0.0050 0.0084 0.0134 0.0222 0.0342 0.0481 0.0635 0.0794 0.0969 0.1158 0.1359 0.1569 0.1789 0.2022 0.2254 0.2487 0.2720 0.2952 0.3185 0.3419 0.3652 0.3885 0.4119 0.4352 0.4586 0.4820 0.5054 0.5288 0.5523 0.5757 0.5992 0.6226 0.6461 0.6696 0.6931 0.7167 0.7402 0.7637 0.7873 0.8109 0.8345 0.8581 0.8817 100 Year SWMM Results 0.9053 0.9290 0.9526 0.9763 1.0000 Hrad: 0.0120 0.0247 0.0389 0.0551 0.0647 0.0500 0.0662 0.0795 0.0962 0.1166 0.1362 0.1538 0.1557 0.1745 0.1830 0.2066 0.2302 0.2538 0.2774 0.3009 0.3245 0.3480 0.3715 0.3950 0.4185 0.4419 0.4654 0.4888 0.5122 0.5356 0.5589 0.5823 0.6056 0.6290 0.6523 0.6756 0.6989 0.7221 0.7454 0.7686 0.7918 0.8150 0.8382 0.8613 0.8845 0.9076 0.9307 0.9538 0.9769 1.0000 Width: 0.0504 0.0952 0.1292 0.1524 0.2698 0.4716 0.5450 0.6358 0.6614 0.6915 0.7708 0.8240 0.8748 0.9012 0.9803 0.9809 0.9814 0.9820 0.9826 0.9831 0.9837 0.9843 0.9848 0.9854 0.9859 0.9865 0.9871 0.9876 0.9882 0.9888 0.9893 0.9899 0.9904 0.9910 0.9916 0.9921 0.9927 0.9933 0.9938 0.9944 0.9949 0.9955 0.9961 0.9966 0.9972 0.9978 0.9983 0.9989 0.9994 1.0000 Transect L525_SF Area: 0.0008 0.0024 0.0046 0.0073 0.0109 0.0152 0.0215 0.0296 0.0393 0.0513 0.0667 0.0850 0.1051 0.1259 0.1470 0.1684 0.1901 0.2119 0.2339 0.2561 0.2783 0.3007 0.3232 0.3458 0.3686 0.3919 0.4156 0.4395 0.4637 0.4881 0.5126 0.5374 0.5622 0.5871 0.6121 0.6372 0.6624 0.6876 0.7129 0.7384 0.7639 0.7896 0.8155 0.8415 0.8676 0.8938 0.9202 0.9467 0.9733 1.0000 Hrad: 0.0166 0.0342 0.0507 0.0651 0.0762 0.0870 0.0953 0.1054 0.1134 0.0989 0.1112 0.1210 0.1399 0.1649 0.1896 0.2148 0.2397 0.2643 0.2899 0.3155 0.3409 0.3661 0.3912 0.4161 0.4350 0.4543 0.4754 0.4966 0.5193 0.5419 0.5643 0.5880 0.6126 0.6371 0.6615 0.6857 0.7099 0.7339 0.7579 0.7809 0.8031 0.8252 0.8472 0.8690 0.8909 0.9130 0.9349 0.9567 0.9784 1.0000 100 Year SWMM Results Width: 0.0475 0.0715 0.0928 0.1160 0.1465 0.1798 0.2735 0.3320 0.3978 0.5330 0.6234 0.7219 0.7709 0.7828 0.7946 0.8029 0.8112 0.8196 0.8241 0.8283 0.8326 0.8368 0.8411 0.8453 0.8617 0.8768 0.8878 0.8984 0.9057 0.9129 0.9202 0.9250 0.9282 0.9313 0.9345 0.9377 0.9409 0.9441 0.9472 0.9514 0.9566 0.9617 0.9668 0.9719 0.9768 0.9814 0.9861 0.9907 0.9954 1.0000 Transect L540_SF Area: 0.0008 0.0022 0.0042 0.0087 0.0164 0.0275 0.0397 0.0527 0.0664 0.0810 0.0970 0.1144 0.1325 0.1510 0.1698 0.1898 0.2112 0.2326 0.2542 0.2757 0.2973 0.3190 0.3407 0.3624 0.3842 0.4061 0.4281 0.4503 0.4725 0.4948 0.5173 0.5399 0.5627 0.5858 0.6092 0.6331 0.6574 0.6819 0.7067 0.7316 0.7569 0.7826 0.8087 0.8351 0.8619 0.8890 0.9163 0.9440 0.9718 1.0000 Hrad: 0.0994 0.2023 0.2935 0.3005 0.3296 0.4065 0.5095 0.6248 0.7396 0.8292 0.8910 0.9949 1.1230 1.2554 1.3797 1.3739 1.5247 1.6750 1.8249 1.9742 2.1231 2.2715 2.4194 2.5668 0.5024 0.5280 0.5535 0.5788 0.6040 0.6290 0.6539 0.6782 0.6972 0.7160 0.7323 0.7452 0.7650 0.7864 0.8077 0.8289 0.8426 0.8563 0.8725 0.8887 0.9069 0.9252 0.9435 0.9625 0.9813 1.0000 Width: 0.0428 0.0606 0.0785 0.2212 0.3405 0.4113 0.4485 0.4731 0.4977 0.5364 0.5964 0.6298 0.6462 0.6585 0.6738 0.7564 0.7580 0.7597 0.7614 0.7630 0.7647 0.7663 0.7680 0.7696 0.7719 0.7759 0.7799 0.7840 0.7880 0.7921 0.7961 0.8007 0.8115 0.8223 0.8360 0.8535 0.8630 0.8704 0.8778 0.8852 0.9007 0.9161 0.9288 0.9415 0.9519 0.9620 0.9720 0.9814 0.9907 1.0000 100 Year SWMM Results Transect L600_SF Area: 0.0008 0.0038 0.0081 0.0149 0.0236 0.0334 0.0450 0.0587 0.0730 0.0877 0.1027 0.1181 0.1339 0.1502 0.1667 0.1835 0.2005 0.2178 0.2363 0.2559 0.2759 0.2964 0.3172 0.3383 0.3596 0.3812 0.4031 0.4255 0.4483 0.4714 0.4948 0.5185 0.5425 0.5669 0.5916 0.6168 0.6427 0.6690 0.6955 0.7223 0.7493 0.7764 0.8038 0.8312 0.8588 0.8866 0.9147 0.9429 0.9714 1.0000 Hrad: 0.0136 0.0309 0.0460 0.0568 0.0747 0.0951 0.0994 0.1179 0.1407 0.1652 0.1886 0.2127 0.2350 0.2576 0.2817 0.3065 0.3306 0.3466 0.3528 0.3719 0.3921 0.4104 0.4332 0.4562 0.4786 0.5001 0.5194 0.5384 0.5579 0.5797 0.6009 0.6206 0.6400 0.6595 0.6780 0.6957 0.7070 0.7290 0.7503 0.7723 0.7955 0.8187 0.8417 0.8650 0.8888 0.9104 0.9314 0.9532 0.9765 1.0000 Width: 0.0666 0.1228 0.1966 0.2809 0.3200 0.3669 0.4540 0.4935 0.5060 0.5182 0.5325 0.5436 0.5593 0.5733 0.5827 0.5894 0.5968 0.6248 0.6709 0.6909 0.7060 0.7237 0.7322 0.7398 0.7480 0.7581 0.7727 0.7879 0.8029 0.8120 0.8216 0.8331 0.8450 0.8565 0.8696 0.8843 0.9148 0.9221 0.9307 0.9383 0.9443 0.9502 0.9562 0.9615 0.9659 0.9741 0.9832 0.9909 0.9957 1.0000 Transect L620_SF Area: 0.0012 0.0074 0.0172 0.0293 0.0418 0.0553 0.0697 0.0848 0.1002 0.1158 0.1317 0.1480 0.1645 0.1813 0.1982 0.2156 0.2333 0.2514 0.2698 0.2896 0.3111 0.3340 0.3571 0.3802 0.4034 0.4266 0.4499 0.4731 0.4964 0.5198 0.5431 0.5665 0.5900 0.6134 0.6369 0.6604 0.6840 0.7077 0.7314 0.7552 0.7791 0.8030 0.8272 0.8517 0.8762 0.9008 0.9255 0.9503 0.9751 1.0000 100 Year SWMM Results Hrad: 0.0166 0.0295 0.0446 0.0706 0.0948 0.1189 0.1399 0.1663 0.1935 0.2203 0.2484 0.2763 0.3036 0.3304 0.3568 0.3822 0.4069 0.4310 0.4543 0.4742 0.4908 0.5057 0.5213 0.5375 0.5542 0.5712 0.5885 0.6060 0.6238 0.6417 0.6598 0.6779 0.6962 0.7145 0.7329 0.7513 0.7695 0.7878 0.8061 0.8243 0.8425 0.8607 0.8769 0.8946 0.9123 0.9299 0.9475 0.9650 0.9825 1.0000 Width: 0.1003 0.3169 0.4620 0.4949 0.5265 0.5549 0.5960 0.6118 0.6221 0.6325 0.6451 0.6585 0.6679 0.6766 0.6853 0.7077 0.7193 0.7309 0.7481 0.8316 0.8909 0.9270 0.9283 0.9295 0.9307 0.9319 0.9332 0.9344 0.9356 0.9369 0.9381 0.9393 0.9405 0.9418 0.9430 0.9452 0.9480 0.9507 0.9534 0.9562 0.9589 0.9616 0.9815 0.9841 0.9868 0.9894 0.9921 0.9947 0.9974 1.0000 Transect L626_SF Area: 0.0018 0.0051 0.0094 0.0146 0.0206 0.0273 0.0346 0.0424 0.0508 0.0597 0.0691 0.0791 0.0899 0.1013 0.1135 0.1265 0.1405 0.1555 0.1737 0.1963 0.2191 0.2421 0.2653 0.2887 0.3125 0.3366 0.3611 0.3860 0.4112 0.4367 0.4626 0.4887 0.5152 0.5419 0.5690 0.5963 0.6239 0.6518 0.6799 0.7083 0.7369 0.7657 0.7945 0.8235 0.8526 0.8818 0.9112 0.9407 0.9703 1.0000 Hrad: 0.0192 0.0389 0.0570 0.0751 0.0922 0.1124 0.1317 0.1503 0.1684 0.1861 0.2033 0.2182 0.2315 0.2448 0.2574 0.2676 0.2799 0.2815 0.2476 0.2697 0.2926 0.3158 0.3393 0.3609 0.3818 0.4027 0.4237 0.4450 0.4662 0.4873 0.5106 0.5381 0.5652 0.5921 0.6186 0.6448 0.6708 0.6966 0.7222 0.7476 0.7730 0.7984 0.8238 0.8491 0.8744 0.8997 0.9248 0.9500 0.9750 1.0000 Width: 100 Year SWMM Results 0.0921 0.1271 0.1600 0.1882 0.2163 0.2349 0.2532 0.2716 0.2898 0.3078 0.3258 0.3474 0.3717 0.3963 0.4223 0.4531 0.4810 0.5300 0.7555 0.7619 0.7683 0.7746 0.7810 0.7919 0.8042 0.8164 0.8285 0.8397 0.8509 0.8621 0.8729 0.8828 0.8927 0.9026 0.9125 0.9217 0.9308 0.9399 0.9490 0.9573 0.9615 0.9658 0.9701 0.9744 0.9786 0.9829 0.9872 0.9915 0.9957 1.0000 Transect L630_SF Area: 0.0024 0.0071 0.0126 0.0188 0.0269 0.0360 0.0466 0.0586 0.0715 0.0853 0.1003 0.1161 0.1327 0.1499 0.1682 0.1882 0.2087 0.2296 0.2507 0.2719 0.2932 0.3147 0.3362 0.3578 0.3795 0.4013 0.4232 0.4453 0.4674 0.4896 0.5119 0.5344 0.5572 0.5803 0.6037 0.6273 0.6511 0.6751 0.6994 0.7239 0.7496 0.7758 0.8023 0.8290 0.8560 0.8837 0.9121 0.9408 0.9700 1.0000 Hrad: 0.0177 0.0377 0.0588 0.0782 0.0891 0.1081 0.1229 0.1390 0.1558 0.1715 0.1877 0.2053 0.2226 0.2394 0.2530 0.2647 0.2829 0.3015 0.3225 0.3468 0.3711 0.3954 0.4196 0.4439 0.4681 0.4922 0.5163 0.5403 0.5643 0.5882 0.6120 0.6353 0.6584 0.6813 0.7039 0.7264 0.7488 0.7710 0.7930 0.8149 0.8324 0.8528 0.8730 0.8931 0.9124 0.9302 0.9486 0.9669 0.9849 1.0000 Width: 0.1229 0.1681 0.1917 0.2153 0.2836 0.3205 0.3724 0.4070 0.4367 0.4718 0.5087 0.5308 0.5529 0.5766 0.6178 0.6689 0.6780 0.6870 0.6936 0.6968 0.7000 0.7032 0.7064 0.7096 0.7128 0.7160 0.7192 0.7224 0.7255 0.7287 0.7339 0.7427 0.7514 0.7601 0.7688 0.7764 0.7839 0.7913 0.7988 0.8063 0.8532 0.8620 0.8707 0.8794 0.8947 0.9200 0.9351 0.9489 0.9643 1.0000 Transect L640_SF 100 Year SWMM Results Area: 0.0021 0.0057 0.0107 0.0168 0.0239 0.0317 0.0400 0.0489 0.0583 0.0682 0.0786 0.0895 0.1006 0.1122 0.1241 0.1363 0.1491 0.1627 0.1769 0.1917 0.2074 0.2240 0.2418 0.2603 0.2796 0.2993 0.3196 0.3404 0.3618 0.3836 0.4059 0.4286 0.4517 0.4752 0.4992 0.5237 0.5491 0.5763 0.6086 0.6418 0.6756 0.7098 0.7445 0.7797 0.8153 0.8513 0.8878 0.9247 0.9621 1.0000 Hrad: 0.0228 0.0436 0.0629 0.0836 0.1055 0.1277 0.1516 0.1745 0.1967 0.2181 0.2390 0.2624 0.2855 0.3080 0.3301 0.3500 0.3630 0.3763 0.3899 0.4027 0.4140 0.4186 0.4263 0.4426 0.4600 0.4795 0.4989 0.5180 0.5370 0.5564 0.5838 0.6105 0.6367 0.6623 0.6875 0.7166 0.7445 0.7682 0.7849 0.8028 0.8212 0.8402 0.8596 0.8793 0.8993 0.9194 0.9395 0.9597 0.9799 1.0000 Width: 0.0783 0.1132 0.1468 0.1739 0.1949 0.2130 0.2263 0.2396 0.2529 0.2662 0.2795 0.2890 0.2982 0.3073 0.3165 0.3274 0.3454 0.3634 0.3814 0.4003 0.4214 0.4508 0.4782 0.4958 0.5121 0.5257 0.5392 0.5528 0.5664 0.5798 0.5903 0.6009 0.6114 0.6220 0.6326 0.6552 0.6783 0.7924 0.8637 0.8779 0.8921 0.9051 0.9164 0.9278 0.9391 0.9505 0.9629 0.9753 0.9876 1.0000 Transect L648_SF Area: 0.0009 0.0034 0.0072 0.0118 0.0173 0.0238 0.0310 0.0388 0.0472 0.0563 0.0661 0.0764 0.0874 0.0989 0.1110 0.1237 0.1369 0.1507 0.1652 0.1805 0.1967 0.2137 0.2315 0.2499 0.2690 0.2887 0.3090 0.3300 0.3516 0.3739 0.3968 0.4204 0.4445 0.4691 0.4944 0.5203 0.5467 0.5738 0.6015 0.6305 0.6608 0.6931 0.7285 0.7649 0.8017 0.8390 0.8767 0.9148 0.9564 1.0000 Hrad: 100 Year SWMM Results 0.0170 0.0366 0.0581 0.0788 0.0983 0.1178 0.1400 0.1614 0.1821 0.2023 0.2220 0.2422 0.2625 0.2824 0.3020 0.3214 0.3408 0.3602 0.3844 0.4076 0.4294 0.4505 0.4789 0.5062 0.5326 0.5581 0.5830 0.6072 0.6307 0.6535 0.6759 0.6981 0.7207 0.7428 0.7645 0.7859 0.8070 0.8277 0.8451 0.8596 0.8709 0.8761 0.8815 0.8984 0.9159 0.9340 0.9526 0.9715 0.9863 1.0000 Width: 0.0397 0.0725 0.0947 0.1150 0.1353 0.1548 0.1693 0.1838 0.1982 0.2127 0.2272 0.2407 0.2538 0.2668 0.2799 0.2930 0.3057 0.3183 0.3367 0.3558 0.3750 0.3933 0.4084 0.4236 0.4383 0.4526 0.4668 0.4810 0.4957 0.5106 0.5254 0.5386 0.5503 0.5638 0.5774 0.5909 0.6045 0.6183 0.6400 0.6684 0.7048 0.7616 0.8172 0.8269 0.8366 0.8462 0.8558 0.8654 0.9682 1.0000 Transect L651_SF Area: 0.0025 0.0100 0.0216 0.0369 0.0534 0.0709 0.0894 0.1083 0.1282 0.1486 0.1691 0.1898 0.2105 0.2314 0.2523 0.2733 0.2944 0.3156 0.3370 0.3583 0.3797 0.4010 0.4224 0.4438 0.4651 0.4865 0.5079 0.5292 0.5506 0.5720 0.5934 0.6147 0.6361 0.6575 0.6789 0.7003 0.7217 0.7431 0.7645 0.7859 0.8073 0.8287 0.8501 0.8715 0.8929 0.9143 0.9357 0.9572 0.9786 1.0000 Hrad: 0.0147 0.0360 0.0516 0.0745 0.0989 0.1215 0.1430 0.1642 0.1836 0.2034 0.2235 0.2435 0.2636 0.2837 0.3037 0.3236 0.3435 0.3633 0.3830 0.4030 0.4231 0.4432 0.4633 0.4833 0.5034 0.5235 0.5435 0.5636 0.5836 0.6036 0.6236 0.6436 0.6635 0.6835 0.7034 0.7233 0.7432 0.7631 0.7829 0.8028 0.8226 0.8424 0.8621 0.8819 0.9016 0.9213 0.9410 0.9607 0.9804 1.0000 Width: 0.2590 0.4345 0.6577 0.7455 0.7943 100 Year SWMM Results 0.8413 0.8751 0.8977 0.9520 0.9566 0.9611 0.9656 0.9701 0.9747 0.9792 0.9837 0.9883 0.9928 0.9968 0.9969 0.9970 0.9971 0.9972 0.9973 0.9974 0.9975 0.9976 0.9977 0.9978 0.9979 0.9980 0.9981 0.9982 0.9983 0.9984 0.9985 0.9986 0.9987 0.9989 0.9990 0.9991 0.9992 0.9993 0.9994 0.9995 0.9996 0.9997 0.9998 0.9999 1.0000 Transect L670_SF Area: 0.0004 0.0015 0.0034 0.0060 0.0093 0.0134 0.0183 0.0238 0.0301 0.0369 0.0442 0.0519 0.0601 0.0688 0.0780 0.0876 0.0976 0.1082 0.1192 0.1307 0.1427 0.1551 0.1680 0.1815 0.1954 0.2098 0.2248 0.2403 0.2563 0.2729 0.2899 0.3075 0.3256 0.3444 0.3639 0.3869 0.4146 0.4451 0.4783 0.5144 0.5532 0.5947 0.6382 0.6828 0.7291 0.7788 0.8317 0.8874 0.9435 1.0000 Hrad: 0.0235 0.0470 0.0705 0.0940 0.1175 0.1410 0.1646 0.1881 0.2158 0.2465 0.2761 0.3050 0.3331 0.3608 0.3879 0.4147 0.4411 0.4672 0.4931 0.5187 0.5439 0.5687 0.5934 0.6167 0.6396 0.6625 0.6854 0.7083 0.7313 0.7542 0.7772 0.8002 0.8197 0.8370 0.8546 0.8598 0.8524 0.8453 0.8390 0.8344 0.8435 0.8529 0.8092 0.8413 0.8713 0.8982 0.9223 0.9461 0.9723 1.0000 Width: 0.0132 0.0263 0.0395 0.0526 0.0658 0.0790 0.0921 0.1053 0.1158 0.1241 0.1324 0.1407 0.1490 0.1573 0.1656 0.1739 0.1822 0.1905 0.1988 0.2071 0.2155 0.2240 0.2324 0.2414 0.2506 0.2598 0.2691 0.2783 0.2875 0.2967 0.3059 0.3151 0.3257 0.3375 0.3539 0.4578 0.5146 0.5631 0.6116 0.6615 0.7098 0.7586 0.7774 0.7963 0.8492 0.9043 0.9659 0.9889 0.9944 1.0000 Transect L676_SF Area: 100 Year SWMM Results 0.0003 0.0012 0.0026 0.0047 0.0073 0.0105 0.0143 0.0188 0.0239 0.0297 0.0380 0.0495 0.0640 0.0800 0.0961 0.1123 0.1286 0.1451 0.1616 0.1782 0.1949 0.2118 0.2287 0.2457 0.2629 0.2801 0.2974 0.3152 0.3345 0.3553 0.3793 0.4039 0.4286 0.4536 0.4791 0.5052 0.5320 0.5595 0.5875 0.6172 0.6532 0.6916 0.7301 0.7687 0.8072 0.8457 0.8843 0.9229 0.9614 1.0000 Hrad: 0.0196 0.0392 0.0588 0.0784 0.0980 0.1176 0.1357 0.1541 0.1728 0.1912 0.1987 0.1590 0.1793 0.1949 0.2325 0.2699 0.3069 0.3437 0.3803 0.4166 0.4526 0.4884 0.5239 0.5591 0.5942 0.6290 0.6636 0.6968 0.7261 0.7513 0.6031 0.6363 0.6692 0.7017 0.7334 0.7641 0.7939 0.8230 0.8513 0.8770 0.8904 0.6961 0.7343 0.7724 0.8105 0.8485 0.8865 0.9244 0.9622 1.0000 Width: 0.0152 0.0303 0.0455 0.0606 0.0758 0.0909 0.1074 0.1240 0.1407 0.1713 0.2554 0.3398 0.4076 0.4166 0.4192 0.4218 0.4244 0.4270 0.4296 0.4322 0.4348 0.4374 0.4400 0.4426 0.4452 0.4478 0.4504 0.4796 0.5185 0.5813 0.6330 0.6385 0.6441 0.6527 0.6694 0.6861 0.7027 0.7194 0.7361 0.8634 0.9826 0.9982 0.9984 0.9987 0.9989 0.9991 0.9993 0.9996 0.9998 1.0000 Transect L710_SF Area: 0.0011 0.0034 0.0082 0.0151 0.0232 0.0343 0.0468 0.0601 0.0744 0.0895 0.1052 0.1216 0.1386 0.1561 0.1741 0.1925 0.2110 0.2299 0.2491 0.2686 0.2885 0.3086 0.3291 0.3498 0.3710 0.3927 0.4148 0.4373 0.4601 0.4832 0.5065 0.5301 0.5540 0.5784 0.6030 0.6278 0.6529 0.6782 0.7039 0.7297 0.7556 0.7818 0.8084 0.8353 0.8625 0.8898 0.9171 0.9446 0.9723 1.0000 Hrad: 0.0194 0.0324 0.0415 0.0570 0.0743 100 Year SWMM Results 0.0779 0.1003 0.1220 0.1475 0.1721 0.1956 0.2188 0.2414 0.2639 0.2862 0.3090 0.3318 0.3541 0.3758 0.3978 0.4192 0.4408 0.4628 0.4820 0.5024 0.5212 0.5415 0.5617 0.5821 0.6026 0.6222 0.6423 0.6598 0.6797 0.6999 0.7199 0.7394 0.7582 0.7788 0.7997 0.8205 0.8374 0.8556 0.8728 0.8938 0.9159 0.9367 0.9572 0.9786 1.0000 Width: 0.0578 0.1098 0.2047 0.2680 0.3464 0.4351 0.4611 0.4908 0.5360 0.5521 0.5822 0.6007 0.6209 0.6379 0.6566 0.6644 0.6728 0.6842 0.6984 0.7083 0.7205 0.7307 0.7385 0.7568 0.7695 0.7901 0.8029 0.8150 0.8254 0.8341 0.8450 0.8544 0.8715 0.8809 0.8892 0.8977 0.9075 0.9189 0.9252 0.9306 0.9360 0.9516 0.9626 0.9760 0.9801 0.9819 0.9869 0.9927 0.9963 1.0000 Transect L730_SF Area: 0.0011 0.0049 0.0116 0.0232 0.0369 0.0509 0.0651 0.0801 0.0961 0.1126 0.1293 0.1461 0.1632 0.1804 0.1978 0.2157 0.2337 0.2522 0.2710 0.2902 0.3098 0.3297 0.3501 0.3710 0.3920 0.4132 0.4344 0.4558 0.4773 0.4990 0.5208 0.5428 0.5650 0.5873 0.6105 0.6348 0.6601 0.6857 0.7114 0.7371 0.7629 0.7889 0.8149 0.8410 0.8673 0.8936 0.9200 0.9465 0.9731 1.0000 Hrad: 0.0133 0.0282 0.0391 0.0459 0.0695 0.0941 0.1180 0.1410 0.1604 0.1825 0.2062 0.2299 0.2534 0.2764 0.2986 0.3209 0.3435 0.3651 0.3859 0.4062 0.4263 0.4454 0.4623 0.4829 0.5046 0.5263 0.5477 0.5688 0.5897 0.6105 0.6311 0.6518 0.6726 0.6932 0.7125 0.7304 0.7398 0.7598 0.7800 0.8002 0.8204 0.8407 0.8612 0.8817 0.9023 0.9230 0.9437 0.9641 0.9844 1.0000 Width: 0.0835 0.1803 0.3412 0.4854 0.5034 0.5140 0.5293 0.5611 0.5953 0.6054 100 Year SWMM Results 0.6116 0.6177 0.6237 0.6317 0.6434 0.6544 0.6641 0.6799 0.6948 0.7068 0.7193 0.7344 0.7571 0.7646 0.7682 0.7717 0.7765 0.7818 0.7877 0.7938 0.7999 0.8058 0.8111 0.8181 0.8727 0.8983 0.9324 0.9346 0.9367 0.9397 0.9440 0.9479 0.9513 0.9547 0.9578 0.9609 0.9640 0.9686 0.9738 1.0000 Transect L736_SF Area: 0.0007 0.0028 0.0064 0.0108 0.0157 0.0210 0.0264 0.0320 0.0379 0.0440 0.0503 0.0568 0.0635 0.0705 0.0776 0.0850 0.0926 0.1004 0.1084 0.1166 0.1251 0.1338 0.1427 0.1550 0.1709 0.1910 0.2164 0.2460 0.2777 0.3111 0.3449 0.3788 0.4127 0.4467 0.4808 0.5150 0.5492 0.5835 0.6178 0.6523 0.6867 0.7213 0.7559 0.7906 0.8253 0.8601 0.8950 0.9299 0.9649 1.0000 Hrad: 0.0191 0.0383 0.0598 0.0869 0.1173 0.1493 0.1801 0.2098 0.2386 0.2665 0.2937 0.3202 0.3461 0.3715 0.3964 0.4208 0.4448 0.4685 0.4918 0.5148 0.5375 0.5599 0.5821 0.5833 0.5480 0.5131 0.4793 0.4591 0.4355 0.4345 0.4572 0.4818 0.5077 0.5346 0.5622 0.5903 0.6188 0.6476 0.6767 0.7058 0.7352 0.7646 0.7940 0.8235 0.8529 0.8824 0.9119 0.9413 0.9707 1.0000 Width: 0.0405 0.0809 0.1160 0.1348 0.1455 0.1517 0.1578 0.1640 0.1701 0.1763 0.1824 0.1886 0.1947 0.2009 0.2070 0.2132 0.2193 0.2255 0.2316 0.2378 0.2439 0.2501 0.2562 0.4028 0.5064 0.6477 0.7969 0.8745 0.9282 0.9627 0.9646 0.9664 0.9683 0.9702 0.9720 0.9739 0.9758 0.9776 0.9795 0.9813 0.9832 0.9851 0.9869 0.9888 0.9907 0.9925 0.9944 0.9963 0.9981 1.0000 Transect L740_SF Area: 0.0005 0.0017 0.0036 0.0059 0.0088 100 Year SWMM Results 0.0139 0.0205 0.0289 0.0384 0.0489 0.0603 0.0726 0.0857 0.0997 0.1157 0.1340 0.1526 0.1716 0.1909 0.2105 0.2305 0.2510 0.2721 0.2941 0.3165 0.3393 0.3625 0.3861 0.4104 0.4362 0.4630 0.4903 0.5178 0.5453 0.5730 0.6008 0.6287 0.6567 0.6848 0.7130 0.7412 0.7696 0.7981 0.8266 0.8553 0.8840 0.9129 0.9418 0.9709 1.0000 Hrad: 0.0291 0.0657 0.1000 0.1326 0.1634 0.1592 0.1638 0.1688 0.2010 0.2325 0.2603 0.2857 0.3091 0.3274 0.3376 0.3453 0.3588 0.3739 0.3900 0.4047 0.4166 0.4294 0.4507 0.4750 0.4987 0.5219 0.5447 0.5667 0.5879 0.6046 0.6208 0.6370 0.6559 0.6755 0.6953 0.7153 0.7354 0.7556 0.7759 0.7962 0.8166 0.8370 0.8574 0.8778 0.8982 0.9186 0.9390 0.9594 0.9797 1.0000 Width: 0.0322 0.0531 0.0710 0.0887 0.1291 0.2012 0.2574 0.3092 0.3433 0.3759 0.4064 0.4342 0.4619 0.5100 0.6109 0.6328 0.6438 0.6547 0.6657 0.6784 0.6947 0.7109 0.7400 0.7612 0.7743 0.7875 0.8007 0.8209 0.8417 0.9141 0.9266 0.9391 0.9441 0.9473 0.9506 0.9539 0.9572 0.9605 0.9638 0.9671 0.9704 0.9737 0.9770 0.9803 0.9835 0.9868 0.9901 0.9934 0.9967 1.0000 Transect L760_SF Area: 0.0007 0.0027 0.0058 0.0092 0.0130 0.0172 0.0217 0.0266 0.0325 0.0393 0.0472 0.0560 0.0658 0.0764 0.0878 0.1000 0.1130 0.1269 0.1417 0.1577 0.1747 0.1937 0.2187 0.2447 0.2711 0.2978 0.3249 0.3524 0.3801 0.4080 0.4361 0.4644 0.4929 0.5216 0.5505 0.5796 0.6089 0.6383 0.6678 0.6974 0.7272 0.7570 0.7870 0.8171 0.8473 0.8776 0.9080 0.9386 0.9692 1.0000 Hrad: 0.0160 0.0320 0.0561 0.0809 0.1042 0.1262 0.1474 0.1673 0.1838 0.1979 100 Year SWMM Results 0.2107 0.2233 0.2362 0.2499 0.2640 0.2783 0.2928 0.3058 0.3201 0.3354 0.3483 0.3334 0.2768 0.3066 0.3359 0.3647 0.3931 0.4211 0.4489 0.4766 0.5041 0.5314 0.5585 0.5854 0.6121 0.6386 0.6650 0.6913 0.7176 0.7438 0.7699 0.7959 0.8217 0.8475 0.8732 0.8988 0.9242 0.9496 0.9748 1.0000 Width: 0.0441 0.0881 0.1062 0.1178 0.1293 0.1408 0.1524 0.1722 0.2056 0.2385 0.2714 0.3019 0.3306 0.3569 0.3829 0.4089 0.4349 0.4666 0.4993 0.5336 0.5748 0.7162 0.8378 0.8498 0.8619 0.8739 0.8860 0.8953 0.9018 0.9082 0.9147 0.9211 0.9275 0.9340 0.9404 0.9469 0.9519 0.9556 0.9593 0.9630 0.9667 0.9704 0.9741 0.9778 0.9815 0.9852 0.9889 0.9926 0.9963 1.0000 Transect L770_SF Area: 0.0008 0.0031 0.0072 0.0132 0.0214 0.0319 0.0461 0.0615 0.0788 0.0994 0.1203 0.1413 0.1624 0.1836 0.2050 0.2264 0.2480 0.2696 0.2913 0.3131 0.3349 0.3569 0.3789 0.4009 0.4231 0.4453 0.4676 0.4900 0.5125 0.5350 0.5576 0.5803 0.6030 0.6258 0.6487 0.6717 0.6947 0.7178 0.7409 0.7641 0.7874 0.8108 0.8342 0.8577 0.8812 0.9049 0.9285 0.9523 0.9761 1.0000 Hrad: 0.0141 0.0292 0.0418 0.0542 0.0659 0.0782 0.0883 0.0986 0.1022 0.1129 0.1353 0.1576 0.1798 0.2018 0.2238 0.2456 0.2677 0.2898 0.3119 0.3339 0.3558 0.3777 0.3995 0.4212 0.4429 0.4645 0.4860 0.5075 0.5289 0.5502 0.5715 0.5927 0.6158 0.6391 0.6623 0.6853 0.7083 0.7312 0.7541 0.7768 0.7995 0.8221 0.8446 0.8670 0.8893 0.9116 0.9338 0.9560 0.9780 1.0000 Width: 0.0656 0.1336 0.2081 0.2942 0.3916 0.5216 0.6210 0.6763 0.7869 0.8715 0.8761 0.8807 0.8853 0.8899 0.8946 100 Year SWMM Results 0.8992 0.9027 0.9058 0.9089 0.9121 0.9152 0.9183 0.9215 0.9246 0.9278 0.9309 0.9340 0.9372 0.9403 0.9435 0.9466 0.9497 0.9526 0.9554 0.9581 0.9609 0.9637 0.9665 0.9693 0.9721 0.9749 0.9777 0.9805 0.9833 0.9860 0.9888 0.9916 0.9944 0.9972 1.0000 Transect L780_SF Area: 0.0003 0.0014 0.0030 0.0054 0.0085 0.0123 0.0168 0.0220 0.0279 0.0344 0.0428 0.0547 0.0688 0.0849 0.1024 0.1214 0.1433 0.1654 0.1877 0.2103 0.2330 0.2560 0.2793 0.3027 0.3264 0.3502 0.3744 0.3987 0.4233 0.4481 0.4732 0.4986 0.5242 0.5501 0.5762 0.6027 0.6294 0.6565 0.6839 0.7115 0.7395 0.7677 0.7962 0.8249 0.8538 0.8828 0.9119 0.9411 0.9705 1.0000 Hrad: 0.0051 0.0101 0.0152 0.0229 0.0313 0.0406 0.0506 0.0619 0.0738 0.0853 0.0947 0.1048 0.1163 0.1302 0.1459 0.1498 0.1646 0.1908 0.2173 0.2439 0.2705 0.2969 0.3233 0.3495 0.3755 0.4014 0.4272 0.4527 0.4774 0.5018 0.5260 0.5501 0.5739 0.5975 0.6204 0.6430 0.6655 0.6878 0.7133 0.7393 0.7650 0.7904 0.8156 0.8419 0.8686 0.8951 0.9215 0.9478 0.9740 1.0000 Width: 0.0229 0.0457 0.0686 0.0924 0.1162 0.1401 0.1645 0.1872 0.2093 0.2352 0.3536 0.4406 0.5157 0.5681 0.6123 0.7109 0.7446 0.7520 0.7593 0.7667 0.7741 0.7817 0.7893 0.7968 0.8044 0.8120 0.8195 0.8271 0.8359 0.8446 0.8534 0.8622 0.8710 0.8799 0.8902 0.9004 0.9106 0.9208 0.9305 0.9401 0.9497 0.9592 0.9688 0.9746 0.9788 0.9830 0.9873 0.9915 0.9958 1.0000 Transect L790_SF Area: 0.0001 0.0004 0.0010 0.0018 0.0028 0.0040 0.0057 0.0082 0.0116 0.0158 100 Year SWMM Results 0.0208 0.0267 0.0334 0.0410 0.0494 0.0586 0.0687 0.0796 0.0913 0.1042 0.1188 0.1350 0.1528 0.1723 0.1935 0.2162 0.2407 0.2667 0.2944 0.3238 0.3548 0.3872 0.4207 0.4544 0.4880 0.5218 0.5556 0.5894 0.6233 0.6573 0.6913 0.7254 0.7595 0.7937 0.8280 0.8623 0.8966 0.9310 0.9655 1.0000 Hrad: 0.0168 0.0335 0.0503 0.0671 0.0838 0.1006 0.0914 0.0948 0.1043 0.1165 0.1303 0.1449 0.1602 0.1758 0.1918 0.2079 0.2243 0.2407 0.2573 0.2603 0.2653 0.2726 0.2817 0.2921 0.3035 0.3158 0.3287 0.3421 0.3560 0.3703 0.3848 0.4063 0.4324 0.4665 0.5006 0.5345 0.5683 0.6021 0.6358 0.6693 0.7028 0.7362 0.7695 0.8027 0.8358 0.8688 0.9017 0.9346 0.9673 1.0000 Width: 0.0064 0.0129 0.0193 0.0257 0.0321 0.0386 0.0609 0.0852 0.1095 0.1337 0.1580 0.1823 0.2066 0.2308 0.2551 0.2794 0.3036 0.3279 0.3522 0.3978 0.4453 0.4929 0.5404 0.5880 0.6355 0.6831 0.7306 0.7782 0.8257 0.8733 0.9208 0.9516 0.9728 0.9744 0.9760 0.9776 0.9792 0.9808 0.9824 0.9840 0.9856 0.9872 0.9888 0.9904 0.9920 0.9936 0.9952 0.9968 0.9984 1.0000 Transect L804_SF Area: 0.0001 0.0004 0.0009 0.0019 0.0034 0.0052 0.0075 0.0105 0.0147 0.0199 0.0269 0.0351 0.0447 0.0557 0.0677 0.0811 0.0963 0.1130 0.1312 0.1515 0.1729 0.1951 0.2179 0.2409 0.2643 0.2881 0.3123 0.3367 0.3616 0.3870 0.4135 0.4407 0.4682 0.4961 0.5245 0.5533 0.5823 0.6119 0.6428 0.6742 0.7060 0.7382 0.7704 0.8027 0.8352 0.8679 0.9007 0.9336 0.9667 1.0000 Hrad: 0.0158 0.0316 0.0460 0.0513 0.0715 0.0899 0.1070 0.1178 0.1217 0.1347 0.1422 0.1383 0.1459 0.1703 0.1924 100 Year SWMM Results 0.2086 0.2141 0.2350 0.2505 0.2676 0.2725 0.2780 0.3070 0.3358 0.3542 0.3840 0.4141 0.4438 0.4730 0.5013 0.5286 0.5188 0.5461 0.5716 0.5924 0.6102 0.6407 0.6705 0.6985 0.7262 0.7536 0.7813 0.8092 0.8367 0.8639 0.8911 0.9184 0.9456 0.9728 1.0000 Width: 0.0062 0.0125 0.0194 0.0387 0.0499 0.0603 0.0731 0.1129 0.1336 0.1856 0.2275 0.2667 0.3140 0.3418 0.3827 0.4226 0.4819 0.5186 0.5780 0.6342 0.6526 0.6775 0.6861 0.6949 0.7094 0.7194 0.7281 0.7380 0.7544 0.7831 0.8000 0.8227 0.8302 0.8423 0.8614 0.8674 0.8715 0.9074 0.9364 0.9484 0.9603 0.9645 0.9679 0.9720 0.9764 0.9808 0.9856 0.9904 0.9952 1.0000 Transect L805_SF Area: 0.0032 0.0093 0.0187 0.0296 0.0420 0.0564 0.0735 0.0917 0.1110 0.1309 0.1519 0.1729 0.1941 0.2153 0.2365 0.2578 0.2791 0.3005 0.3219 0.3433 0.3648 0.3863 0.4078 0.4294 0.4510 0.4726 0.4942 0.5159 0.5376 0.5593 0.5810 0.6028 0.6246 0.6464 0.6682 0.6900 0.7119 0.7338 0.7557 0.7776 0.7995 0.8215 0.8435 0.8656 0.8878 0.9101 0.9324 0.9548 0.9773 1.0000 Hrad: 0.0163 0.0312 0.0424 0.0624 0.0794 0.0955 0.0989 0.1143 0.1342 0.1511 0.1706 0.1935 0.2163 0.2390 0.2619 0.2846 0.3073 0.3300 0.3525 0.3749 0.3973 0.4196 0.4418 0.4639 0.4860 0.5082 0.5303 0.5524 0.5744 0.5963 0.6181 0.6399 0.6616 0.6832 0.7048 0.7262 0.7477 0.7690 0.7903 0.8115 0.8327 0.8533 0.8725 0.8917 0.9108 0.9298 0.9482 0.9656 0.9828 1.0000 Width: 0.2066 0.3576 0.4612 0.4949 0.5941 0.7000 0.7749 0.8362 0.8621 0.9030 0.9272 0.9298 0.9324 0.9350 0.9367 0.9383 0.9398 0.9413 0.9429 0.9444 100 Year SWMM Results 0.9459 0.9475 0.9490 0.9505 0.9519 0.9528 0.9538 0.9547 0.9557 0.9566 0.9576 0.9585 0.9595 0.9604 0.9614 0.9623 0.9633 0.9642 0.9651 0.9661 0.9670 0.9686 0.9718 0.9751 0.9783 0.9816 0.9853 0.9902 0.9951 1.0000 Transect L810_SF Area: 0.0009 0.0025 0.0048 0.0073 0.0105 0.0148 0.0199 0.0253 0.0311 0.0372 0.0442 0.0536 0.0662 0.0798 0.0946 0.1103 0.1268 0.1439 0.1626 0.1823 0.2029 0.2247 0.2472 0.2702 0.2937 0.3179 0.3426 0.3678 0.3933 0.4191 0.4451 0.4714 0.4979 0.5247 0.5523 0.5807 0.6095 0.6386 0.6677 0.6971 0.7266 0.7564 0.7863 0.8164 0.8467 0.8772 0.9078 0.9384 0.9692 1.0000 Hrad: 0.0196 0.0378 0.0602 0.0818 0.0950 0.0889 0.1126 0.1352 0.1570 0.1772 0.1908 0.1798 0.1521 0.1669 0.1844 0.2054 0.2258 0.2472 0.2593 0.2857 0.3126 0.3376 0.3626 0.3872 0.4113 0.4351 0.4588 0.4825 0.5065 0.5306 0.5549 0.5793 0.6029 0.6261 0.6440 0.6663 0.6888 0.7124 0.7361 0.7599 0.7836 0.8073 0.8309 0.8543 0.8781 0.9025 0.9268 0.9512 0.9756 1.0000 Width: 0.0421 0.0652 0.0767 0.0895 0.1182 0.1608 0.1709 0.1813 0.1916 0.2031 0.2706 0.3562 0.4216 0.4635 0.4972 0.5209 0.5446 0.5645 0.6250 0.6524 0.6824 0.7220 0.7353 0.7526 0.7722 0.7912 0.8073 0.8206 0.8304 0.8398 0.8463 0.8527 0.8637 0.8754 0.9140 0.9268 0.9370 0.9423 0.9475 0.9532 0.9590 0.9648 0.9717 0.9788 0.9843 0.9875 0.9906 0.9937 0.9969 1.0000 Transect L828_SF Area: 0.0004 0.0017 0.0038 0.0063 0.0104 0.0157 0.0222 0.0296 0.0383 0.0493 0.0624 0.0772 0.0935 0.1107 0.1284 100 Year SWMM Results 0.1464 0.1646 0.1833 0.2029 0.2230 0.2435 0.2645 0.2859 0.3080 0.3308 0.3539 0.3775 0.4011 0.4248 0.4487 0.4732 0.4985 0.5246 0.5510 0.5775 0.6042 0.6310 0.6580 0.6855 0.7134 0.7414 0.7696 0.7979 0.8263 0.8549 0.8836 0.9125 0.9415 0.9707 1.0000 Hrad: 0.0134 0.0281 0.0496 0.0697 0.0684 0.0864 0.0976 0.1198 0.1297 0.1248 0.1473 0.1674 0.1877 0.2085 0.2128 0.2400 0.2671 0.2932 0.3092 0.3351 0.3606 0.3858 0.3964 0.4219 0.4349 0.4602 0.4733 0.5011 0.5288 0.5532 0.5766 0.5812 0.5892 0.6149 0.6405 0.6662 0.6918 0.7173 0.7270 0.7525 0.7779 0.8031 0.8284 0.8536 0.8788 0.9038 0.9283 0.9523 0.9762 1.0000 Width: 0.0292 0.0623 0.0775 0.0933 0.1635 0.1964 0.2297 0.2739 0.3245 0.4169 0.4795 0.5354 0.5706 0.5949 0.6084 0.6147 0.6228 0.6519 0.6767 0.6912 0.7053 0.7194 0.7331 0.7691 0.7818 0.7940 0.8021 0.8048 0.8075 0.8217 0.8450 0.8744 0.8941 0.8996 0.9050 0.9100 0.9150 0.9200 0.9454 0.9503 0.9552 0.9600 0.9647 0.9694 0.9740 0.9786 0.9837 0.9891 0.9946 1.0000 Transect L830_SF Area: 0.0016 0.0050 0.0087 0.0129 0.0174 0.0224 0.0278 0.0336 0.0398 0.0464 0.0535 0.0609 0.0687 0.0770 0.0861 0.0965 0.1082 0.1209 0.1346 0.1492 0.1649 0.1815 0.1989 0.2170 0.2360 0.2558 0.2765 0.2980 0.3199 0.3423 0.3651 0.3883 0.4119 0.4360 0.4608 0.4862 0.5121 0.5388 0.5665 0.5953 0.6280 0.6655 0.7046 0.7447 0.7858 0.8276 0.8699 0.9127 0.9561 1.0000 Hrad: 0.0322 0.0869 0.1366 0.1825 0.2258 0.2670 0.3067 0.3450 0.3824 0.4189 0.4547 0.4900 0.5247 0.5606 0.6030 0.6356 0.6696 0.7003 0.7259 0.7476 100 Year SWMM Results 0.7659 0.7821 0.7972 0.8111 0.8240 0.8358 0.8467 0.8577 0.8708 0.8846 0.8989 0.9135 0.9280 0.9419 0.9554 0.9687 0.9817 0.9931 1.0027 1.0114 1.0000 0.9945 0.9913 0.9888 0.9875 0.9881 0.9898 0.9924 0.9959 1.0000 Width: 0.0710 0.0802 0.0895 0.0988 0.1080 0.1173 0.1265 0.1358 0.1451 0.1543 0.1636 0.1728 0.1821 0.1933 0.2210 0.2488 0.2766 0.2987 0.3209 0.3431 0.3653 0.3844 0.4024 0.4204 0.4384 0.4578 0.4772 0.4929 0.5019 0.5109 0.5198 0.5288 0.5401 0.5536 0.5672 0.5808 0.5944 0.6146 0.6397 0.6647 0.8186 0.8718 0.8957 0.9197 0.9386 0.9509 0.9632 0.9754 0.9877 1.0000 Transect L840_SF Area: 0.0010 0.0037 0.0077 0.0129 0.0187 0.0250 0.0315 0.0385 0.0459 0.0538 0.0623 0.0714 0.0815 0.0936 0.1069 0.1239 0.1418 0.1610 0.1813 0.2024 0.2242 0.2471 0.2707 0.2949 0.3196 0.3446 0.3697 0.3952 0.4209 0.4470 0.4734 0.4999 0.5266 0.5535 0.5806 0.6078 0.6351 0.6626 0.6901 0.7179 0.7457 0.7736 0.8016 0.8297 0.8579 0.8862 0.9145 0.9429 0.9714 1.0000 Hrad: 0.0194 0.0409 0.0649 0.0875 0.1174 0.1497 0.1794 0.2064 0.2379 0.2726 0.3042 0.3330 0.3554 0.3723 0.3815 0.3860 0.3934 0.4003 0.4096 0.4213 0.4319 0.4437 0.4565 0.4704 0.4873 0.5049 0.5230 0.5409 0.5588 0.5772 0.5967 0.6164 0.6361 0.6561 0.6768 0.6976 0.7185 0.7394 0.7604 0.7814 0.8031 0.8250 0.8468 0.8687 0.8906 0.9125 0.9344 0.9563 0.9781 1.0000 Width: 0.0685 0.1204 0.1580 0.1967 0.2137 0.2235 0.2354 0.2495 0.2665 0.2869 0.3076 0.3298 0.4008 0.4380 0.5652 0.6104 0.6459 0.6932 0.7243 0.7465 0.7815 0.8113 0.8368 0.8580 0.8666 100 Year SWMM Results 0.8752 0.8838 0.8945 0.9059 0.9160 0.9229 0.9297 0.9366 0.9432 0.9478 0.9525 0.9571 0.9617 0.9663 0.9709 0.9740 0.9769 0.9798 0.9827 0.9856 0.9884 0.9913 0.9942 0.9971 1.0000 Transect L870_SF Area: 0.0011 0.0039 0.0079 0.0127 0.0186 0.0264 0.0366 0.0480 0.0606 0.0744 0.0895 0.1048 0.1203 0.1359 0.1517 0.1679 0.1844 0.2014 0.2188 0.2367 0.2550 0.2738 0.2931 0.3128 0.3329 0.3535 0.3744 0.3956 0.4170 0.4386 0.4605 0.4826 0.5052 0.5284 0.5521 0.5764 0.6012 0.6266 0.6526 0.6793 0.7075 0.7370 0.7676 0.7990 0.8311 0.8635 0.8964 0.9298 0.9641 1.0000 Hrad: 0.0171 0.0368 0.0588 0.0797 0.0916 0.0948 0.1122 0.1325 0.1527 0.1682 0.1943 0.2251 0.2556 0.2858 0.3140 0.3388 0.3631 0.3884 0.4199 0.4502 0.4793 0.5074 0.5344 0.5605 0.5858 0.6103 0.6352 0.6600 0.6844 0.7085 0.7324 0.7557 0.7777 0.7987 0.8190 0.8385 0.8572 0.8752 0.8922 0.9083 0.9197 0.9313 0.9422 0.9524 0.9631 0.9739 0.9846 0.9939 1.0021 1.0000 Width: 0.0510 0.0868 0.1102 0.1315 0.1672 0.2291 0.2683 0.2980 0.3261 0.3634 0.3783 0.3823 0.3863 0.3902 0.3963 0.4064 0.4164 0.4267 0.4381 0.4494 0.4608 0.4723 0.4838 0.4946 0.5051 0.5155 0.5231 0.5287 0.5343 0.5399 0.5455 0.5530 0.5680 0.5828 0.5964 0.6100 0.6237 0.6373 0.6534 0.6703 0.7193 0.7463 0.7699 0.7909 0.8006 0.8103 0.8199 0.8406 0.8660 1.0000 Transect L873_SF Area: 0.0010 0.0030 0.0061 0.0101 0.0152 0.0211 0.0282 0.0368 0.0474 0.0599 0.0757 0.0935 0.1119 0.1309 0.1502 0.1701 0.1903 0.2110 0.2323 0.2539 100 Year SWMM Results 0.2761 0.2987 0.3216 0.3450 0.3688 0.3928 0.4170 0.4412 0.4655 0.4898 0.5143 0.5388 0.5634 0.5881 0.6128 0.6376 0.6626 0.6876 0.7126 0.7379 0.7633 0.7889 0.8146 0.8406 0.8666 0.8929 0.9194 0.9461 0.9729 1.0000 Hrad: 0.0178 0.0355 0.0512 0.0666 0.0822 0.0981 0.1086 0.1137 0.1223 0.1316 0.1287 0.1540 0.1786 0.2070 0.2356 0.2633 0.2901 0.3162 0.3414 0.3658 0.3895 0.4127 0.4353 0.4574 0.4790 0.5007 0.5224 0.5442 0.5660 0.5878 0.6095 0.6313 0.6529 0.6746 0.6961 0.7176 0.7391 0.7605 0.7816 0.8024 0.8230 0.8434 0.8637 0.8838 0.9037 0.9234 0.9428 0.9621 0.9811 1.0000 Width: 0.0592 0.0940 0.1307 0.1671 0.2027 0.2365 0.2846 0.3550 0.4260 0.5025 0.6461 0.6671 0.6881 0.7052 0.7216 0.7381 0.7545 0.7721 0.7899 0.8070 0.8235 0.8385 0.8534 0.8684 0.8833 0.8870 0.8899 0.8928 0.8957 0.8986 0.9015 0.9044 0.9073 0.9102 0.9130 0.9159 0.9188 0.9217 0.9264 0.9327 0.9389 0.9452 0.9514 0.9576 0.9642 0.9714 0.9785 0.9857 0.9928 1.0000 Transect L875_SF Area: 0.0025 0.0070 0.0132 0.0219 0.0335 0.0480 0.0643 0.0815 0.0992 0.1171 0.1354 0.1538 0.1725 0.1914 0.2104 0.2296 0.2491 0.2687 0.2885 0.3085 0.3286 0.3490 0.3696 0.3903 0.4112 0.4324 0.4537 0.4752 0.4969 0.5188 0.5411 0.5636 0.5863 0.6094 0.6326 0.6562 0.6800 0.7040 0.7281 0.7523 0.7767 0.8011 0.8256 0.8501 0.8748 0.8996 0.9245 0.9494 0.9745 1.0000 Hrad: 0.0118 0.0254 0.0367 0.0443 0.0605 0.0753 0.0933 0.1134 0.1395 0.1654 0.1909 0.2166 0.2421 0.2672 0.2921 0.3167 0.3410 0.3650 0.3887 0.4122 0.4354 0.4583 0.4810 0.5034 0.5256 100 Year SWMM Results 0.5475 0.5692 0.5907 0.6115 0.6316 0.6515 0.6711 0.6904 0.7094 0.7283 0.7470 0.7655 0.7846 0.8042 0.8238 0.8433 0.8627 0.8820 0.9012 0.9203 0.9393 0.9583 0.9771 0.9959 1.0000 Width: 0.1359 0.1998 0.2651 0.4069 0.4675 0.5841 0.6411 0.6564 0.6693 0.6806 0.6914 0.6985 0.7056 0.7127 0.7197 0.7268 0.7339 0.7410 0.7480 0.7551 0.7622 0.7693 0.7764 0.7836 0.7907 0.7979 0.8050 0.8122 0.8209 0.8309 0.8409 0.8509 0.8608 0.8708 0.8807 0.8901 0.8994 0.9055 0.9089 0.9124 0.9159 0.9194 0.9229 0.9264 0.9299 0.9334 0.9369 0.9404 0.9439 1.0000 Transect L880_SF Area: 0.0004 0.0011 0.0021 0.0032 0.0045 0.0060 0.0077 0.0096 0.0117 0.0140 0.0166 0.0206 0.0270 0.0341 0.0421 0.0509 0.0607 0.0724 0.0849 0.0984 0.1127 0.1277 0.1436 0.1603 0.1777 0.1959 0.2150 0.2354 0.2566 0.2787 0.3016 0.3252 0.3498 0.3758 0.4027 0.4303 0.4606 0.4941 0.5290 0.5657 0.6058 0.6467 0.6881 0.7301 0.7727 0.8160 0.8601 0.9062 0.9528 1.0000 Hrad: 0.0298 0.0628 0.0918 0.1188 0.1446 0.1696 0.1933 0.2168 0.2401 0.2633 0.2764 0.2653 0.1948 0.2268 0.2529 0.2765 0.2666 0.2878 0.3140 0.3449 0.3766 0.4074 0.4360 0.4666 0.4942 0.5213 0.5454 0.5634 0.5883 0.6087 0.6353 0.6613 0.6823 0.7053 0.7304 0.7553 0.7380 0.7446 0.7649 0.7800 0.7796 0.8055 0.8324 0.8598 0.8877 0.9158 0.9438 0.9694 0.9970 1.0000 Width: 0.0133 0.0173 0.0214 0.0254 0.0295 0.0335 0.0378 0.0420 0.0462 0.0505 0.0601 0.1195 0.1429 0.1565 0.1761 0.1916 0.2350 0.2528 0.2717 0.2918 0.3069 0.3226 0.3421 0.3567 0.3738 0.3912 0.4114 0.4374 0.4524 0.4744 100 Year SWMM Results 0.4873 0.5025 0.5324 0.5561 0.5700 0.5970 0.6722 0.7216 0.7437 0.8169 0.8504 0.8637 0.8744 0.8863 0.9001 0.9165 0.9401 0.9732 0.9803 1.0000 Transect L884_SF Area: 0.0007 0.0025 0.0048 0.0079 0.0120 0.0170 0.0231 0.0311 0.0414 0.0530 0.0649 0.0772 0.0897 0.1024 0.1154 0.1286 0.1422 0.1560 0.1701 0.1844 0.1990 0.2141 0.2300 0.2471 0.2651 0.2836 0.3027 0.3235 0.3459 0.3694 0.3937 0.4189 0.4463 0.4748 0.5037 0.5331 0.5630 0.5935 0.6247 0.6564 0.6885 0.7212 0.7548 0.7889 0.8234 0.8582 0.8934 0.9288 0.9643 1.0000 Hrad: 0.0149 0.0361 0.0591 0.0756 0.0904 0.1048 0.1174 0.1062 0.1103 0.1331 0.1597 0.1858 0.2115 0.2367 0.2615 0.2859 0.3089 0.3323 0.3555 0.3783 0.4008 0.4239 0.4467 0.4669 0.4867 0.5064 0.5256 0.5406 0.5291 0.5437 0.5586 0.5728 0.5614 0.5866 0.6124 0.6383 0.6641 0.6894 0.7145 0.7397 0.7649 0.7855 0.8088 0.8345 0.8604 0.8863 0.9131 0.9419 0.9709 1.0000 Width: 0.0393 0.0588 0.0730 0.1009 0.1239 0.1551 0.1886 0.2606 0.3121 0.3312 0.3383 0.3454 0.3526 0.3597 0.3669 0.3740 0.3825 0.3902 0.3977 0.4052 0.4127 0.4324 0.4517 0.4956 0.5108 0.5260 0.5469 0.6061 0.6487 0.6694 0.6908 0.7182 0.7889 0.8027 0.8152 0.8278 0.8453 0.8639 0.8787 0.8914 0.9040 0.9296 0.9475 0.9584 0.9688 0.9792 0.9876 0.9917 0.9959 1.0000 Transect L886_SF Area: 0.0021 0.0054 0.0094 0.0140 0.0194 0.0257 0.0327 0.0405 0.0496 0.0607 0.0729 0.0866 0.1024 0.1191 0.1362 0.1536 0.1715 0.1900 0.2089 0.2283 0.2481 0.2683 0.2889 0.3098 0.3311 100 Year SWMM Results 0.3529 0.3753 0.3982 0.4215 0.4452 0.4693 0.4938 0.5190 0.5448 0.5711 0.5977 0.6245 0.6517 0.6791 0.7066 0.7344 0.7623 0.7904 0.8187 0.8475 0.8770 0.9069 0.9374 0.9684 1.0000 Hrad: 0.0211 0.0415 0.0616 0.0809 0.0942 0.1092 0.1253 0.1447 0.1377 0.1495 0.1652 0.1614 0.1802 0.2025 0.2266 0.2503 0.2730 0.2953 0.3179 0.3401 0.3624 0.3844 0.4062 0.4276 0.4458 0.4633 0.4805 0.5022 0.5268 0.5510 0.5749 0.5977 0.6186 0.6395 0.6633 0.6869 0.7104 0.7338 0.7573 0.7807 0.8042 0.8276 0.8509 0.8740 0.8956 0.9170 0.9383 0.9593 0.9799 1.0000 Width: 0.0864 0.1118 0.1318 0.1494 0.1775 0.2027 0.2252 0.2425 0.3150 0.3557 0.3870 0.4684 0.4962 0.5136 0.5250 0.5364 0.5523 0.5682 0.5827 0.5970 0.6081 0.6191 0.6301 0.6411 0.6563 0.6720 0.6883 0.7025 0.7145 0.7266 0.7387 0.7534 0.7746 0.7947 0.8037 0.8126 0.8216 0.8295 0.8350 0.8406 0.8461 0.8517 0.8572 0.8648 0.8856 0.9036 0.9185 0.9336 0.9496 1.0000 Transect L900_SF Area: 0.0023 0.0066 0.0119 0.0182 0.0251 0.0327 0.0413 0.0507 0.0610 0.0720 0.0839 0.0965 0.1098 0.1239 0.1387 0.1540 0.1699 0.1864 0.2035 0.2215 0.2404 0.2601 0.2807 0.3035 0.3271 0.3508 0.3747 0.3988 0.4232 0.4477 0.4725 0.4975 0.5227 0.5482 0.5738 0.5998 0.6259 0.6523 0.6790 0.7060 0.7333 0.7608 0.7887 0.8170 0.8457 0.8748 0.9045 0.9346 0.9659 1.0000 Hrad: 0.0205 0.0424 0.0635 0.0847 0.1074 0.1247 0.1402 0.1582 0.1763 0.1980 0.2265 0.2531 0.2781 0.3018 0.3251 0.3478 0.3697 0.3910 0.4115 0.4305 0.4488 0.4668 0.4809 0.4925 0.5107 0.5299 0.5494 0.5695 0.5900 0.6110 100 Year SWMM Results 0.6322 0.6537 0.6752 0.6968 0.7186 0.7404 0.7622 0.7841 0.8054 0.8267 0.8480 0.8692 0.8899 0.9100 0.9300 0.9498 0.9686 0.9872 0.9896 1.0000 Width: 0.0999 0.1381 0.1663 0.1900 0.2067 0.2315 0.2598 0.2829 0.3050 0.3286 0.3501 0.3716 0.3932 0.4148 0.4305 0.4463 0.4642 0.4822 0.5018 0.5278 0.5525 0.5754 0.6208 0.6740 0.6774 0.6815 0.6877 0.6940 0.7003 0.7066 0.7128 0.7191 0.7258 0.7326 0.7394 0.7462 0.7530 0.7598 0.7685 0.7772 0.7859 0.7946 0.8045 0.8165 0.8284 0.8405 0.8558 0.8711 0.9503 1.0000 Transect L908_SF Area: 0.0009 0.0035 0.0079 0.0140 0.0218 0.0308 0.0405 0.0509 0.0620 0.0739 0.0866 0.1000 0.1141 0.1289 0.1445 0.1609 0.1779 0.1954 0.2133 0.2315 0.2501 0.2690 0.2883 0.3079 0.3279 0.3482 0.3689 0.3899 0.4113 0.4330 0.4551 0.4775 0.5003 0.5235 0.5469 0.5707 0.5949 0.6194 0.6442 0.6694 0.6949 0.7208 0.7476 0.7758 0.8056 0.8368 0.8696 0.9038 0.9414 1.0000 Hrad: 0.0443 0.0886 0.1329 0.1772 0.2253 0.2878 0.3459 0.4006 0.4528 0.5029 0.5513 0.5984 0.6443 0.6893 0.7334 0.7769 0.8236 0.8780 0.9308 0.9822 1.0322 1.0811 1.1288 1.1754 1.2211 1.2659 1.3098 1.3530 1.3955 1.4372 1.4784 1.5189 1.5588 1.5982 1.6371 1.6755 1.7134 1.7509 1.7880 1.8247 1.8610 1.8969 1.8820 1.8718 1.8659 1.8638 1.8650 1.8524 1.7655 1.0000 Width: 0.0202 0.0403 0.0605 0.0806 0.0987 0.1072 0.1158 0.1243 0.1328 0.1413 0.1499 0.1584 0.1669 0.1754 0.1840 0.1925 0.1997 0.2037 0.2078 0.2119 0.2159 0.2200 0.2240 0.2281 0.2322 0.2362 0.2403 0.2443 0.2484 0.2525 0.2565 0.2605 0.2644 0.2684 0.2723 100 Year SWMM Results 0.2763 0.2802 0.2842 0.2881 0.2921 0.2960 0.3000 0.3171 0.3342 0.3513 0.3684 0.3856 0.4078 0.4578 1.0000 Transect L920_SF Area: 0.0001 0.0005 0.0011 0.0019 0.0032 0.0054 0.0085 0.0125 0.0174 0.0233 0.0300 0.0376 0.0462 0.0557 0.0663 0.0779 0.0906 0.1043 0.1191 0.1349 0.1518 0.1697 0.1887 0.2087 0.2298 0.2519 0.2751 0.2993 0.3245 0.3508 0.3782 0.4066 0.4360 0.4665 0.4981 0.5301 0.5625 0.5952 0.6280 0.6610 0.6942 0.7275 0.7610 0.7946 0.8285 0.8624 0.8966 0.9309 0.9654 1.0000 Hrad: 0.0670 0.1339 0.2009 0.2679 0.0623 0.0698 0.0823 0.0967 0.1122 0.1281 0.1445 0.1610 0.1777 0.1922 0.2073 0.2228 0.2386 0.2546 0.2709 0.2873 0.3038 0.3205 0.3372 0.3540 0.3709 0.3879 0.4049 0.4219 0.4390 0.4561 0.4732 0.4903 0.5075 0.5247 0.5453 0.5740 0.6025 0.6338 0.6652 0.6964 0.7275 0.7583 0.7891 0.8196 0.8501 0.8803 0.9105 0.9405 0.9703 1.0000 Width: 0.0068 0.0135 0.0203 0.0271 0.0504 0.0765 0.1026 0.1287 0.1549 0.1810 0.2071 0.2332 0.2595 0.2897 0.3199 0.3501 0.3803 0.4105 0.4407 0.4709 0.5011 0.5312 0.5614 0.5916 0.6218 0.6520 0.6822 0.7124 0.7426 0.7728 0.8030 0.8332 0.8634 0.8936 0.9180 0.9282 0.9384 0.9434 0.9481 0.9528 0.9575 0.9622 0.9670 0.9717 0.9764 0.9811 0.9858 0.9906 0.9953 1.0000 Transect L930_SF Area: 0.0004 0.0014 0.0032 0.0055 0.0080 0.0106 0.0137 0.0189 0.0264 0.0355 0.0465 0.0587 0.0726 0.0883 0.1052 0.1233 0.1423 0.1622 0.1829 0.2044 0.2267 0.2496 0.2726 0.2958 0.3192 0.3430 0.3672 0.3918 0.4168 0.4423 100 Year SWMM Results 0.4679 0.4937 0.5197 0.5458 0.5722 0.5988 0.6256 0.6529 0.6806 0.7085 0.7366 0.7648 0.7932 0.8218 0.8505 0.8794 0.9084 0.9382 0.9685 1.0000 Hrad: 0.0190 0.0367 0.0466 0.0728 0.0999 0.1259 0.1437 0.1340 0.1293 0.1447 0.1540 0.1604 0.1747 0.1848 0.1984 0.2196 0.2383 0.2627 0.2782 0.3007 0.3206 0.3489 0.3787 0.4083 0.4354 0.4618 0.4871 0.5126 0.5386 0.5532 0.5831 0.6117 0.6401 0.6669 0.6914 0.7178 0.7440 0.7544 0.7825 0.8101 0.8376 0.8649 0.8922 0.9194 0.9464 0.9732 0.9995 1.0021 1.0233 1.0000 Width: 0.0235 0.0395 0.0689 0.0761 0.0805 0.0849 0.1304 0.2067 0.2568 0.3201 0.3652 0.4101 0.4650 0.5097 0.5539 0.5815 0.6161 0.6325 0.6664 0.6878 0.7145 0.7210 0.7257 0.7306 0.7417 0.7535 0.7665 0.7788 0.7925 0.8051 0.8081 0.8128 0.8175 0.8240 0.8328 0.8394 0.8458 0.8696 0.8741 0.8793 0.8844 0.8895 0.8945 0.8995 0.9048 0.9100 0.9159 0.9438 0.9713 1.0000 Transect L931_SF Area: 0.0001 0.0006 0.0013 0.0023 0.0035 0.0050 0.0068 0.0087 0.0113 0.0144 0.0182 0.0236 0.0303 0.0379 0.0465 0.0560 0.0670 0.0799 0.0944 0.1105 0.1284 0.1477 0.1682 0.1899 0.2125 0.2354 0.2585 0.2826 0.3093 0.3372 0.3668 0.3971 0.4281 0.4595 0.4909 0.5225 0.5541 0.5858 0.6175 0.6497 0.6826 0.7160 0.7496 0.7835 0.8181 0.8541 0.8905 0.9269 0.9634 1.0000 Hrad: 0.0180 0.0360 0.0540 0.0720 0.0900 0.1121 0.1332 0.1537 0.1339 0.1594 0.1791 0.1873 0.1958 0.1763 0.2035 0.2090 0.2337 0.2541 0.2722 0.2888 0.2847 0.3061 0.3272 0.3239 0.3480 0.3756 0.4037 0.4304 0.3956 0.4250 0.4524 0.4794 0.4701 0.5014 0.5344 100 Year SWMM Results 0.5673 0.6001 0.6329 0.6656 0.6977 0.7288 0.7596 0.7901 0.8204 0.8494 0.8781 0.9084 0.9388 0.9694 1.0000 Width: 0.0074 0.0147 0.0221 0.0294 0.0368 0.0423 0.0477 0.0531 0.0791 0.0850 0.1209 0.1575 0.1881 0.2102 0.2353 0.2596 0.3139 0.3562 0.3985 0.4452 0.4849 0.5198 0.5503 0.5785 0.5941 0.6002 0.6050 0.6750 0.7084 0.7575 0.7805 0.7994 0.8138 0.8188 0.8207 0.8226 0.8245 0.8264 0.8289 0.8486 0.8639 0.8722 0.8805 0.8888 0.9263 0.9449 0.9473 0.9497 0.9521 1.0000 Transect L932_SF Area: 0.0009 0.0030 0.0056 0.0089 0.0128 0.0171 0.0220 0.0277 0.0348 0.0454 0.0603 0.0789 0.0985 0.1181 0.1378 0.1575 0.1774 0.1973 0.2173 0.2374 0.2575 0.2778 0.2983 0.3190 0.3399 0.3611 0.3825 0.4042 0.4264 0.4491 0.4728 0.4976 0.5231 0.5490 0.5754 0.6021 0.6292 0.6565 0.6840 0.7118 0.7398 0.7680 0.7964 0.8250 0.8537 0.8826 0.9117 0.9410 0.9704 1.0000 Hrad: 0.0170 0.0393 0.0588 0.0769 0.0986 0.1177 0.1355 0.1507 0.1473 0.1300 0.1301 0.1229 0.1529 0.1828 0.2126 0.2422 0.2717 0.3010 0.3302 0.3593 0.3882 0.4168 0.4448 0.4724 0.4997 0.5266 0.5531 0.5787 0.6035 0.6275 0.6483 0.6690 0.6888 0.7083 0.7275 0.7462 0.7649 0.7835 0.8020 0.8204 0.8387 0.8568 0.8749 0.8930 0.9111 0.9290 0.9469 0.9647 0.9824 1.0000 Width: 0.0575 0.0790 0.1004 0.1219 0.1378 0.1553 0.1730 0.2089 0.2693 0.4465 0.5618 0.6567 0.6593 0.6620 0.6646 0.6673 0.6699 0.6726 0.6752 0.6778 0.6805 0.6857 0.6936 0.7015 0.7094 0.7173 0.7253 0.7396 0.7562 0.7731 0.8232 0.8466 0.8674 0.8809 0.8944 0.9079 0.9160 0.9237 0.9314 0.9390 100 Year SWMM Results 0.9467 0.9544 0.9601 0.9658 0.9715 0.9772 0.9829 0.9886 0.9943 1.0000 Transect L940_SF Area: 0.0004 0.0025 0.0059 0.0125 0.0242 0.0395 0.0562 0.0731 0.0903 0.1078 0.1256 0.1439 0.1625 0.1815 0.2008 0.2205 0.2404 0.2606 0.2810 0.3016 0.3223 0.3432 0.3644 0.3859 0.4076 0.4296 0.4518 0.4742 0.4968 0.5195 0.5422 0.5650 0.5879 0.6108 0.6338 0.6568 0.6799 0.7031 0.7264 0.7500 0.7739 0.7980 0.8224 0.8471 0.8722 0.8976 0.9230 0.9486 0.9742 1.0000 Hrad: 0.0081 0.0248 0.0357 0.0488 0.0461 0.0623 0.0862 0.1107 0.1348 0.1582 0.1799 0.2017 0.2232 0.2447 0.2660 0.2875 0.3093 0.3316 0.3546 0.3774 0.3999 0.4221 0.4414 0.4612 0.4817 0.5022 0.5227 0.5430 0.5668 0.5911 0.6154 0.6395 0.6636 0.6877 0.7116 0.7356 0.7594 0.7795 0.7984 0.8170 0.8337 0.8502 0.8640 0.8774 0.8907 0.9127 0.9347 0.9565 0.9783 1.0000 Width: 0.0533 0.1056 0.1725 0.3336 0.5266 0.6344 0.6523 0.6617 0.6711 0.6819 0.6988 0.7140 0.7285 0.7422 0.7554 0.7674 0.7779 0.7865 0.7930 0.7997 0.8064 0.8136 0.8261 0.8372 0.8466 0.8559 0.8649 0.8739 0.8770 0.8793 0.8816 0.8839 0.8862 0.8885 0.8907 0.8930 0.8953 0.9020 0.9099 0.9181 0.9283 0.9387 0.9519 0.9657 0.9794 0.9835 0.9876 0.9917 0.9959 1.0000 Transect L950_SF Area: 0.0003 0.0020 0.0066 0.0135 0.0236 0.0355 0.0485 0.0619 0.0757 0.0897 0.1040 0.1184 0.1331 0.1479 0.1628 0.1780 0.1938 0.2110 0.2296 0.2505 0.2725 0.2951 0.3183 0.3418 0.3657 0.3902 0.4151 0.4401 0.4650 0.4901 0.5151 0.5402 0.5654 0.5906 0.6158 100 Year SWMM Results 0.6410 0.6664 0.6917 0.7171 0.7425 0.7680 0.7935 0.8191 0.8448 0.8705 0.8963 0.9221 0.9480 0.9740 1.0000 Hrad: 0.0126 0.0222 0.0316 0.0475 0.0627 0.0802 0.0960 0.1196 0.1427 0.1661 0.1899 0.2137 0.2373 0.2606 0.2836 0.3065 0.3279 0.3470 0.3621 0.3703 0.3200 0.3386 0.3569 0.3776 0.3979 0.4114 0.4367 0.4621 0.4873 0.5126 0.5377 0.5628 0.5879 0.6129 0.6378 0.6627 0.6876 0.7124 0.7371 0.7618 0.7859 0.8099 0.8339 0.8578 0.8817 0.9055 0.9292 0.9529 0.9765 1.0000 Width: 0.0307 0.0973 0.2338 0.3044 0.4281 0.4831 0.5091 0.5216 0.5341 0.5439 0.5515 0.5581 0.5648 0.5714 0.5781 0.5847 0.6452 0.6784 0.7619 0.8302 0.8575 0.8775 0.8977 0.9115 0.9253 0.9551 0.9567 0.9583 0.9599 0.9614 0.9630 0.9646 0.9662 0.9678 0.9694 0.9710 0.9725 0.9741 0.9757 0.9773 0.9796 0.9819 0.9841 0.9864 0.9887 0.9909 0.9932 0.9955 0.9977 1.0000 Transect L963_SF Area: 0.0003 0.0012 0.0027 0.0044 0.0064 0.0085 0.0109 0.0134 0.0162 0.0191 0.0223 0.0256 0.0291 0.0328 0.0367 0.0408 0.0451 0.0505 0.0579 0.0671 0.0792 0.0931 0.1087 0.1259 0.1455 0.1672 0.1906 0.2154 0.2420 0.2711 0.3037 0.3391 0.3746 0.4104 0.4463 0.4823 0.5185 0.5548 0.5913 0.6280 0.6647 0.7015 0.7385 0.7755 0.8127 0.8499 0.8873 0.9248 0.9623 1.0000 Hrad: 0.0189 0.0378 0.0640 0.0932 0.1192 0.1427 0.1642 0.1843 0.2035 0.2217 0.2392 0.2560 0.2721 0.2878 0.3031 0.3179 0.3303 0.3328 0.3281 0.3207 0.2874 0.2756 0.2579 0.2443 0.2318 0.2401 0.2588 0.2800 0.2955 0.3071 0.2990 0.3358 0.3729 0.4101 0.4473 0.4846 0.5218 0.5589 0.5960 0.6331 100 Year SWMM Results 0.6701 0.7071 0.7440 0.7809 0.8176 0.8543 0.8908 0.9273 0.9637 1.0000 Width: 0.0163 0.0326 0.0430 0.0486 0.0541 0.0597 0.0652 0.0706 0.0756 0.0806 0.0856 0.0906 0.0956 0.1006 0.1056 0.1106 0.1173 0.1728 0.2142 0.2789 0.3518 0.3881 0.4363 0.4840 0.5478 0.5991 0.6395 0.6792 0.7358 0.8070 0.9360 0.9410 0.9451 0.9492 0.9533 0.9574 0.9615 0.9656 0.9697 0.9725 0.9752 0.9780 0.9807 0.9835 0.9862 0.9890 0.9917 0.9945 0.9972 1.0000 Transect L969_SF Area: 0.0003 0.0011 0.0024 0.0043 0.0075 0.0127 0.0203 0.0297 0.0415 0.0598 0.0793 0.0990 0.1190 0.1391 0.1593 0.1797 0.2002 0.2209 0.2417 0.2626 0.2837 0.3049 0.3263 0.3478 0.3694 0.3912 0.4132 0.4355 0.4580 0.4807 0.5037 0.5269 0.5504 0.5743 0.5984 0.6229 0.6477 0.6730 0.6988 0.7256 0.7527 0.7799 0.8071 0.8344 0.8618 0.8893 0.9169 0.9445 0.9722 1.0000 Hrad: 0.0145 0.0290 0.0434 0.0555 0.0505 0.0627 0.0764 0.0927 0.0982 0.0870 0.1136 0.1410 0.1684 0.1956 0.2226 0.2494 0.2759 0.3023 0.3284 0.3544 0.3801 0.4057 0.4311 0.4562 0.4812 0.5060 0.5303 0.5542 0.5779 0.6012 0.6242 0.6470 0.6692 0.6911 0.7126 0.7337 0.7542 0.7740 0.7929 0.8106 0.8293 0.8481 0.8670 0.8859 0.9049 0.9239 0.9429 0.9619 0.9810 1.0000 Width: 0.0191 0.0383 0.0574 0.0812 0.1544 0.2282 0.3134 0.3640 0.5371 0.6936 0.7060 0.7132 0.7193 0.7244 0.7295 0.7345 0.7396 0.7447 0.7498 0.7549 0.7599 0.7650 0.7701 0.7752 0.7802 0.7861 0.7947 0.8036 0.8125 0.8214 0.8302 0.8391 0.8504 0.8618 0.8732 0.8847 0.9001 0.9180 0.9430 0.9714 0.9742 0.9771 0.9800 0.9828 0.9857 100 Year SWMM Results 0.9885 0.9914 0.9943 0.9971 1.0000 Transect L970_SF Area: 0.0019 0.0078 0.0169 0.0276 0.0394 0.0518 0.0647 0.0782 0.0920 0.1062 0.1207 0.1355 0.1506 0.1661 0.1819 0.1982 0.2148 0.2319 0.2493 0.2671 0.2853 0.3038 0.3227 0.3419 0.3616 0.3816 0.4021 0.4230 0.4443 0.4661 0.4883 0.5110 0.5342 0.5578 0.5821 0.6071 0.6325 0.6582 0.6842 0.7104 0.7369 0.7637 0.7907 0.8181 0.8462 0.8752 0.9048 0.9351 0.9665 1.0000 Hrad: 0.0168 0.0345 0.0576 0.0836 0.1114 0.1404 0.1685 0.1961 0.2255 0.2543 0.2826 0.3104 0.3378 0.3645 0.3887 0.4132 0.4374 0.4613 0.4849 0.5090 0.5332 0.5572 0.5810 0.6033 0.6244 0.6453 0.6663 0.6871 0.7078 0.7268 0.7452 0.7636 0.7819 0.7995 0.8097 0.8224 0.8479 0.8732 0.8983 0.9232 0.9480 0.9726 0.9971 1.0153 1.0127 1.0247 1.0340 1.0416 1.0367 1.0000 Width: 0.1072 0.2116 0.2732 0.3073 0.3297 0.3438 0.3580 0.3714 0.3802 0.3890 0.3977 0.4065 0.4153 0.4243 0.4358 0.4465 0.4572 0.4679 0.4786 0.4886 0.4980 0.5075 0.5169 0.5274 0.5389 0.5503 0.5616 0.5729 0.5841 0.5967 0.6097 0.6227 0.6356 0.6491 0.6689 0.6868 0.6940 0.7013 0.7086 0.7158 0.7231 0.7303 0.7376 0.7494 0.7772 0.7943 0.8138 0.8351 0.8672 1.0000 Transect Street Area: 0.0008 0.0032 0.0072 0.0128 0.0200 0.0288 0.0392 0.0512 0.0648 0.0800 0.0968 0.1149 0.1330 0.1511 0.1693 0.1875 0.2058 0.2248 0.2441 0.2637 0.2836 0.3038 0.3244 0.3453 0.3665 0.3880 0.4098 0.4320 0.4545 0.4772 0.5004 0.5238 0.5475 0.5716 0.5960 0.6207 0.6457 0.6710 0.6967 0.7227 100 Year SWMM Results 0.7490 0.7756 0.8025 0.8298 0.8574 0.8852 0.9135 0.9420 0.9708 1.0000 Hrad: 0.0148 0.0295 0.0443 0.0591 0.0739 0.0886 0.1034 0.1182 0.1330 0.1477 0.1625 0.1869 0.2161 0.2451 0.2741 0.3029 0.3315 0.3590 0.3859 0.4123 0.4380 0.4632 0.4878 0.5120 0.5356 0.5587 0.5814 0.6036 0.6254 0.6467 0.6676 0.6881 0.7082 0.7280 0.7473 0.7663 0.7850 0.8033 0.8213 0.8390 0.8563 0.8734 0.8902 0.9067 0.9229 0.9388 0.9545 0.9699 0.9851 1.0000 Width: 0.0546 0.1091 0.1637 0.2183 0.2728 0.3274 0.3820 0.4365 0.4911 0.5457 0.6002 0.6186 0.6188 0.6190 0.6192 0.6194 0.6413 0.6522 0.6630 0.6739 0.6848 0.6957 0.7065 0.7174 0.7283 0.7391 0.7500 0.7609 0.7717 0.7826 0.7935 0.8043 0.8152 0.8261 0.8370 0.8478 0.8587 0.8696 0.8804 0.8913 0.9022 0.9130 0.9239 0.9348 0.9457 0.9565 0.9674 0.9783 0.9891 1.0000 Transect L700A_SF Area: 0.0004 0.0015 0.0035 0.0061 0.0096 0.0138 0.0188 0.0246 0.0311 0.0384 0.0464 0.0553 0.0648 0.0752 0.0863 0.0982 0.1109 0.1243 0.1385 0.1535 0.1692 0.1857 0.2030 0.2210 0.2398 0.2594 0.2797 0.3008 0.3227 0.3453 0.3688 0.3929 0.4179 0.4436 0.4701 0.4973 0.5253 0.5541 0.5836 0.6139 0.6450 0.6769 0.7095 0.7429 0.7787 0.8172 0.8586 0.9029 0.9500 1.0000 Hrad: 0.0256 0.0512 0.0768 0.1024 0.1280 0.1536 0.1792 0.2048 0.2304 0.2560 0.2816 0.3072 0.3328 0.3584 0.3840 0.4096 0.4352 0.4608 0.4864 0.5120 0.5376 0.5632 0.5888 0.6144 0.6400 0.6656 0.6912 0.7168 0.7424 0.7680 0.7936 0.8192 0.8448 0.8704 0.8960 0.9216 0.9472 0.9728 0.9984 1.0240 1.0496 1.0752 1.1008 1.1096 1.0746 100 Year SWMM Results 1.0481 1.0286 1.0147 1.0054 1.0000 Width: 0.0149 0.0299 0.0448 0.0597 0.0747 0.0896 0.1045 0.1194 0.1344 0.1493 0.1642 0.1792 0.1941 0.2090 0.2240 0.2389 0.2538 0.2688 0.2837 0.2986 0.3135 0.3285 0.3434 0.3583 0.3733 0.3882 0.4031 0.4181 0.4330 0.4479 0.4629 0.4778 0.4927 0.5076 0.5226 0.5375 0.5524 0.5674 0.5823 0.5972 0.6122 0.6271 0.6420 0.6671 0.7226 0.7781 0.8335 0.8890 0.9445 1.0000 Transect L700B_SF Area: 0.0001 0.0006 0.0013 0.0023 0.0035 0.0051 0.0069 0.0091 0.0115 0.0142 0.0171 0.0204 0.0244 0.0298 0.0367 0.0450 0.0548 0.0661 0.0788 0.0930 0.1086 0.1257 0.1443 0.1643 0.1858 0.2087 0.2331 0.2590 0.2863 0.3147 0.3432 0.3717 0.4003 0.4288 0.4574 0.4861 0.5155 0.5461 0.5778 0.6107 0.6446 0.6796 0.7158 0.7531 0.7914 0.8309 0.8715 0.9132 0.9561 1.0000 Hrad: 0.0219 0.0437 0.0656 0.0875 0.1093 0.1312 0.1531 0.1749 0.1968 0.2187 0.2405 0.2624 0.2289 0.2145 0.2140 0.2209 0.2321 0.2460 0.2617 0.2788 0.2968 0.3156 0.3349 0.3547 0.3748 0.3952 0.4159 0.4367 0.4578 0.4952 0.5390 0.5827 0.6263 0.6697 0.7131 0.7484 0.7643 0.7807 0.7975 0.8146 0.8321 0.8499 0.8679 0.8862 0.9047 0.9234 0.9423 0.9614 0.9806 1.0000 Width: 0.0064 0.0127 0.0191 0.0255 0.0318 0.0382 0.0446 0.0509 0.0573 0.0637 0.0700 0.0764 0.1054 0.1382 0.1711 0.2039 0.2367 0.2695 0.3023 0.3351 0.3679 0.4008 0.4336 0.4664 0.4992 0.5320 0.5648 0.5976 0.6305 0.6402 0.6407 0.6412 0.6417 0.6422 0.6427 0.6502 0.6752 0.7001 0.7251 0.7501 0.7751 0.8001 0.8251 0.8501 0.8751 0.9000 0.9250 0.9500 0.9750 1.0000 100 Year SWMM Results Transect L925_SF2 Area: 0.0001 0.0005 0.0011 0.0020 0.0034 0.0057 0.0089 0.0131 0.0181 0.0241 0.0311 0.0389 0.0477 0.0575 0.0683 0.0801 0.0930 0.1069 0.1218 0.1377 0.1547 0.1726 0.1917 0.2117 0.2327 0.2548 0.2779 0.3021 0.3272 0.3534 0.3806 0.4088 0.4381 0.4684 0.4997 0.5318 0.5642 0.5969 0.6297 0.6627 0.6958 0.7291 0.7625 0.7960 0.8297 0.8634 0.8974 0.9315 0.9657 1.0000 Hrad: 0.0168 0.0335 0.0503 0.0671 0.0618 0.0697 0.0822 0.0966 0.1119 0.1278 0.1440 0.1604 0.1766 0.1918 0.2073 0.2232 0.2392 0.2555 0.2719 0.2884 0.3050 0.3216 0.3384 0.3551 0.3720 0.3889 0.4058 0.4227 0.4397 0.4567 0.4738 0.4908 0.5079 0.5250 0.5420 0.5691 0.5974 0.6285 0.6602 0.6917 0.7231 0.7544 0.7855 0.8165 0.8474 0.8782 0.9088 0.9393 0.9697 1.0000 Width: 0.0072 0.0144 0.0215 0.0287 0.0536 0.0805 0.1074 0.1343 0.1612 0.1881 0.2150 0.2419 0.2693 0.2991 0.3289 0.3587 0.3885 0.4182 0.4480 0.4778 0.5076 0.5374 0.5672 0.5970 0.6268 0.6566 0.6864 0.7162 0.7460 0.7758 0.8056 0.8354 0.8652 0.8949 0.9247 0.9373 0.9474 0.9525 0.9564 0.9604 0.9644 0.9683 0.9723 0.9762 0.9802 0.9842 0.9881 0.9921 0.9960 1.0000 Transect L925_SF3 Area: 0.0001 0.0005 0.0012 0.0021 0.0032 0.0046 0.0063 0.0082 0.0105 0.0137 0.0179 0.0231 0.0293 0.0365 0.0441 0.0520 0.0604 0.0691 0.0783 0.0878 0.0977 0.1080 0.1187 0.1298 0.1412 0.1536 0.1673 0.1823 0.1988 0.2166 0.2358 0.2564 0.2783 0.3017 0.3269 0.3546 0.3847 0.4173 0.4524 0.4899 0.5299 0.5723 0.6172 0.6645 0.7143 100 Year SWMM Results 0.7665 0.8212 0.8783 0.9379 1.0000 Hrad: 0.0307 0.0613 0.0920 0.1227 0.1533 0.1840 0.2146 0.2453 0.2411 0.2302 0.2372 0.2528 0.2730 0.3077 0.3532 0.3974 0.4404 0.4823 0.5234 0.5636 0.6032 0.6421 0.6804 0.7183 0.7556 0.7364 0.7267 0.7242 0.7271 0.7342 0.7447 0.7579 0.7733 0.7906 0.7779 0.7727 0.7733 0.7783 0.7870 0.7985 0.8125 0.8284 0.8461 0.8651 0.8854 0.9067 0.9289 0.9519 0.9757 1.0000 Width: 0.0041 0.0081 0.0122 0.0163 0.0204 0.0244 0.0285 0.0326 0.0425 0.0584 0.0743 0.0901 0.1060 0.1169 0.1230 0.1291 0.1352 0.1413 0.1474 0.1535 0.1596 0.1657 0.1718 0.1779 0.1840 0.2058 0.2275 0.2492 0.2709 0.2926 0.3143 0.3360 0.3577 0.3794 0.4181 0.4569 0.4957 0.5345 0.5733 0.6121 0.6509 0.6897 0.7285 0.7673 0.8060 0.8448 0.8836 0.9224 0.9612 1.0000 Transect L900B_SF Area: 0.0001 0.0005 0.0011 0.0020 0.0031 0.0044 0.0060 0.0078 0.0102 0.0135 0.0178 0.0231 0.0293 0.0366 0.0448 0.0541 0.0643 0.0755 0.0877 0.1009 0.1151 0.1303 0.1465 0.1636 0.1827 0.2037 0.2258 0.2488 0.2727 0.2977 0.3236 0.3505 0.3783 0.4071 0.4369 0.4677 0.4994 0.5321 0.5657 0.6004 0.6360 0.6725 0.7101 0.7486 0.7881 0.8285 0.8699 0.9123 0.9557 1.0000 Hrad: 0.0228 0.0457 0.0685 0.0913 0.1141 0.1370 0.1598 0.1826 0.1660 0.1637 0.1719 0.1853 0.2016 0.2197 0.2390 0.2591 0.2799 0.3011 0.3226 0.3445 0.3665 0.3887 0.4111 0.4336 0.4534 0.4710 0.4896 0.5091 0.5292 0.5498 0.5709 0.5922 0.6138 0.6357 0.6577 0.6799 0.7023 0.7248 0.7473 0.7700 0.7928 0.8156 0.8385 0.8614 0.8844 0.9075 0.9305 0.9537 0.9768 1.0000 100 Year SWMM Results Width: 0.0055 0.0109 0.0164 0.0218 0.0273 0.0327 0.0382 0.0437 0.0628 0.0849 0.1070 0.1290 0.1511 0.1731 0.1952 0.2173 0.2393 0.2614 0.2834 0.3055 0.3276 0.3496 0.3717 0.3938 0.4592 0.4808 0.5024 0.5241 0.5457 0.5673 0.5890 0.6106 0.6322 0.6539 0.6755 0.6971 0.7188 0.7404 0.7620 0.7837 0.8053 0.8269 0.8486 0.8702 0.8918 0.9135 0.9351 0.9567 0.9784 1.0000 ************** Street Summary ************** Street Trilby_RoadFrontage Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0199 0.0399 0.0598 0.0797 0.0996 0.1196 0.1395 0.1594 0.1793 0.1993 0.2192 0.2391 0.2590 0.2790 0.2989 0.3188 0.3388 0.3587 0.3786 0.3985 0.4185 0.4384 0.4583 0.4782 0.4982 0.5181 0.5380 0.5579 0.5779 0.5978 0.6177 0.6378 0.6579 0.6780 0.6982 0.7183 0.7384 0.7585 0.7787 0.7988 0.8189 0.8390 0.8591 0.8793 0.8994 0.9195 0.9396 0.9598 0.9799 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 100 Year SWMM Results 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ NO Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Surcharge Method ......... EXTRAN Starting Date ............ 03/02/2017 00:00:00 Ending Date .............. 03/03/2017 12:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:01:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 1.00 sec Variable Time Step ....... YES Maximum Trials ........... 8 Number of Threads ........ 4 Head Tolerance ........... 0.001500 ft ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 220.115 3.669 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 59.787 0.997 Surface Runoff ........... 158.284 2.638 Final Storage ............ 2.135 0.036 Continuity Error (%) ..... -0.041 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal 100 Year SWMM Results ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 158.280 51.578 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 157.096 51.192 Flooding Loss ............ 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.001 0.000 Final Stored Volume ...... 0.812 0.265 Continuity Error (%) ..... 0.235 ************************* Highest Continuity Errors ************************* Node J444 (1.88%) Node J730 (-1.53%) Node J600 (-1.41%) Node P324 (-1.02%) *************************** Time-Step Critical Elements *************************** Link L460_SF (7.93%) Link L300_SF (3.51%) ******************************** Highest Flow Instability Indexes ******************************** Link L385_P (20) Link L386_P (1) Link L456_P (1) ********************************* Most Frequent Nonconverging Nodes ********************************* Node O099 (0.05%) Node O299 (0.05%) Node J676 (0.03%) Node P385 (0.01%) Node J910C (0.00%) 100 Year SWMM Results ************************* Routing Time Step Summary ************************* Minimum Time Step : 0.50 sec Average Time Step : 0.96 sec Maximum Time Step : 1.00 sec % of Time in Steady State : 0.00 Average Iterations per Step : 2.07 % of Steps Not Converging : 0.05 Time Step Frequencies : 1.000 - 0.871 sec : 90.01 % 0.871 - 0.758 sec : 1.37 % 0.758 - 0.660 sec : 3.66 % 0.660 - 0.574 sec : 2.44 % 0.574 - 0.500 sec : 2.52 % *************************** Subcatchment Runoff Summary *************************** ------------------------------------------------------------------------------------- ----------------------------------------- Total Total Total Total Imperv Perv Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Runoff Runoff Coeff Subcatchment in in in in in in in 10^6 gal CFS ------------------------------------------------------------------------------------- ----------------------------------------- A1 3.67 0.00 0.00 1.38 0.48 1.80 2.27 0.09 5.39 0.619 A10 3.67 0.00 0.00 0.51 2.26 0.84 3.10 0.02 1.63 0.845 A2 3.67 0.00 0.00 0.76 1.86 1.00 2.86 0.14 11.47 0.779 A3 3.67 0.00 0.00 0.42 2.50 0.67 3.18 0.03 2.73 0.866 A4 3.67 0.00 0.00 0.78 1.75 1.08 2.84 0.13 10.77 0.773 A5 3.67 0.00 0.00 0.60 2.12 0.89 3.01 0.03 3.25 0.821 A6 3.67 0.00 0.00 0.44 2.48 0.68 3.16 0.06 6.22 0.861 100 Year SWMM Results A7 3.67 0.00 0.00 0.40 2.57 0.63 3.20 0.04 3.77 0.871 A8 3.67 0.00 0.00 0.52 2.30 0.78 3.08 0.10 9.72 0.840 A9 3.67 0.00 0.00 0.40 2.55 0.65 3.20 0.02 1.93 0.873 B1 3.67 0.00 0.00 0.31 2.77 0.52 3.29 0.06 6.04 0.896 B100 3.67 0.00 0.00 0.80 1.61 1.22 2.83 0.14 13.68 0.770 B110 3.67 0.00 0.00 0.80 1.61 1.22 2.83 0.66 63.70 0.771 B2 3.67 0.00 0.00 1.48 0.47 1.71 2.18 0.04 2.32 0.594 B300 3.67 0.00 0.00 1.33 0.18 2.16 2.34 0.08 8.48 0.637 B310 3.67 0.00 0.00 0.78 1.61 1.24 2.85 1.57 161.71 0.776 B320 3.67 0.00 0.00 0.87 1.43 1.33 2.76 0.85 79.37 0.751 B330 3.67 0.00 0.00 0.87 1.43 1.34 2.76 2.98 286.46 0.753 B340 3.67 0.00 0.00 0.95 1.25 1.44 2.69 2.28 213.32 0.733 B350 3.67 0.00 0.00 0.79 1.61 1.23 2.84 1.69 166.45 0.773 B360 3.67 0.00 0.00 1.37 0.18 2.12 2.29 0.15 13.18 0.625 B370 3.67 0.00 0.00 1.54 0.18 1.95 2.13 1.75 92.54 0.580 B380 3.67 0.00 0.00 1.33 0.18 2.16 2.33 0.31 34.01 0.636 B390 3.67 0.00 0.00 1.44 0.18 2.05 2.23 0.62 43.91 0.608 B400 3.67 0.00 0.00 1.22 0.71 1.72 2.43 1.49 113.60 0.663 B410 3.67 0.00 0.00 0.80 1.61 1.22 2.83 0.63 60.07 0.771 B420 3.67 0.00 0.00 1.21 0.71 1.72 2.44 0.39 30.04 0.665 B430 3.67 0.00 0.00 0.80 1.61 1.22 2.82 0.48 45.04 0.769 B440 3.67 0.00 0.00 0.80 1.61 1.22 2.82 0.73 69.11 0.769 B445 3.67 0.00 0.00 0.80 1.61 1.22 2.82 0.04 3.74 0.769 100 Year SWMM Results B450 3.67 0.00 0.00 0.79 1.61 1.23 2.84 0.25 24.75 0.774 B455 3.67 0.00 0.00 0.79 1.61 1.23 2.84 0.19 18.96 0.774 B460 3.67 0.00 0.00 1.04 1.07 1.53 2.61 0.18 15.78 0.710 B465 3.67 0.00 0.00 1.04 1.07 1.53 2.61 0.16 14.23 0.710 B470 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.37 39.02 0.940 B480 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.42 45.01 0.940 B490 3.67 0.00 0.00 0.13 3.22 0.24 3.45 0.20 21.15 0.941 B500 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.18 19.12 0.940 B510 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.09 9.17 0.940 B520 3.67 0.00 0.00 0.34 2.68 0.58 3.26 0.75 81.54 0.888 B530 3.67 0.00 0.00 0.34 2.68 0.58 3.26 0.17 19.04 0.889 B540 3.67 0.00 0.00 0.34 2.68 0.58 3.26 0.27 29.78 0.889 B600 3.67 0.00 0.00 1.52 0.36 1.78 2.14 0.72 36.57 0.582 B610 3.67 0.00 0.00 0.55 2.14 0.92 3.06 0.70 76.59 0.834 B620 3.67 0.00 0.00 1.19 0.71 1.75 2.46 0.35 29.29 0.671 B630 3.67 0.00 0.00 0.88 1.43 1.32 2.75 0.65 59.52 0.750 B640 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.65 67.96 0.940 B650 3.67 0.00 0.00 1.58 0.36 1.72 2.08 0.54 25.19 0.567 B660 3.67 0.00 0.00 0.79 1.61 1.22 2.83 0.13 13.03 0.772 B670 3.67 0.00 0.00 0.80 1.61 1.21 2.82 0.06 5.90 0.769 B680 3.67 0.00 0.00 0.81 1.61 1.21 2.82 0.15 14.39 0.768 B690 3.67 0.00 0.00 0.62 2.14 0.85 2.99 1.63 141.92 0.816 B700 3.67 0.00 0.00 1.63 0.18 1.86 2.04 2.38 105.02 0.555 100 Year SWMM Results B710 3.67 0.00 0.00 0.72 1.79 1.11 2.90 0.98 95.72 0.790 B720 3.67 0.00 0.00 1.55 0.36 1.75 2.11 1.52 73.95 0.576 B730 3.67 0.00 0.00 0.78 1.61 1.24 2.84 0.32 32.67 0.775 B740 3.67 0.00 0.00 0.54 2.14 0.93 3.07 0.15 16.58 0.837 B750 3.67 0.00 0.00 0.79 1.61 1.23 2.84 0.42 41.52 0.774 B760 3.67 0.00 0.00 1.12 0.71 1.82 2.54 0.08 9.16 0.691 B770 3.67 0.00 0.00 0.70 1.79 1.14 2.92 0.24 25.23 0.797 B770A 3.67 0.00 0.00 0.00 3.57 0.00 3.57 0.03 3.54 0.974 B770B 3.67 0.00 0.00 0.15 3.18 0.25 3.43 0.14 13.54 0.935 B780 3.67 0.00 0.00 0.84 1.43 1.36 2.79 0.17 18.21 0.760 B790 3.67 0.00 0.00 1.16 0.88 1.61 2.49 0.99 76.06 0.678 B800 3.67 0.00 0.00 1.24 0.71 1.69 2.41 1.68 121.07 0.657 B805 3.67 0.00 0.00 1.24 0.71 1.69 2.41 2.51 180.86 0.657 B810 3.67 0.00 0.00 0.64 1.97 1.01 2.98 1.86 190.25 0.812 B830 3.67 0.00 0.00 1.04 1.61 0.98 2.59 0.54 36.15 0.705 B840 3.67 0.00 0.00 1.08 1.61 0.94 2.54 0.91 58.85 0.693 B850 3.67 0.00 0.00 1.43 0.36 1.88 2.24 1.03 62.87 0.609 B870 3.67 0.00 0.00 1.00 1.07 1.57 2.64 0.19 18.87 0.719 B874 3.67 0.00 0.00 0.70 1.79 1.13 2.92 0.43 44.94 0.796 B876 3.67 0.00 0.00 0.58 2.14 0.89 3.03 1.40 136.36 0.826 B880 3.67 0.00 0.00 0.66 1.96 0.99 2.96 1.26 119.53 0.806 B900 3.67 0.00 0.00 0.55 2.14 0.92 3.06 0.18 19.88 0.835 B900A 3.67 0.00 0.00 0.07 3.39 0.12 3.51 0.05 4.77 0.957 100 Year SWMM Results B900B 3.67 0.00 0.00 0.00 3.57 0.00 3.57 0.05 5.62 0.974 B910A 3.67 0.00 0.00 0.38 2.64 0.57 3.21 0.27 24.97 0.876 B910C 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.13 13.36 0.940 B910D 3.67 0.00 0.00 0.00 3.57 0.00 3.57 0.04 4.54 0.974 B920A 3.67 0.00 0.00 1.14 0.71 1.80 2.51 0.26 26.30 0.685 B920B 3.67 0.00 0.00 0.74 2.25 0.62 2.87 0.08 4.66 0.782 B920C 3.67 0.00 0.00 0.50 2.36 0.75 3.11 0.14 13.83 0.847 B930 3.67 0.00 0.00 0.89 1.43 1.31 2.74 0.39 35.42 0.748 B940 3.67 0.00 0.00 0.84 1.61 1.18 2.78 1.17 100.14 0.759 B950 3.67 0.00 0.00 0.77 1.61 1.25 2.86 0.20 21.10 0.778 B970 3.67 0.00 0.00 0.78 1.61 1.24 2.84 0.67 67.49 0.775 C1 3.67 0.00 0.00 1.10 1.55 0.97 2.53 0.30 19.80 0.689 C2 3.67 0.00 0.00 1.59 2.02 0.00 2.02 0.06 5.26 0.551 C3 3.67 0.00 0.00 0.31 2.86 0.42 3.28 0.16 12.66 0.893 C4 3.67 0.00 0.00 0.76 1.92 0.94 2.85 0.21 16.90 0.778 C5 3.67 0.00 0.00 0.58 2.31 0.73 3.04 0.11 8.89 0.829 D1 3.67 0.00 0.00 0.24 2.95 0.41 3.35 0.03 2.83 0.914 D2 3.67 0.00 0.00 0.42 2.40 0.78 3.18 0.04 4.84 0.867 E1 3.67 0.00 0.00 0.13 3.22 0.23 3.45 0.12 13.05 0.941 E2 3.67 0.00 0.00 0.34 2.71 0.54 3.26 0.07 6.69 0.887 E3 3.67 0.00 0.00 1.39 0.24 2.03 2.27 0.05 3.63 0.619 F1 3.67 0.00 0.00 0.60 2.01 1.00 3.01 0.04 4.29 0.821 G1 3.67 0.00 0.00 0.28 2.87 0.43 3.31 0.09 8.44 0.901 100 Year SWMM Results G2 3.67 0.00 0.00 0.25 2.92 0.42 3.34 0.06 5.80 0.910 G3 3.67 0.00 0.00 0.69 1.87 1.06 2.93 0.08 8.15 0.797 G4 3.67 0.00 0.00 0.23 2.98 0.38 3.36 0.07 7.01 0.915 G5 3.67 0.00 0.00 1.08 1.12 1.43 2.56 0.09 6.44 0.697 H1 3.67 0.00 0.00 1.79 0.23 1.64 1.87 0.30 10.60 0.509 OF1 3.67 0.00 0.00 1.49 0.45 1.71 2.17 0.01 0.68 0.591 OF2 3.67 0.00 0.00 1.57 0.78 1.30 2.08 0.03 1.56 0.567 OS1 3.67 0.00 0.00 0.17 3.12 0.29 3.41 0.08 7.59 0.931 OS2 3.67 0.00 0.00 0.95 1.58 1.10 2.68 0.14 10.48 0.730 OS3 3.67 0.00 0.00 0.20 3.06 0.33 3.39 0.03 2.86 0.924 OS4 3.67 0.00 0.00 0.37 2.71 0.51 3.23 0.15 12.69 0.879 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL Occurrence Max Depth Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- J100 JUNCTION 0.09 1.19 4959.40 0 00:59 1.18 J300 JUNCTION 0.59 3.62 4888.14 0 01:11 3.62 J310 JUNCTION 0.70 4.25 4896.40 0 01:10 4.25 J316 JUNCTION 0.42 3.52 4896.49 0 01:10 3.52 J320 JUNCTION 1.22 6.37 4902.23 0 01:08 6.37 J330 JUNCTION 0.51 3.47 4907.02 0 01:06 3.47 J340 JUNCTION 0.08 1.22 4910.95 0 00:41 1.22 J346 JUNCTION 0.06 1.21 4920.48 0 00:40 1.21 J350 JUNCTION 0.04 0.66 4921.68 0 00:40 0.66 J360 JUNCTION 0.29 1.55 4924.89 0 00:56 1.55 J361 JUNCTION 0.26 0.77 4982.04 0 02:05 0.77 J362 JUNCTION 0.50 2.29 4999.16 0 02:05 2.29 J373 JUNCTION 0.11 0.79 4994.98 0 01:20 0.79 J374 JUNCTION 0.95 7.43 5003.74 0 01:19 7.43 100 Year SWMM Results J380 JUNCTION 0.38 1.52 4932.41 0 00:46 1.52 J386 JUNCTION 0.20 1.64 4975.64 0 00:59 1.64 J390 JUNCTION 0.14 0.91 4933.22 0 00:46 0.91 J400 JUNCTION 0.17 0.76 4936.79 0 00:50 0.76 J410 JUNCTION 0.17 5.20 4947.45 0 00:40 5.20 J414 JUNCTION 0.14 1.49 4940.18 0 01:01 1.49 J444 JUNCTION 0.07 1.07 4962.21 0 00:45 1.07 J448 JUNCTION 0.02 0.52 4967.74 0 00:40 0.51 J450 JUNCTION 0.11 3.21 4970.54 0 00:40 3.21 J451 JUNCTION 0.10 1.63 4968.43 0 00:41 1.63 J452 JUNCTION 0.06 1.71 4969.91 0 00:44 1.71 J452-TypeR JUNCTION 0.01 0.33 4976.80 0 00:40 0.33 J456 JUNCTION 0.25 6.00 4975.60 0 00:44 6.00 J456-TypeR JUNCTION 0.10 4.07 4976.96 0 00:40 4.07 J457 JUNCTION 0.10 1.67 4979.17 0 00:44 1.67 J458 JUNCTION 0.08 1.49 4979.40 0 00:40 1.49 J462 JUNCTION 0.12 2.61 4980.65 0 00:40 2.55 J464 JUNCTION 0.11 2.94 4981.44 0 00:40 2.92 J470 JUNCTION 0.05 1.63 5000.14 0 00:40 1.63 J482 JUNCTION 0.52 9.30 5008.05 0 00:40 9.29 J500 JUNCTION 0.05 1.93 4992.13 0 00:40 1.93 J508 JUNCTION 0.02 0.47 4984.71 0 00:42 0.47 J510 JUNCTION 0.02 0.53 4992.09 0 00:40 0.53 J516 JUNCTION 0.01 0.39 5003.81 0 00:40 0.39 J520 JUNCTION 0.57 6.86 5005.63 0 00:40 6.86 J525 JUNCTION 0.54 6.45 5009.61 0 00:40 6.45 J540 JUNCTION 0.02 0.46 5019.89 0 00:40 0.46 J600 JUNCTION 0.13 1.00 4936.31 0 00:41 1.00 J620 JUNCTION 0.01 0.22 4961.57 0 00:43 0.22 J626 JUNCTION 0.24 2.25 4941.20 0 00:40 2.25 J630 JUNCTION 0.04 0.87 4946.78 0 00:40 0.87 J640 JUNCTION 0.20 1.78 4945.10 0 00:59 1.78 J650 JUNCTION 0.20 1.58 4958.44 0 00:59 1.58 J651 JUNCTION 0.04 0.55 4976.78 0 00:59 0.55 J652 JUNCTION 0.13 0.87 4970.87 0 00:51 0.87 J676 JUNCTION 0.49 4.52 4977.52 0 00:52 4.52 J710 JUNCTION 0.11 1.08 4984.36 0 00:52 1.08 J730 JUNCTION 0.04 0.50 4990.50 0 00:42 0.50 J736 JUNCTION 0.14 2.33 4992.60 0 00:40 2.33 J740 JUNCTION 0.24 4.75 4996.21 0 00:40 4.74 J760 JUNCTION 0.01 0.20 5022.68 0 00:40 0.20 J770 JUNCTION 0.25 9.55 5021.23 0 00:40 9.55 J770A JUNCTION 0.06 3.44 5027.92 0 00:42 3.41 J770B JUNCTION 0.10 3.98 5035.34 0 00:41 3.98 J782 JUNCTION 0.21 7.29 5025.99 0 00:42 7.29 J804 JUNCTION 0.12 1.23 4942.94 0 00:45 1.23 J805 JUNCTION 0.04 0.84 4949.11 0 00:40 0.83 100 Year SWMM Results J810 JUNCTION 0.28 1.43 4965.04 0 00:40 1.43 J828 JUNCTION 0.03 0.67 5062.33 0 00:41 0.66 J830 JUNCTION 0.04 0.70 5064.32 0 00:40 0.70 J840 JUNCTION 0.10 2.15 5065.06 0 00:40 2.13 J870 JUNCTION 0.06 0.50 5043.00 0 00:45 0.50 J872 JUNCTION 0.03 0.23 5045.90 0 00:54 0.23 J873 JUNCTION 0.39 3.65 5049.65 0 00:54 3.65 J875 JUNCTION 0.05 0.52 5050.88 0 00:43 0.52 J880 JUNCTION 0.15 1.18 4972.70 0 00:40 1.18 J884 JUNCTION 0.24 0.76 4969.69 0 00:44 0.76 J886 JUNCTION 0.02 0.46 4987.77 0 00:41 0.46 J900 JUNCTION 0.02 0.52 5013.55 0 00:40 0.52 J900A JUNCTION 0.08 4.12 5027.76 0 00:45 4.12 J900B JUNCTION 0.05 2.21 5025.61 0 00:45 2.21 J908 JUNCTION 0.00 0.00 5024.29 0 00:00 0.00 J909 JUNCTION 0.00 0.00 5026.50 0 00:00 0.00 J910 JUNCTION 0.22 1.89 5019.39 0 00:46 1.89 5g JUNCTION 0.00 0.00 5009.00 0 00:46 0.00 J910B JUNCTION 0.18 1.51 5033.51 0 00:40 1.51 J910C JUNCTION 0.09 4.77 5029.77 0 00:40 4.76 J910D JUNCTION 1.42 4.97 5025.59 0 00:45 4.97 J919_1 JUNCTION 0.63 5.14 5036.94 0 00:40 5.06 J920A JUNCTION 0.15 1.31 5041.31 0 00:40 1.31 J920B JUNCTION 0.06 1.60 5037.80 0 00:41 1.59 J920C JUNCTION 0.11 4.78 5036.09 0 00:46 4.78 J925A JUNCTION 0.12 3.80 5031.80 0 00:39 3.80 J925B JUNCTION 0.13 5.83 5029.63 0 00:45 5.83 J925C JUNCTION 0.23 5.49 5027.72 0 00:45 5.49 J925D JUNCTION 0.47 5.10 5026.76 0 00:45 5.10 J931 JUNCTION 0.04 0.26 5049.59 0 00:41 0.26 J932 JUNCTION 1.12 6.19 5068.90 0 02:17 6.19 J963 JUNCTION 0.00 0.00 5087.95 0 00:00 0.00 J969 JUNCTION 0.00 0.00 5090.64 0 00:00 0.00 J364 JUNCTION 0.00 0.00 5007.00 0 00:00 0.00 4C JUNCTION 0.03 0.87 5022.87 0 00:40 0.87 5C JUNCTION 0.03 0.56 5022.56 0 00:40 0.56 1.8 JUNCTION 0.07 1.75 5022.26 0 00:40 1.74 3a JUNCTION 0.02 0.48 5033.73 0 00:40 0.48 2a JUNCTION 0.03 0.68 5035.68 0 00:40 0.68 1.2 JUNCTION 0.04 0.83 5032.73 0 00:40 0.83 4a JUNCTION 0.03 0.76 5033.94 0 00:40 0.76 5a JUNCTION 0.02 0.55 5033.05 0 00:40 0.55 1.3 JUNCTION 0.08 1.87 5028.82 0 00:40 1.86 6a JUNCTION 0.02 0.43 5033.43 0 00:40 0.43 7a JUNCTION 0.01 0.28 5033.28 0 00:40 0.28 1.1 JUNCTION 0.02 0.44 5031.41 0 00:40 0.44 1a JUNCTION 0.03 0.65 5042.74 0 00:40 0.65 100 Year SWMM Results d.2 JUNCTION 0.02 1.16 5025.41 0 00:41 1.08 d.1 JUNCTION 0.02 0.95 5025.20 0 00:41 0.89 6.1 JUNCTION 0.18 1.69 5025.09 0 00:40 1.63 4g JUNCTION 0.05 1.42 5015.42 0 00:40 1.42 1g JUNCTION 0.06 1.26 5017.26 0 00:40 1.25 2g JUNCTION 0.02 0.60 5014.44 0 00:40 0.60 2.2 JUNCTION 0.10 2.35 5014.35 0 00:40 2.33 2.3 JUNCTION 0.00 0.01 5001.01 0 00:40 0.01 1f JUNCTION 0.00 0.00 5017.84 0 00:41 0.00 8a JUNCTION 0.03 0.71 5025.71 0 00:40 0.71 10a JUNCTION 0.01 0.63 5025.63 0 00:40 0.41 1c JUNCTION 0.06 1.43 5033.43 0 00:40 1.43 2c JUNCTION 0.04 1.23 5033.23 0 00:40 1.23 2.1 JUNCTION 0.02 0.60 5014.10 0 00:40 0.60 1.4 JUNCTION 0.07 1.51 5033.26 0 00:40 1.50 1.5 JUNCTION 0.06 1.21 5032.09 0 00:40 1.20 3.2 JUNCTION 0.20 1.84 5027.84 0 00:40 1.83 3.3 JUNCTION 0.23 2.14 5026.64 0 00:40 2.13 6.2 JUNCTION 0.25 2.01 5024.41 0 00:45 2.00 1.7 JUNCTION 0.06 1.57 5025.47 0 00:40 1.56 1b JUNCTION 0.02 0.45 5030.63 0 00:40 0.45 1.6 JUNCTION 0.05 0.95 5028.84 0 00:40 0.94 3c JUNCTION 0.05 0.94 5029.27 0 00:40 0.94 5.1 JUNCTION 0.25 2.28 5026.28 0 00:40 2.27 7.1 JUNCTION 0.11 2.19 5047.19 0 00:41 2.18 J362.1 JUNCTION 0.64 2.47 5000.47 0 02:05 2.47 17 JUNCTION 0.06 1.57 5027.57 0 00:40 1.56 9a JUNCTION 0.01 0.26 5028.36 0 00:40 0.26 1.9 JUNCTION 0.10 2.17 5021.17 0 00:40 2.15 O099 OUTFALL 0.09 1.19 4949.07 0 00:59 1.18 O299 OUTFALL 0.58 3.62 4887.62 0 01:11 3.62 P324 STORAGE 0.44 5.64 4944.83 0 00:59 5.64 P343 STORAGE 0.38 5.95 4989.55 0 00:43 5.95 P363 STORAGE 1.23 7.21 5006.11 0 02:10 7.21 P366 STORAGE 3.02 5.69 5024.69 0 00:45 5.69 P367 STORAGE 2.65 3.55 5029.52 0 01:04 3.55 P375 STORAGE 0.78 7.93 5004.55 0 01:20 7.93 P382 STORAGE 0.46 3.76 4978.52 0 00:51 3.76 P383 STORAGE 0.39 4.13 4977.73 0 00:52 4.13 P384 STORAGE 0.08 1.93 4976.12 0 00:50 1.93 P385 STORAGE 0.01 1.00 4959.65 0 00:40 1.00 P386 STORAGE 0.39 2.87 4978.16 0 00:58 2.87 P400 STORAGE 2.49 3.06 4951.88 0 00:40 3.06 P874 STORAGE 0.39 3.50 5049.67 0 00:53 3.50 P876 STORAGE 0.32 2.75 5054.05 0 00:44 2.75 P930 STORAGE 0.26 2.07 5057.18 0 01:20 2.07 P940 STORAGE 1.26 8.24 5075.24 0 02:07 8.24 100 Year SWMM Results P950 STORAGE 0.48 4.44 5085.63 0 02:00 4.44 P970 STORAGE 0.39 4.30 5092.99 0 01:11 4.30 P790 STORAGE 0.24 8.85 5037.81 0 00:41 8.85 ******************* Node Inflow Summary ******************* ------------------------------------------------------------------------------------- ------------ Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal Percent ------------------------------------------------------------------------------------- ------------ J100 JUNCTION 77.38 203.75 0 00:58 0.809 5.9 -0.073 J300 JUNCTION 8.48 939.45 0 01:11 0.0762 45.3 0.005 J310 JUNCTION 0.00 940.35 0 01:10 0 45.2 0.046 J316 JUNCTION 161.71 961.26 0 01:07 1.57 45.2 -0.013 J320 JUNCTION 79.37 927.27 0 01:06 0.847 43.7 0.025 J330 JUNCTION 286.46 1107.90 0 00:54 2.98 42.9 0.122 J340 JUNCTION 0.00 373.81 0 00:40 0 3.98 0.138 J346 JUNCTION 213.32 377.86 0 00:40 2.28 3.98 -0.146 J350 JUNCTION 166.45 166.45 0 00:40 1.69 1.69 -0.020 J360 JUNCTION 139.73 1154.09 0 00:49 2.2 36.2 0.869 J361 JUNCTION 0.00 53.15 0 02:05 0 8.18 0.000 J362 JUNCTION 0.00 53.16 0 02:05 0 8.18 0.001 J373 JUNCTION 0.00 49.76 0 01:19 0 3.48 -0.008 100 Year SWMM Results J374 JUNCTION 0.00 49.76 0 01:19 0 3.48 -0.066 J380 JUNCTION 0.00 757.49 0 00:45 0 26.3 -0.109 J386 JUNCTION 0.00 87.26 0 00:58 0 2.56 0.043 J390 JUNCTION 157.52 368.44 0 00:40 2.12 11.9 -0.242 J400 JUNCTION 0.00 129.81 0 00:49 0 5.04 0.112 J410 JUNCTION 60.07 60.07 0 00:40 0.628 0.628 -0.015 J414 JUNCTION 0.00 110.16 0 00:59 0 4.42 0.036 J444 JUNCTION 0.00 126.13 0 00:41 0 2.22 1.914 J448 JUNCTION 0.00 24.12 0 00:40 0 0.248 0.058 J450 JUNCTION 24.75 24.75 0 00:40 0.247 0.247 -0.011 J451 JUNCTION 0.00 105.38 0 00:44 0 1.98 -0.014 J452 JUNCTION 0.00 105.38 0 00:44 0 1.98 0.005 J452-TypeR JUNCTION 3.74 3.74 0 00:40 0.0396 0.0396 -0.015 J456 JUNCTION 15.78 104.65 0 00:43 0.18 1.94 -0.006 J456-TypeR JUNCTION 14.23 14.23 0 00:40 0.163 0.163 -0.002 J457 JUNCTION 0.00 90.90 0 00:40 0 1.6 0.011 J458 JUNCTION 0.00 91.07 0 00:40 0 1.6 -0.013 J462 JUNCTION 0.00 91.08 0 00:40 0 1.59 -0.012 J464 JUNCTION 0.00 40.91 0 00:40 0 0.51 -0.011 J470 JUNCTION 39.02 39.02 0 00:40 0.368 0.368 0.001 J482 JUNCTION 0.00 46.27 0 00:40 0 0.296 0.805 J500 JUNCTION 19.12 58.33 0 00:40 0.18 0.373 -0.003 J508 JUNCTION 18.96 88.60 0 00:40 0.189 0.593 0.241 100 Year SWMM Results J510 JUNCTION 9.17 73.32 0 00:40 0.0862 0.402 -0.257 J516 JUNCTION 0.00 109.35 0 00:40 0 0.51 0.120 J520 JUNCTION 81.54 124.30 0 00:40 0.746 0.951 0.636 J525 JUNCTION 19.04 48.53 0 00:40 0.173 0.441 0.765 J540 JUNCTION 29.78 29.78 0 00:40 0.27 0.27 0.777 J600 JUNCTION 113.15 293.56 0 00:40 1.42 7.58 -1.386 J620 JUNCTION 29.29 29.29 0 00:40 0.354 0.354 -0.015 J626 JUNCTION 0.00 171.28 0 00:40 0 5.81 0.007 J630 JUNCTION 59.52 59.52 0 00:40 0.646 0.646 -0.006 J640 JUNCTION 67.96 129.07 0 00:58 0.648 5.16 -0.033 J650 JUNCTION 25.19 120.35 0 00:57 0.541 4.51 0.023 J651 JUNCTION 0.00 187.09 0 00:58 0 5.09 0.091 J652 JUNCTION 0.00 14.07 0 00:51 0 1.27 -0.002 J676 JUNCTION 0.00 11.70 0 00:52 0 1.21 -0.007 J710 JUNCTION 169.67 283.14 0 00:40 2.5 4.74 0.761 J730 JUNCTION 32.67 153.16 0 00:40 0.323 2.2 -1.504 J736 JUNCTION 0.00 125.30 0 00:40 0 1.88 -0.009 J740 JUNCTION 58.10 123.86 0 00:40 0.562 1.8 -0.072 J760 JUNCTION 9.16 9.16 0 00:40 0.0826 0.0826 0.011 J770 JUNCTION 43.44 73.21 0 00:40 0.408 1.24 0.261 J770A JUNCTION 3.54 6.01 0 00:40 0.0349 0.042 -0.019 J770B JUNCTION 13.54 13.54 0 00:40 0.142 0.142 -0.046 J782 JUNCTION 0.00 30.35 0 00:34 0 0.828 -0.214 100 Year SWMM Results J804 JUNCTION 121.07 482.79 0 00:40 1.68 14.4 0.231 J805 JUNCTION 0.00 179.79 0 00:40 0 2.5 -0.478 J810 JUNCTION 190.25 236.83 0 00:40 1.86 10.2 -0.201 J828 JUNCTION 1.56 92.41 0 00:40 0.0327 1.49 0.012 J830 JUNCTION 36.15 36.15 0 00:40 0.537 0.537 -0.014 J840 JUNCTION 59.53 59.53 0 00:40 0.92 0.92 -0.012 J870 JUNCTION 18.87 95.25 0 00:44 0.193 2.02 0.010 J872 JUNCTION 0.00 10.14 0 00:54 0 0.426 0.012 J873 JUNCTION 0.00 6.06 0 00:41 0 0.403 -0.002 J875 JUNCTION 0.00 78.33 0 00:44 0 1.4 -0.005 J880 JUNCTION 119.53 156.15 0 00:40 1.26 4.74 -0.037 J884 JUNCTION 0.00 58.18 0 00:41 0 8.37 0.093 J886 JUNCTION 0.00 19.19 0 00:40 0 0.181 -0.934 J900 JUNCTION 19.88 19.88 0 00:40 0.18 0.18 -0.117 J900A JUNCTION 4.77 9.99 0 00:40 0.0458 0.0878 -0.237 J900B JUNCTION 5.62 5.62 0 00:40 0.0543 0.0543 0.098 J908 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J909 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J910 JUNCTION 0.00 119.07 0 00:45 0 4.32 0.018 5g JUNCTION 6.44 122.61 0 00:46 0.0854 4.41 -0.000 J910B JUNCTION 7.59 60.10 0 00:40 0.0779 3.02 0.001 J910C JUNCTION 13.36 13.78 0 00:40 0.126 0.151 0.640 J910D JUNCTION 4.54 52.83 0 00:45 0.0446 0.758 0.224 100 Year SWMM Results J919_1 JUNCTION 0.00 41.66 0 00:40 0 2.11 0.004 J920A JUNCTION 29.16 38.45 0 00:40 0.288 2.03 0.000 J920B JUNCTION 4.66 4.66 0 00:40 0.0771 0.0771 -0.112 J920C JUNCTION 13.83 37.68 0 00:41 0.144 0.31 -0.745 J925A JUNCTION 0.00 33.00 0 00:38 0 0.421 0.003 J925B JUNCTION 0.00 33.01 0 00:39 0 0.421 0.155 J925C JUNCTION 0.00 40.81 0 00:40 0 0.509 -0.089 J925D JUNCTION 0.00 48.89 0 00:44 0 0.657 -0.028 J931 JUNCTION 10.48 13.97 0 00:40 0.141 0.835 -0.020 J932 JUNCTION 0.00 15.71 0 00:53 0 2.04 -0.101 J963 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J969 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J364 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal 4C JUNCTION 16.90 16.90 0 00:40 0.212 0.212 -0.000 5C JUNCTION 8.89 8.89 0 00:40 0.11 0.11 -0.001 1.8 JUNCTION 0.00 80.33 0 00:40 0 0.973 0.000 3a JUNCTION 2.73 2.73 0 00:40 0.0268 0.0268 -0.001 2a JUNCTION 11.47 11.47 0 00:40 0.138 0.138 -0.001 1.2 JUNCTION 0.00 33.37 0 00:40 0 0.412 -0.001 4a JUNCTION 10.77 27.45 0 00:40 0.126 0.351 -0.000 5a JUNCTION 3.25 5.96 0 00:40 0.0344 0.0611 -0.001 1.3 JUNCTION 0.00 43.29 0 00:40 0 0.514 -0.002 6a JUNCTION 6.22 6.22 0 00:40 0.0643 0.0643 0.001 100 Year SWMM Results 7a JUNCTION 3.77 3.77 0 00:40 0.0382 0.0382 -0.001 1.1 JUNCTION 0.00 9.99 0 00:40 0 0.102 -0.008 1a JUNCTION 5.39 5.39 0 00:40 0.087 0.087 0.009 d.2 JUNCTION 4.84 4.84 0 00:40 0.0432 0.046 0.336 d.1 JUNCTION 2.83 2.83 0 00:40 0.0264 0.0286 0.573 6.1 JUNCTION 0.00 78.60 0 00:40 0 3.19 -0.005 4g JUNCTION 15.15 15.15 0 00:40 0.154 0.154 0.001 1g JUNCTION 8.44 125.43 0 00:40 0.0907 1.59 0.000 2g JUNCTION 5.80 5.80 0 00:40 0.0562 0.0562 -0.000 2.2 JUNCTION 0.00 144.89 0 00:40 0 1.8 0.000 2.3 JUNCTION 0.00 144.95 0 00:40 0 1.8 -0.000 1f JUNCTION 4.29 89.49 0 00:41 0.0393 1.53 -0.000 8a JUNCTION 9.72 9.72 0 00:40 0.103 0.103 -0.002 10a JUNCTION 1.63 1.63 0 00:40 0.0151 0.0151 0.009 1c JUNCTION 19.80 19.80 0 00:40 0.304 0.304 0.000 2c JUNCTION 5.26 5.26 0 00:40 0.0598 0.0598 0.003 2.1 JUNCTION 0.00 21.13 0 00:40 0 0.211 -0.003 1.4 JUNCTION 0.00 25.04 0 00:40 0 0.364 0.001 1.5 JUNCTION 0.00 24.96 0 00:40 0 0.364 -0.005 3.2 JUNCTION 2.32 67.50 0 00:40 0.0438 3.12 0.000 3.3 JUNCTION 0.00 67.67 0 00:40 0 3.12 -0.000 6.2 JUNCTION 0.00 74.31 0 00:40 0 3.33 -0.002 1.7 JUNCTION 0.00 56.60 0 00:40 0 0.651 0.003 100 Year SWMM Results 1b JUNCTION 6.04 6.04 0 00:40 0.0562 0.0562 -0.047 1.6 JUNCTION 0.00 37.47 0 00:40 0 0.525 0.011 3c JUNCTION 12.66 12.66 0 00:40 0.161 0.161 -0.003 5.1 JUNCTION 0.00 67.70 0 00:40 0 3.12 0.001 7.1 JUNCTION 0.00 86.95 0 00:41 0 1.49 0.000 J362.1 JUNCTION 12.69 53.16 0 02:05 0.149 8.18 -0.000 17 JUNCTION 0.00 44.73 0 00:40 0 0.533 0.006 9a JUNCTION 1.93 1.93 0 00:40 0.0183 0.0183 -0.012 1.9 JUNCTION 0.00 117.49 0 00:40 0 1.5 -0.002 O099 OUTFALL 0.00 203.22 0 00:59 0 5.9 0.000 O299 OUTFALL 0.00 939.41 0 01:11 0 45.3 0.000 P324 STORAGE 144.20 281.44 0 00:42 1.6 4.37 -1.008 P343 STORAGE 66.15 125.97 0 00:40 0.623 1.08 -0.043 P363 STORAGE 10.60 310.19 0 00:42 0.3 8.03 0.002 P366 STORAGE 23.38 140.51 0 00:40 0.238 4.4 0.119 P367 STORAGE 24.97 24.97 0 00:40 0.267 0.267 -0.000 P375 STORAGE 62.87 148.63 0 00:45 1.03 3.05 -0.001 P382 STORAGE 141.92 141.92 0 00:40 1.63 1.63 0.005 P383 STORAGE 14.39 14.39 0 00:40 0.155 0.155 -0.006 P384 STORAGE 5.90 5.90 0 00:40 0.0628 0.0628 0.004 P385 STORAGE 13.03 13.03 0 00:40 0.135 0.135 -5.654 P386 STORAGE 105.02 315.13 0 00:50 2.38 7.65 -0.001 P400 STORAGE 180.86 180.86 0 00:40 2.51 2.51 -0.030 100 Year SWMM Results P874 STORAGE 44.94 44.94 0 00:40 0.427 0.427 0.003 P876 STORAGE 136.36 136.36 0 00:40 1.4 1.4 0.003 P930 STORAGE 35.42 35.42 0 00:40 0.392 0.392 0.005 P940 STORAGE 100.14 109.85 0 00:40 1.17 2.04 -0.177 P950 STORAGE 21.10 29.08 0 00:40 0.199 0.867 -0.152 P970 STORAGE 67.49 67.49 0 00:40 0.669 0.669 0.017 P790 STORAGE 76.06 76.06 0 00:40 0.992 0.992 -0.054 ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------- J374 JUNCTION 2.42 4.315 2.565 J676 JUNCTION 4.11 3.015 0.485 ********************* Node Flooding Summary ********************* No nodes were flooded. ********************** Storage Volume Summary ********************** ------------------------------------------------------------------------------------- ------------- Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow 100 Year SWMM Results Storage Unit 1000 ft ｳ Full Loss Loss 1000 ft ｳ Full days hr:min CFS ------------------------------------------------------------------------------------- ------------- P324 11.117 3 0 0 204.945 51 0 00:59 110.16 P343 2.002 4 0 0 46.683 84 0 00:43 64.62 P363 61.018 8 0 0 479.307 64 0 02:10 52.17 P366 19.232 25 0 0 60.341 79 0 00:45 119.07 P367 14.890 49 0 0 24.347 81 0 01:04 3.86 P375 9.147 4 0 0 142.565 56 0 01:20 45.62 P382 9.294 4 0 0 96.829 37 0 00:51 51.13 P383 0.307 2 0 0 5.858 43 0 00:52 4.78 P384 0.057 0 0 0 2.042 8 0 00:50 2.38 P385 0.009 0 0 0 1.023 6 0 00:40 10.01 P386 8.635 1 0 0 145.097 19 0 00:58 274.36 P400 2.494 62 0 0 3.064 77 0 00:40 179.79 P874 3.126 8 0 0 31.556 83 0 00:53 10.14 P876 5.371 7 0 0 62.702 87 0 00:44 78.33 P930 2.694 3 0 0 30.193 38 0 01:20 4.44 P940 15.486 9 0 0 118.744 70 0 02:07 15.71 P950 1.595 5 0 0 16.651 52 0 02:00 10.71 P970 3.815 5 0 0 47.527 58 0 01:11 8.50 P790 0.022 1 0 0 1.167 38 0 00:41 57.89 *********************** Outfall Loading Summary *********************** 100 Year SWMM Results ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- O099 38.58 24.31 203.22 5.899 O299 99.38 62.59 939.41 45.289 ----------------------------------------------------------- System 68.98 86.91 1116.47 51.188 ******************* Street Flow Summary ******************* ------------------------------------------------------------------------------------- --------------------------------- Peak Maximum Maximum Peak Flow Average Bypass BackFlow Flow Spread Depth Inlet Inlet Capture Capture Frequency Frequency Street Conduit CFS ft ft Design Location % % % % ------------------------------------------------------------------------------------- --------------------------------- 50 11.970 13.053 0.261 ******************** Link Flow Summary ******************** ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ |Flow| Occurrence |Veloc| Full Full Link Type CFS days hr:min ft/sec Flow Depth ----------------------------------------------------------------------------- J452_P CONDUIT 105.38 0 00:44 9.02 0.26 0.56 L100_SF CHANNEL 203.22 0 00:59 6.62 0.01 0.15 L300_SF CHANNEL 939.41 0 01:11 12.50 0.22 0.51 L310_SF CHANNEL 938.49 0 01:11 11.02 0.30 0.55 L316_SF CHANNEL 940.35 0 01:10 9.43 0.32 0.92 L320_SF CHANNEL 940.86 0 01:07 14.75 0.19 0.48 L324_P1 CONDUIT 49.45 0 00:59 11.77 1.51 0.80 L324_P2 CONDUIT 60.71 0 00:59 8.93 1.14 0.92 L324_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.50 100 Year SWMM Results L326_SF CHANNEL 914.15 0 01:06 4.05 0.22 0.74 L340_SF CHANNEL 332.07 0 00:41 3.88 0.18 0.50 L346_SF CHANNEL 373.81 0 00:40 8.68 0.43 0.76 L350_SF CHANNEL 164.75 0 00:40 8.02 0.12 0.46 L360_SF CHANNEL 898.34 0 00:56 14.47 0.01 0.21 L361_SF CHANNEL 53.15 0 02:05 23.30 0.00 0.11 L362_P CONDUIT 53.15 0 02:05 17.45 0.66 0.61 L363_P CONDUIT 53.16 0 02:05 7.40 0.24 0.58 L363_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L363_SF2 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L363_SF3 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L366_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L366_SF2 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L366_SF4 DUMMY 122.61 0 00:46 L367_SF CHANNEL 3.68 0 01:04 3.30 0.00 0.50 L373_SF CHANNEL 49.76 0 01:20 7.38 0.02 0.17 L374_P CONDUIT 49.76 0 01:19 14.52 0.78 0.66 L375_P CONDUIT 45.62 0 02:11 9.29 2.26 1.00 L375_SF CHANNEL 0.08 0 00:40 0.49 0.00 0.02 L380_SF CHANNEL 841.42 0 00:50 >50.00 0.01 0.09 L382_P CONDUIT 9.90 0 02:31 5.60 1.01 1.00 L383_P CONDUIT 4.78 0 00:53 3.05 0.42 1.00 L386_P CONDUIT 23.90 0 00:54 13.53 1.42 1.00 L386_SF CHANNEL 63.64 0 00:58 3.62 0.86 0.98 L386_SF2 CHANNEL 187.09 0 00:58 7.44 0.40 0.42 L390_SF CHANNEL 350.68 0 00:46 36.64 0.02 0.22 L400_SF CHANNEL 128.27 0 00:50 >50.00 0.00 0.14 L401_SF CHANNEL 179.79 0 00:40 4.16 0.18 0.59 L410_P CONDUIT 28.97 0 00:48 12.64 0.84 0.69 L410_SF CONDUIT 30.67 0 00:40 5.24 0.03 0.20 L414_SF CHANNEL 110.03 0 01:01 4.42 0.02 0.25 L444_SF CHANNEL 120.54 0 00:45 5.14 0.01 0.15 L448_SF CONDUIT 24.07 0 00:40 6.32 0.06 0.25 L450_P CONDUIT 16.52 0 00:40 7.94 1.71 0.63 L450_SF CHANNEL 7.61 0 00:40 1.26 0.02 0.18 L451_SF CHANNEL 105.41 0 00:44 8.92 0.04 0.27 L453_P CONDUIT 3.73 0 00:40 7.33 0.23 0.66 L456_P CONDUIT 103.13 0 00:44 13.42 0.58 0.74 L456_SF CHANNEL 1.17 0 00:44 2.18 0.00 0.07 L456-TypeR-SF CONDUIT 9.22 0 00:40 1.63 0.01 0.54 L457_P CONDUIT 5.00 0 00:32 8.12 0.34 1.00 L457_SF CONDUIT 84.14 0 00:44 3.52 0.12 0.35 L458_SF CONDUIT 90.90 0 00:40 3.25 0.11 0.39 L460_SF CONDUIT 91.07 0 00:40 15.55 0.91 0.59 L464_SF CONDUIT 40.85 0 00:40 7.34 0.63 0.90 L470_P CONDUIT 38.91 0 00:40 15.79 0.78 0.74 L482_P CONDUIT 2.00 0 00:31 1.15 0.05 1.00 100 Year SWMM Results L482_SF CHANNEL 43.19 0 00:40 3.40 0.01 0.20 L500_SF CONDUIT 58.04 0 00:40 4.60 0.16 0.43 L508_SF CHANNEL 68.89 0 00:42 5.46 0.01 0.16 L510_SF CHANNEL 72.82 0 00:40 6.95 0.28 0.66 L516_SF CHANNEL 40.20 0 00:40 5.09 0.02 0.20 L516_SF2 CHANNEL 65.19 0 00:40 4.57 0.03 0.28 L520_P CONDUIT 15.31 0 00:35 8.69 2.34 1.00 L520_SF CHANNEL 109.35 0 00:40 4.59 0.21 0.53 L525_P CONDUIT 2.00 0 00:16 7.27 0.04 0.57 L525_SF CHANNEL 46.27 0 00:40 4.96 0.01 0.16 L540_SF CHANNEL 29.50 0 00:40 4.70 0.00 0.13 L600_SF CHANNEL 289.99 0 00:43 12.66 0.02 0.22 L620_SF CHANNEL 22.09 0 00:43 >50.00 0.00 0.04 L626_SF CHANNEL 167.97 0 00:40 8.00 0.03 0.18 L630_SF CHANNEL 57.39 0 00:40 3.83 0.01 0.15 L640_SF CHANNEL 128.70 0 00:59 5.07 0.05 0.31 L648_SF CHANNEL 120.02 0 00:59 5.46 0.04 0.30 L651_SF CHANNEL 186.99 0 00:59 4.80 0.08 0.39 L670_P CONDUIT 14.07 0 00:51 9.62 0.39 0.61 L670_SF CHANNEL 87.20 0 00:59 7.07 0.16 0.52 L676_P CONDUIT 11.70 0 00:52 7.81 1.33 0.79 L700A_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.33 L700B_P CONDUIT 8.30 0 00:36 5.08 1.25 0.87 L700B_SF CHANNEL 3.05 0 00:41 2.12 0.08 0.48 L710_SF CHANNEL 176.77 0 00:52 1.95 0.02 0.18 L730_SF CHANNEL 132.20 0 00:42 1.18 0.04 0.32 L736_SF CHANNEL 125.22 0 00:40 11.27 0.64 0.47 L740_P CONDUIT 32.74 0 00:31 10.39 1.16 1.00 L740_SF CHANNEL 86.72 0 00:40 4.44 0.10 0.38 L760_SF CHANNEL 7.81 0 00:40 5.30 0.01 0.19 L770_P CONDUIT 46.28 0 00:45 14.73 1.07 1.00 L770_SF CHANNEL 21.07 0 00:40 2.10 0.01 0.19 L770A_P CONDUIT 5.77 0 00:40 3.43 0.64 1.00 L780_SF CHANNEL 3.25 0 00:42 2.11 0.01 0.19 L782_P CONDUIT 33.07 0 00:56 11.12 0.95 1.00 L790_P CONDUIT 30.35 0 00:34 14.54 0.46 1.00 L790_SF CHANNEL 27.54 0 00:42 2.29 0.15 0.58 L804_SF CONDUIT 407.92 0 00:45 4.72 0.19 0.46 L805_SF CHANNEL 159.59 0 00:40 2.12 0.01 0.13 L810_SF CHANNEL 215.09 0 00:40 4.91 0.04 0.30 L828_SF_overflow CONDUIT 86.95 0 00:41 7.68 0.50 0.67 L830_SF CHANNEL 36.15 0 00:40 9.33 0.07 0.30 L840_SF_Overflow CONDUIT 18.32 0 00:40 4.72 0.10 0.33 L870_SF CHANNEL 93.44 0 00:45 9.33 0.03 0.22 L873_P CONDUIT 5.93 0 00:54 7.86 1.10 0.59 L873_SF CHANNEL 10.14 0 00:54 3.62 0.00 0.12 L875_SF CHANNEL 78.43 0 00:44 6.44 0.03 0.19 100 Year SWMM Results L876_P CONDUIT 11.31 0 00:43 8.96 0.76 0.67 L880_SF CHANNEL 134.76 0 00:41 4.92 0.06 0.38 L884_SF CHANNEL 56.40 0 00:44 2.39 0.07 0.49 L886_SF CHANNEL 17.09 0 00:41 2.23 0.01 0.15 L900_SF CHANNEL 19.19 0 00:40 4.85 0.00 0.05 L900A_P CONDUIT 8.33 0 00:40 2.09 0.30 1.00 L900A_SF CONDUIT 0.00 0 00:00 0.00 0.00 0.13 L900B_P CONDUIT 5.10 0 00:36 5.22 0.15 1.00 L900B_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L908_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.06 L910C_P CONDUIT 11.20 0 00:36 6.56 1.18 1.00 L919_P CONDUIT 41.56 0 00:40 9.85 2.31 0.80 L919_SF1 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L920_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.13 L920A_P CONDUIT 37.26 0 00:40 7.76 0.44 0.49 L920B_P CONDUIT 4.40 0 00:39 3.62 0.64 0.82 L920C_P CONDUIT 24.70 0 00:38 5.62 0.96 0.84 L925_P1 CONDUIT 33.01 0 00:39 7.15 1.20 0.89 L925_P2 CONDUIT 33.08 0 00:47 6.74 0.80 1.00 L925_P3 CONDUIT 38.46 0 00:42 4.00 0.96 1.00 L925_P4 CONDUIT 48.77 0 00:46 5.77 0.60 1.00 L925_SF1 CHANNEL 6.41 0 00:46 2.03 0.02 0.27 L925_SF2 CHANNEL 1.79 0 00:40 2.62 0.00 0.14 L925_SF3 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L925B_P CONDUIT 52.75 0 00:45 5.37 0.38 1.00 L930_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.07 L932_P CONDUIT 9.59 0 00:41 9.84 1.01 1.00 L932_SF CHANNEL 4.59 0 02:17 4.28 0.00 0.08 L940_P CONDUIT 15.71 0 00:53 12.81 1.28 1.00 L940_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.50 L950_P CONDUIT 10.71 0 00:32 8.85 0.97 1.00 L950_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L963_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.05 L969_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L970_P CONDUIT 8.50 0 00:32 7.21 0.99 1.00 L970_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L366_overflow_channel CONDUIT 118.72 0 00:46 9.82 0.25 0.31 L925C_SF CONDUIT 0.00 0 00:00 0.00 0.00 0.50 L925D_SF CONDUIT 0.00 0 00:00 0.00 0.00 0.50 1 CONDUIT 33.35 0 00:40 10.84 0.17 0.45 2 CONDUIT 27.41 0 00:40 18.26 0.14 0.27 3 CONDUIT 5.95 0 00:40 6.23 0.14 0.34 4 CONDUIT 2.72 0 00:40 4.30 0.12 0.26 5 CONDUIT 11.44 0 00:40 8.78 0.11 0.24 6 CONDUIT 6.22 0 00:40 12.44 0.10 0.22 7 CONDUIT 3.77 0 00:40 6.81 0.01 0.09 8 CONDUIT 9.98 0 00:40 3.35 0.03 0.29 100 Year SWMM Results 14 CONDUIT 8.88 0 00:40 4.76 0.17 0.57 15 CONDUIT 16.90 0 00:40 7.80 0.32 0.65 16 CONDUIT 5.24 0 00:40 2.38 0.19 0.68 17 CONDUIT 19.80 0 00:40 8.04 0.71 0.73 18 CONDUIT 24.96 0 00:40 11.00 0.92 0.68 21 CONDUIT 5.79 0 00:40 4.87 0.05 0.15 22 CONDUIT 15.34 0 00:40 9.67 0.88 0.50 23 CONDUIT 125.43 0 00:40 22.86 0.22 0.45 24 CONDUIT 20.88 0 00:40 5.19 0.05 0.37 25 CONDUIT 144.95 0 00:40 46.98 0.45 0.29 26 DUMMY 144.95 0 00:40 27 DUMMY 89.49 0 00:41 29 CONDUIT 60.04 0 00:40 12.09 0.30 0.42 30 CONDUIT 67.67 0 00:40 10.86 0.41 0.50 32 CONDUIT 8.08 0 00:40 3.40 0.06 0.46 33 CONDUIT 4.58 0 00:38 2.69 0.02 0.44 35 CONDUIT 74.16 0 00:40 15.72 0.34 0.45 37 CONDUIT 2.83 0 00:40 1.92 0.06 0.55 38 CONDUIT 9.70 0 00:40 5.28 0.21 0.57 40 CONDUIT 5.28 0 00:40 9.15 0.76 0.71 41 CONDUIT 6.03 0 00:40 3.88 0.11 0.57 42 CONDUIT 24.93 0 00:40 10.95 0.33 0.36 44 CONDUIT 12.67 0 00:40 6.68 0.21 0.31 46 CONDUIT 67.70 0 00:40 9.51 0.49 0.55 47 CONDUIT 67.65 0 00:40 11.16 0.62 0.50 48 CONDUIT 72.71 0 00:40 7.57 0.31 0.75 49 CONDUIT 86.91 0 00:41 37.34 0.59 0.36 50 CONDUIT 11.97 0 00:41 3.51 0.05 0.33 52 CONDUIT 42.89 0 00:40 8.32 0.44 0.43 53 CONDUIT 44.71 0 00:40 9.81 0.32 0.39 54 CONDUIT 1.92 0 00:40 2.68 0.07 0.59 L840_SF CONDUIT 38.25 0 00:40 8.58 1.25 0.71 55 CONDUIT 55.35 0 00:40 11.33 0.33 0.41 56 CONDUIT 37.20 0 00:40 8.21 0.12 0.39 57 CONDUIT 80.31 0 00:40 13.17 0.36 0.49 58 CONDUIT 117.67 0 00:40 22.95 0.56 0.43 L384_P ORIFICE 2.38 0 00:50 1.00 L874_P ORIFICE 2.63 0 02:43 1.00 L874_P2 ORIFICE 5.50 0 00:53 0.33 P343-Orfice ORIFICE 14.78 0 00:43 1.00 P930-OrficeRow1 ORIFICE 2.52 0 01:20 1.00 P930-OrficeRow2 ORIFICE 1.92 0 01:20 1.00 L367_Orifice ORIFICE 0.17 0 01:04 1.00 L382_SF WEIR 44.17 0 00:51 0.26 L383_SF1 WEIR 0.00 0 00:00 0.00 L383_SF2 WEIR 0.03 0 00:51 0.02 L384_SF WEIR 0.00 0 00:00 0.00 100 Year SWMM Results L874_P3 WEIR 4.21 0 00:53 0.10 L876_SF WEIR 67.02 0 00:44 0.37 P343-TypeDInlet WEIR 46.24 0 00:43 0.62 P343-Weir WEIR 3.61 0 00:43 0.07 Weir_P366 WEIR 69.25 0 00:45 0.35 L385_P DUMMY 10.01 0 00:40 P366_WQCVOrifice_and_outlet_pipe DUMMY 49.82 0 00:45 P363Outlet DUMMY 52.17 0 02:10 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- J452_P 1.00 0.00 0.00 0.00 0.94 0.06 0.00 0.00 0.93 0.00 L100_SF 1.00 0.00 0.00 0.00 0.82 0.18 0.00 0.00 0.18 0.00 L300_SF 1.00 0.00 0.00 0.00 0.69 0.31 0.00 0.00 0.23 0.00 L310_SF 1.00 0.00 0.00 0.00 0.88 0.11 0.00 0.00 0.00 0.00 L316_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.84 0.00 L320_SF 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.00 0.00 L324_P1 1.00 0.00 0.00 0.00 0.77 0.23 0.00 0.00 0.00 0.16 L324_P2 1.00 0.92 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.05 L324_SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L326_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 L340_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L346_SF 1.00 0.00 0.00 0.00 0.94 0.06 0.00 0.00 0.98 0.00 L350_SF 1.00 0.00 0.00 0.00 0.97 0.03 0.00 0.00 0.97 0.00 L360_SF 1.00 0.00 0.00 0.00 0.42 0.58 0.00 0.00 0.41 0.00 L361_SF 1.00 0.00 0.00 0.00 0.03 0.97 0.00 0.00 0.04 0.00 L362_P 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.75 0.00 L363_P 1.00 0.00 0.00 0.00 0.07 0.93 0.00 0.00 0.00 0.00 L363_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L363_SF2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L363_SF3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L366_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L366_SF2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L367_SF 1.00 0.93 0.01 0.00 0.02 0.00 0.00 0.04 0.02 0.00 L373_SF 1.00 0.00 0.00 0.00 0.78 0.21 0.00 0.00 0.99 0.00 L374_P 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 L375_P 1.00 0.00 0.00 0.00 0.79 0.00 0.00 0.21 0.00 0.00 L375_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L380_SF 1.00 0.00 0.00 0.00 0.97 0.02 0.00 0.00 0.77 0.00 100 Year SWMM Results L382_P 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.86 0.00 L383_P 1.00 0.00 0.30 0.00 0.70 0.00 0.00 0.00 0.87 0.00 L386_P 1.00 0.00 0.00 0.00 0.90 0.10 0.00 0.00 0.00 0.98 L386_SF 1.00 0.00 0.93 0.00 0.06 0.00 0.00 0.00 0.97 0.00 L386_SF2 1.00 0.02 0.89 0.00 0.02 0.07 0.00 0.00 0.89 0.00 L390_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 L400_SF 1.00 0.00 0.00 0.00 0.88 0.11 0.00 0.00 0.20 0.00 L401_SF 1.00 0.01 0.05 0.00 0.94 0.00 0.00 0.00 0.99 0.00 L410_P 1.00 0.00 0.26 0.00 0.71 0.02 0.00 0.00 0.00 0.99 L410_SF 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L414_SF 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.90 0.00 L444_SF 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.02 0.00 L448_SF 1.00 0.72 0.00 0.00 0.00 0.00 0.00 0.28 0.00 0.00 L450_P 1.00 0.00 0.00 0.00 0.93 0.06 0.00 0.00 0.00 0.25 L450_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L451_SF 1.00 0.00 0.00 0.00 0.92 0.07 0.00 0.00 0.92 0.00 L453_P 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.99 0.00 L456_P 1.00 0.00 0.00 0.00 0.08 0.92 0.00 0.00 0.00 0.19 L456_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L456-TypeR-SF 1.00 0.00 0.99 0.00 0.01 0.00 0.00 0.00 0.98 0.00 L457_P 1.00 0.00 0.06 0.00 0.93 0.02 0.00 0.00 0.98 0.00 L457_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L458_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 L460_SF 1.00 0.00 0.00 0.00 0.84 0.16 0.00 0.00 0.19 0.00 L464_SF 1.00 0.00 0.00 0.00 0.06 0.01 0.00 0.93 0.00 0.00 L470_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L482_P 1.00 0.01 0.01 0.00 0.06 0.00 0.00 0.93 0.02 0.00 L482_SF 1.00 0.97 0.01 0.00 0.03 0.00 0.00 0.00 0.98 0.00 L500_SF 1.00 0.47 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 L508_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L510_SF 1.00 0.00 0.00 0.00 0.54 0.46 0.00 0.00 0.47 0.00 L516_SF 1.00 0.76 0.00 0.00 0.00 0.00 0.00 0.24 0.00 0.00 L516_SF2 1.00 0.00 0.76 0.00 0.22 0.02 0.00 0.00 0.99 0.00 L520_P 1.00 0.00 0.00 0.00 0.07 0.00 0.00 0.93 0.00 0.00 L520_SF 1.00 0.76 0.22 0.00 0.00 0.02 0.00 0.00 0.98 0.00 L525_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L525_SF 1.00 0.95 0.00 0.00 0.00 0.01 0.00 0.03 0.01 0.00 L540_SF 1.00 0.25 0.00 0.00 0.00 0.03 0.00 0.72 0.03 0.00 L600_SF 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.98 0.00 L620_SF 1.00 0.21 0.00 0.00 0.00 0.00 0.00 0.79 0.00 0.00 L626_SF 1.00 0.00 0.00 0.00 0.87 0.12 0.00 0.00 0.73 0.00 L630_SF 1.00 0.14 0.00 0.00 0.00 0.00 0.00 0.86 0.00 0.00 L640_SF 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 L648_SF 1.00 0.00 0.00 0.00 0.26 0.74 0.00 0.00 0.14 0.00 L651_SF 1.00 0.00 0.01 0.00 0.15 0.83 0.00 0.00 0.26 0.00 L670_P 1.00 0.00 0.00 0.00 0.86 0.14 0.00 0.00 0.91 0.00 L670_SF 1.00 0.00 0.00 0.00 0.81 0.19 0.00 0.00 0.12 0.00 100 Year SWMM Results L676_P 1.00 0.00 0.00 0.00 0.76 0.23 0.00 0.00 0.00 0.00 L700A_SF 1.00 0.99 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L700B_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L700B_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L710_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L730_SF 1.00 0.00 0.00 0.00 0.89 0.11 0.00 0.00 0.92 0.00 L736_SF 1.00 0.00 0.00 0.00 0.94 0.05 0.00 0.00 0.58 0.00 L740_P 1.00 0.00 0.34 0.00 0.63 0.03 0.00 0.00 0.94 0.00 L740_SF 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 L760_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L770_P 1.00 0.00 0.00 0.00 0.69 0.31 0.00 0.00 0.30 0.00 L770_SF 1.00 0.98 0.01 0.00 0.01 0.00 0.00 0.00 0.98 0.00 L770A_P 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.21 0.00 L780_SF 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L782_P 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.98 0.00 0.00 L790_P 1.00 0.00 0.04 0.00 0.82 0.13 0.00 0.00 0.97 0.00 L790_SF 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L804_SF 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 L805_SF 1.00 0.00 0.01 0.00 0.99 0.00 0.00 0.00 0.99 0.00 L810_SF 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.00 0.00 L828_SF_overflow 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L830_SF 1.00 0.00 0.00 0.00 0.16 0.84 0.00 0.00 0.01 0.00 L840_SF_Overflow 1.00 0.00 0.99 0.00 0.01 0.00 0.00 0.00 0.98 0.00 L870_SF 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L873_P 1.00 0.00 0.00 0.00 0.38 0.62 0.00 0.00 0.00 0.24 L873_SF 1.00 0.00 0.00 0.00 0.75 0.24 0.00 0.00 0.99 0.00 L875_SF 1.00 0.00 0.00 0.00 0.87 0.13 0.00 0.00 0.96 0.00 L876_P 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.57 L880_SF 1.00 0.00 0.00 0.00 0.87 0.13 0.00 0.00 0.80 0.00 L884_SF 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.27 0.00 L886_SF 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 L900_SF 1.00 0.00 0.18 0.00 0.77 0.06 0.00 0.00 0.95 0.00 L900A_P 1.00 0.00 0.03 0.00 0.96 0.00 0.00 0.00 0.71 0.00 L900A_SF 1.00 0.18 0.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L900B_P 1.00 0.00 0.63 0.00 0.36 0.00 0.00 0.01 0.96 0.00 L900B_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L908_SF 1.00 0.18 0.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L910C_P 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.00 0.00 L919_P 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.01 0.00 L919_SF1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L920_SF 1.00 0.99 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L920A_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L920B_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L920C_P 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L925_P1 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L925_P2 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.97 0.00 0.00 L925_P3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.50 0.00 100 Year SWMM Results L925_P4 1.00 0.00 0.02 0.00 0.97 0.01 0.00 0.00 0.31 0.00 L925_SF1 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L925_SF2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L925_SF3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L925B_P 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 L930_SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L932_P 1.00 0.00 0.00 0.00 0.26 0.74 0.00 0.00 0.01 0.00 L932_SF 1.00 0.00 0.89 0.00 0.01 0.10 0.00 0.00 0.95 0.00 L940_P 1.00 0.00 0.00 0.00 0.85 0.15 0.00 0.00 0.81 0.00 L940_SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L950_P 1.00 0.00 0.09 0.00 0.89 0.01 0.00 0.00 0.78 0.00 L950_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L963_SF 1.00 0.90 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L969_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L970_P 1.00 0.00 0.00 0.00 0.95 0.04 0.00 0.00 0.34 0.00 L970_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L366_overflow_channel 1.00 0.00 0.00 0.00 0.01 0.98 0.00 0.00 0.00 0.00 L925C_SF 1.00 0.02 0.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L925D_SF 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 0.00 0.58 0.00 0.27 0.15 0.00 0.00 0.98 0.00 2 1.00 0.00 0.00 0.00 0.63 0.36 0.00 0.00 0.92 0.00 3 1.00 0.00 0.00 0.00 0.89 0.10 0.00 0.00 0.93 0.00 4 1.00 0.00 0.00 0.00 0.94 0.06 0.00 0.00 0.93 0.00 5 1.00 0.00 0.01 0.00 0.82 0.17 0.00 0.00 0.71 0.00 6 1.00 0.00 0.00 0.00 0.75 0.25 0.00 0.00 0.07 0.00 7 1.00 0.04 0.02 0.00 0.81 0.12 0.00 0.00 0.95 0.00 8 1.00 0.00 0.67 0.00 0.31 0.01 0.00 0.00 0.99 0.00 14 1.00 0.00 0.00 0.00 0.72 0.28 0.00 0.00 0.87 0.00 15 1.00 0.00 0.00 0.00 0.54 0.46 0.00 0.00 0.86 0.00 16 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.95 0.00 17 1.00 0.00 0.00 0.00 0.88 0.12 0.00 0.00 0.90 0.00 18 1.00 0.00 0.00 0.00 0.78 0.22 0.00 0.00 0.10 0.00 21 1.00 0.00 0.00 0.00 0.94 0.06 0.00 0.00 0.07 0.00 22 1.00 0.00 0.00 0.00 0.88 0.11 0.00 0.00 0.02 0.00 23 1.00 0.00 0.06 0.00 0.07 0.86 0.00 0.00 0.98 0.00 24 1.00 0.01 0.47 0.00 0.52 0.01 0.00 0.00 0.99 0.00 25 1.00 0.00 0.01 0.00 0.43 0.56 0.00 0.00 0.40 0.00 29 1.00 0.00 0.00 0.00 0.74 0.26 0.00 0.00 1.00 0.00 30 1.00 0.00 0.00 0.00 0.76 0.23 0.00 0.00 0.96 0.00 32 1.00 0.00 0.45 0.00 0.54 0.00 0.00 0.00 0.98 0.00 33 1.00 0.00 0.49 0.00 0.50 0.00 0.00 0.00 0.98 0.00 35 1.00 0.00 0.02 0.00 0.76 0.22 0.00 0.00 0.86 0.00 37 1.00 0.00 0.08 0.00 0.92 0.00 0.00 0.00 0.98 0.00 38 1.00 0.00 0.00 0.00 0.94 0.05 0.00 0.00 0.88 0.00 40 1.00 0.00 0.00 0.00 0.92 0.07 0.00 0.00 0.90 0.00 41 1.00 0.00 0.28 0.00 0.71 0.01 0.00 0.00 0.99 0.00 42 1.00 0.00 0.00 0.00 0.84 0.16 0.00 0.00 0.00 0.00 100 Year SWMM Results 44 1.00 0.00 0.00 0.00 0.90 0.09 0.00 0.00 0.04 0.00 46 1.00 0.00 0.02 0.00 0.76 0.22 0.00 0.00 0.79 0.00 47 1.00 0.00 0.00 0.00 0.77 0.23 0.00 0.00 0.21 0.00 48 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 49 1.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.00 50 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 52 1.00 0.00 0.00 0.00 0.93 0.06 0.00 0.00 0.44 0.00 53 1.00 0.04 0.04 0.00 0.85 0.08 0.00 0.00 0.84 0.00 54 1.00 0.00 0.02 0.00 0.97 0.00 0.00 0.00 0.93 0.00 L840_SF 1.00 0.00 0.00 0.00 0.92 0.07 0.00 0.00 0.00 0.00 55 1.00 0.16 0.05 0.00 0.70 0.08 0.00 0.00 0.89 0.00 56 1.00 0.00 0.05 0.00 0.77 0.17 0.00 0.00 0.98 0.00 57 1.00 0.00 0.34 0.00 0.59 0.07 0.00 0.00 0.97 0.00 58 1.00 0.00 0.00 0.00 0.14 0.86 0.00 0.00 0.01 0.00 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- L316_SF 0.01 0.01 0.19 0.01 0.01 L324_P1 0.01 1.73 0.01 1.40 0.01 L324_P2 0.01 1.01 0.01 0.56 0.01 L374_P 0.01 2.48 0.01 0.01 0.01 L375_P 2.48 2.51 2.48 2.47 2.48 L382_P 3.85 3.85 4.11 0.40 2.07 L383_P 3.47 3.47 4.11 0.01 0.01 L386_P 0.35 3.48 0.35 0.35 0.35 L386_SF 0.01 0.01 1.23 0.01 0.01 L410_P 0.01 0.45 0.01 0.01 0.01 L450_P 0.01 0.34 0.01 0.29 0.01 L453_P 0.01 0.01 0.36 0.01 0.01 L456_P 0.01 0.33 0.01 0.01 0.01 L456-TypeR-SF 0.01 0.01 35.43 0.01 0.01 L457_P 0.38 0.38 2.24 0.01 0.10 L482_P 1.46 1.46 1.72 0.01 1.42 L520_P 2.30 2.60 2.42 1.32 1.11 L525_P 0.01 2.20 0.01 0.01 0.01 L676_P 0.01 4.11 0.01 3.90 0.01 L700B_P 0.01 0.24 0.01 0.22 0.01 L740_P 0.60 1.12 0.60 0.74 0.60 L770_P 0.52 0.52 0.98 0.36 0.42 100 Year SWMM Results L770A_P 0.27 0.27 0.30 0.01 0.01 L782_P 0.48 0.48 0.52 0.01 0.03 L790_P 0.47 0.47 0.48 0.01 0.47 L873_P 0.01 3.12 0.01 0.23 0.01 L876_P 0.01 2.37 0.01 0.01 0.01 L900A_P 0.25 0.25 0.34 0.01 0.01 L900B_P 0.12 0.12 1.02 0.01 0.01 L910C_P 0.12 0.32 0.12 0.21 0.12 L919_P 0.01 0.01 0.45 0.43 0.01 L920B_P 0.01 0.02 0.01 0.01 0.01 L920C_P 0.01 0.27 0.01 0.01 0.01 L925_P1 0.01 0.29 0.01 0.27 0.01 L925_P2 0.27 0.28 0.27 0.01 0.26 L925_P3 0.26 0.26 0.27 0.01 0.26 L925_P4 0.27 0.27 0.45 0.01 0.12 L925B_P 1.06 1.06 29.49 0.01 0.01 L932_P 0.04 6.90 0.04 0.03 0.04 L940_P 6.14 6.27 6.90 3.50 3.91 L950_P 3.36 3.36 6.27 0.01 0.01 L970_P 2.83 2.83 3.36 0.01 0.56 48 0.01 0.01 1.45 0.01 0.01 54 0.01 0.01 0.04 0.01 0.01 L840_SF 0.01 0.22 0.01 0.26 0.01 Analysis begun on: Mon Oct 31 16:18:58 2022 Analysis ended on: Mon Oct 31 16:19:26 2022 Total elapsed time: 00:00:28 5 Year Drain Time - SWMM Pond 366 Drain Time 5 Year Drain Time - SWMM Pond P363 Drain Time 100 Year Drain Time - SWMM Pond 366 Drain Time 100 Year Drain Time - SWMM Pond P363 Drain Time A Westrian Company A Westrian Company A Westrian Company Core Spaces Preliminary Drainage Report APPENDIX C – HYDRAULIC CALCULATIONS Cross Section for Irregular Section - ex pan AA Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data ft/ft0.004Channel Slope in18.7Normal Depth cfs38.25Discharge Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Worksheet for Irregular Section - ex pan AA Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data ft/ft0.004Channel Slope cfs38.25Discharge Section Definitions Elevation (ft) Station (ft) 1.700+00 0.200+00 -0.010+02 0.200+04 1.700+04 Roughness Segment Definitions Roughness CoefficientEnding StationStart Station 0.013(0+04, 1.70)(0+00, 1.70) Options Pavlovskii's Method Current Roughness Weighted Method Pavlovskii's Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Results in18.7Normal Depth 0.013Roughness Coefficient ft1.55Elevation 0.0 to 1.7 ftElevation Range ft²5.8Flow Area ft6.7Wetted Perimeter in10.4Hydraulic Radius ft4.00Top Width in18.7Normal Depth in18.3Critical Depth ft/ft0.004Critical Slope ft/s6.57Velocity ft0.67Velocity Head ft2.23Specific Energy 0.960Froude Number SubcriticalFlow Type Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Worksheet for Irregular Section - ex pan AA GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in18.7Normal Depth in18.3Critical Depth ft/ft0.004Channel Slope ft/ft0.004Critical Slope Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Cross Section for Overflow Section - BB Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data ft/ft0.005Channel Slope in12.9Normal Depth cfs18.32Discharge Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Worksheet for Overflow Section - BB Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data ft/ft0.005Channel Slope cfs18.32Discharge Section Definitions Elevation (ft) Station (ft) 2.100+00 0.100+08 -0.010+10 0.100+12 2.100+20 Roughness Segment Definitions Roughness CoefficientEnding StationStart Station 0.040(0+08, 0.10)(0+00, 2.10) 0.013(0+10, -0.01)(0+08, 0.10) 0.013(0+12, 0.10)(0+10, -0.01) 0.040(0+20, 2.10)(0+12, 0.10) Options Pavlovskii's Method Current Roughness Weighted Method Pavlovskii's Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Results in12.9Normal Depth 0.033Roughness Coefficient ft1.06Elevation 0.0 to 2.1 ftElevation Range ft²7.8Flow Area ft11.9Wetted Perimeter in7.8Hydraulic Radius ft11.70Top Width in12.9Normal Depth in9.2Critical Depth ft/ft0.021Critical Slope ft/s2.36Velocity ft0.09Velocity Head ft1.16Specific Energy Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Worksheet for Overflow Section - BB Results 0.510Froude Number SubcriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss ft/s0.00Downstream Velocity ft/s0.00Upstream Velocity in12.9Normal Depth in9.2Critical Depth ft/ft0.005Channel Slope ft/ft0.021Critical Slope Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Cross Section for Overflow Section - CC Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data ft/ft0.007Channel Slope in29.5Normal Depth cfs86.95Discharge Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Worksheet for Overflow Section - CC Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data ft/ft0.007Channel Slope cfs86.95Discharge Section Definitions Elevation (ft) Station (ft) 2.600+00 0.600+08 0.100+08 -0.010+10 0.100+12 0.600+12 2.600+20 3.600+24 Roughness Segment Definitions Roughness CoefficientEnding StationStart Station 0.040(0+08, 0.60)(0+00, 2.60) 0.013(0+08, 0.10)(0+08, 0.60) 0.013(0+10, -0.01)(0+08, 0.10) 0.013(0+12, 0.10)(0+10, -0.01) 0.013(0+12, 0.60)(0+12, 0.10) 0.040(0+24, 3.60)(0+12, 0.60) Options Pavlovskii's Method Current Roughness Weighted Method Pavlovskii's Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Results in29.5Normal Depth 0.035Roughness Coefficient ft2.45Elevation 0.0 to 3.6 ftElevation Range ft²23.3Flow Area ft20.3Wetted Perimeter in13.8Hydraulic Radius ft18.81Top Width in29.5Normal Depth Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Worksheet for Overflow Section - CC Results in23.8Critical Depth ft/ft0.020Critical Slope ft/s3.73Velocity ft0.22Velocity Head ft2.68Specific Energy 0.590Froude Number SubcriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss ft/s0.00Downstream Velocity ft/s0.00Upstream Velocity in29.5Normal Depth in23.8Critical Depth ft/ft0.007Channel Slope ft/ft0.020Critical Slope Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterCross_sections.fm8 Cross Section for Overflow Channel Between P366 and P363 Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.040Roughness Coefficient ft/ft0.025Channel Slope in12.0Normal Depth H:V4.000Left Side Slope H:V4.000Right Side Slope ft10.00Bottom Width cfs69.25Discharge Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterOverflow Channel.fm8 Worksheet for Overflow Channel Between P366 and P363 Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.040Roughness Coefficient ft/ft0.025Channel Slope H:V4.000Left Side Slope H:V4.000Right Side Slope ft10.00Bottom Width cfs69.25Discharge Results in12.0Normal Depth ft²14.0Flow Area ft18.2Wetted Perimeter in9.2Hydraulic Radius ft17.99Top Width in11.9Critical Depth ft/ft0.026Critical Slope ft/s4.96Velocity ft0.38Velocity Head ft1.38Specific Energy 0.992Froude Number SubcriticalFlow Type GVF Input Data in0.0Downstream Depth ft600.0Length 10Number Of Steps GVF Output Data in12.0Upstream Depth N/AProfile Description ft15.24Profile Headloss ft/s4.99Downstream Velocity ft/s4.96Upstream Velocity in12.0Normal Depth in11.9Critical Depth ft/ft0.025Channel Slope ft/ft0.026Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/31/2022 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterOverflow Channel.fm8 6'-0 9 16/"Ø 1 2/ 1' - 1 1 1' - 1 1 1 2/ 1'-95 8/3'-01 2/1'-95 8/ 6'-713 16/ 72'' ROUND TOP-MOUNT TRASH RACK LDR-72 01 1 101 IRONWOOD ROAD MIDDLESBORO, KY 40965 PH: (606) 248-5560 FAX: (606) 248-6308 JRHOE.COM MADE IN THE U.S.A. AVAILABLE MATERIALS: MILD STEEL (NO FINISH) - WGT: MILD STEEL (GALVANIZED) - WGT: STAINLESS STEEL - WGT: ALUMINUM - WGT: CUSTOM SIZES AVAILABLE AVAILABLE UPON REQUEST WITH: 496.7 lbs. 496.7 lbs. 496.7 lbs. 167.8 lbs. ACCESS PORT ANTI-VORTEX PLATE TITLE: SIZE DWG. NO.REV. SHEET /A 118839 Subdivision:Core Spaces - Trilby College Location:West Trilby and South College Project Name:Core Spaces Project Number:39793.03 Calculated By:ARJ Checked By: Date:5/26/2022 Design Point - 7.1 (6 ft. Dia Manhole w/ Trash Rack) Design flow 85 cfs Orifice Flow Calculation Q = C*A* square root (2gH) C = 0.6 A = 28.274 sq ft g = 32.2 Head (ft)CA (2GH)Sqrt (2GH)Capacity 1 16.9644 64.40 8.025 136.1 2 16.9644 128.80 11.349 192.5 3 16.9644 193.20 13.900 235.8 4 16.9644 257.60 16.050 272.3 5 16.9644 322.00 17.944 304.4 6 16.9644 386.40 19.657 333.5 Core Spaces Preliminary Drainage Report APPENDIX D – WATER QUALITY CALCULATIONS Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.:39797.03 Calculated By:ARJ Checked By:0 Date:10/27/22 Basin Area (ac)% Imp. B1 0.63 77.5% B2 0.74 13.1% D1 0.29 82.5% D2 0.50 67.2% E1 1.32 90.2% E2 0.75 76.0% E3 0.78 6.7% OS1 0.84 87.4%OFFSITE AREA TREATED OS2 1.94 44.2% OS3 0.30 85.7% B770A 0.36 100.0% B770B 1.52 89.0% B900A 0.48 95.0% B900B 0.56 100.0% B910C 1.34 90.0% B920C 1.71 66.0% B910D 0.46 100.0% B920A 3.82 20.0% B920B 0.99 63.0% Total 19.34 60.7% WQCV Drain Time (hr):40 Coefficient, a (Figure 3.2):1.0 WQCV (in):0.24 WQCV (ac-ft):0.46 WQ Pond Tributary Areas POND 366 X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 1 of 4 10/27/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.:39797.03 Calculated By:ARJ Checked By:0 Date:10/27/22 Basin Area (ac)% Imp. F1 0.48 56.3% Total 0.48 56.3% WQCV Drain Time (hr):12 Coefficient, a (Figure 3.2):0.8 WQCV (in):0.18 WQCV (ac-ft):0.01 WQ Pond Tributary Areas WQ Rain Garden X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 2 of 4 10/27/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.:39797.03 Calculated By:ARJ Checked By:0 Date:10/27/22 Basin Area (ac)% Imp. A1 1.41 13.3% A2 1.78 52.1% A3 0.31 70.1% A4 1.63 49.1% A5 0.42 59.3% A6 0.75 69.4% A7 0.44 78.2% A8 1.23 64.5% A9 0.21 71.4% C1 4.43 43.5% C2 1.09 56.6% C3 1.81 80.1% C4 2.74 53.7% C5 1.33 64.2% G1 1.04 80.4% G2 0.62 81.8% G3 1.06 52.2% G4 0.77 84.6% Total 23.08 56.6% WQCV Drain Time (hr):12 Coefficient, a (Figure 3.2):0.8 WQCV (in):0.18 WQCV (ac-ft):0.42 WQ Pond Tributary Areas ADS Isolator Rows X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 3 of 4 10/27/2022 X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 4 of 4 10/27/2022 Subdivision: Core Spaces at Trilby College Project Name: Core Spaces at Trilby College Location: Fort Collins Project No.: 39793.03 Calculated By: ARJ Checked By: Date: 10/27/22 Area (acres)23.08 Area of Catchment tributary to storage facility (Acres) 2yr Runoff Coefficient 'C'0.61 the runoff coefficient Release Rate (cfs)0.419 the allowable maximum release rate from the detention facility Time of Concentration (min)5.0 ft3 acre-ft. 23,262.6 0.534 Time (min)C * A WQ Intensity (in/hr) Inflow Rate (cfs) Inflow Volume (ft3) Outflow Adjustmen t factor (m) Average Outflow Rate (cfs) Outflow Volume (ft3) Detentio n Volume (ft3) Detentio n Volume (acre-ft) 5 14.08 1.43 20.06 6018.69 1.00 0.42 125.79 5892.90 0.1353 10 14.08 1.11 15.56 9334.24 0.75 0.31 188.69 9145.56 0.2100 15 14.08 0.94 13.16 11847.31 0.67 0.28 251.58 11595.73 0.2662 20 14.08 0.81 11.33 13600.12 0.63 0.26 314.48 13285.65 0.3050 25 14.08 0.72 10.07 15099.51 0.60 0.25 377.37 14722.14 0.3380 30 14.08 0.65 9.15 16472.20 0.58 0.24 440.27 16031.93 0.3680 35 14.08 0.59 8.24 17295.81 0.57 0.24 503.16 16792.65 0.3855 40 14.08 0.54 7.53 18077.18 0.56 0.24 566.06 17511.12 0.4020 45 14.08 0.50 6.97 18816.32 0.56 0.23 628.95 18187.37 0.4175 50 14.08 0.46 6.48 19428.74 0.55 0.23 691.85 18736.90 0.4301 55 14.08 0.44 6.12 20210.12 0.55 0.23 754.74 19455.38 0.4466 60 14.08 0.41 5.77 20780.31 0.54 0.23 817.64 19962.67 0.4583 65 14.08 0.39 5.42 21139.32 0.54 0.23 880.53 20258.79 0.4651 70 14.08 0.37 5.14 21582.80 0.54 0.22 943.43 20639.38 0.4738 75 14.08 0.35 4.86 21857.34 0.53 0.22 1006.32 20851.02 0.4787 80 14.08 0.33 4.65 22300.82 0.53 0.22 1069.22 21231.60 0.4874 85 14.08 0.32 4.43 22617.59 0.53 0.22 1132.11 21485.48 0.4932 90 14.08 0.31 4.29 23187.78 0.53 0.22 1195.01 21992.78 0.5049 95 14.08 0.29 4.08 23272.26 0.53 0.22 1257.90 22014.36 0.5054 100 14.08 0.28 3.94 23652.38 0.53 0.22 1320.80 22331.59 0.5127 105 14.08 0.27 3.80 23948.04 0.52 0.22 1383.69 22564.35 0.5180 110 14.08 0.26 3.66 24159.22 0.52 0.22 1446.59 22712.64 0.5214 115 14.08 0.26 3.59 24771.65 0.52 0.22 1509.48 23262.17 0.5340 120 14.08 0.25 3.45 24835.00 0.52 0.22 1572.38 23262.63 0.5340 Required detention WQ Pond Sizing FAA Methoud for ADS StormTech Chambers Release rate was calculated as the Hydraulic retention Time for the required WQCV calcsed via the Q=V/HRT Required WQCV = 18,115.7 ft^3 Required Drain Time = 12 hrs. This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Subdivision:Core Spaces at Trilby College Project Name:Core Spaces at Trilby College Location:Fort Collins Project No.:39793.03 Calculated By:ARJ Checked By: Date:10/27/22 Area (acres)23.08 Area of Catchment tributary to storage facility (Acres) 2yr Runoff Coefficient 'C'0.61 the runoff coefficient Release Rate (cfs)0.419 the allowable maximum release rate from the detention facility Time of Concentration (min)5.0 ft3 acre-ft. 23,263.8 0.534 Time (min)C * A WQ Intensity (in/hr) Inflow Rate (cfs) Inflow Volume (ft3) Outflow Adjustme nt factor (m) Average Outflow Rate (cfs) Outflow Volume (ft3) Detentio n Volume (ft3) Detentio n Volume (acre-ft) 5 14.08 1.43 20.06 6018.69 1.00 0.42 125.70 5892.99 0.1353 10 14.08 1.11 15.56 9334.24 0.75 0.31 188.55 9145.69 0.2100 15 14.08 0.94 13.16 11847.31 0.67 0.28 251.40 11595.91 0.2662 20 14.08 0.81 11.33 13600.12 0.63 0.26 314.25 13285.87 0.3050 25 14.08 0.72 10.07 15099.51 0.60 0.25 377.10 14722.41 0.3380 30 14.08 0.65 9.15 16472.20 0.58 0.24 439.95 16032.25 0.3680 35 14.08 0.59 8.24 17295.81 0.57 0.24 502.80 16793.01 0.3855 40 14.08 0.54 7.53 18077.18 0.56 0.24 565.65 17511.53 0.4020 45 14.08 0.50 6.97 18816.32 0.56 0.23 628.50 18187.82 0.4175 50 14.08 0.46 6.48 19428.74 0.55 0.23 691.35 18737.39 0.4302 55 14.08 0.44 6.12 20210.12 0.55 0.23 754.20 19455.92 0.4466 60 14.08 0.41 5.77 20780.31 0.54 0.23 817.05 19963.26 0.4583 65 14.08 0.39 5.42 21139.32 0.54 0.23 879.90 20259.42 0.4651 70 14.08 0.37 5.14 21582.80 0.54 0.22 942.75 20640.05 0.4738 75 14.08 0.35 4.86 21857.34 0.53 0.22 1005.60 20851.74 0.4787 80 14.08 0.33 4.65 22300.82 0.53 0.22 1068.45 21232.37 0.4874 85 14.08 0.32 4.43 22617.59 0.53 0.22 1131.30 21486.29 0.4933 90 14.08 0.31 4.29 23187.78 0.53 0.22 1194.15 21993.63 0.5049 95 14.08 0.29 4.08 23272.26 0.53 0.22 1257.00 22015.26 0.5054 100 14.08 0.28 3.94 23652.38 0.53 0.22 1319.85 22332.53 0.5127 105 14.08 0.27 3.80 23948.04 0.52 0.22 1382.70 22565.34 0.5180 110 14.08 0.26 3.66 24159.22 0.52 0.22 1445.55 22713.67 0.5214 115 14.08 0.26 3.59 24771.65 0.52 0.22 1508.40 23263.25 0.5341 120 14.08 0.25 3.45 24835.00 0.52 0.22 1571.25 23263.75 0.5341 Required detention WQ Pond Sizing FAA Methoud for ADS StormTech Chambers Release rate was calculated as the Hydraulic Retention Time for the required WQCV calcsed via the Q=V/HRT Required WQCV for 12 hr drain time per City of Fort Collins WQ Equation = 18,115.7 ft^3 SC-160 25 84.4 12 14.65 6.9 15 0.35 0.0007798 0.011 SC-310 34 85.4 16 20.16 14.7 31 0.35 0.0007798 0.016 SC-740 51 85.4 30 30.25 45.9 74 0.35 0.0007798 0.024 DC-780 51 85.4 30 30.25 46.2 78.4 0.35 0.0007798 0.024 MC-3500 77 90 45 48.13 109.9 46.9 0.35 0.0007798 0.038 MC-4500 100 48.3 60 33.54 106.5 162.6 0.35 0.0007798 0.026 * Flow Rate given by City of Fort Collins based on UNH Testing Report Using Highlighted row Chamber & Aggregate Volume (cf)Flow Rate* (gpm/sf) Flow Rate (cfs/sf) Flow Rate per Chamber (cfs)Chamber Type Width (in) Length (in) Height (in) Floor Area (sf)Chamber Volume (cf) This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Sheet 1 of 2 Designer: Company: Date: Project: Location: 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, Ia Ia =56.3 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = Ia/100)i =0.563 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV =0.18 watershed inches (WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area)Area =20,909 sq ft E) Water Quality Capture Volume (WQCV) Design Volume VWQCV =cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d6 =0.43 in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region,VWQCV OTHER =313 cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER =cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum)DWQCV =12 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical)Z =4.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area AMin =235 sq ft D) Actual Flat Surface Area AActual =348 sq ft E) Area at Design Depth (Top Surface Area)ATop =788 sq ft F) Rain Garden Total Volume VT=568 cu ft (VT= ((ATop + AActual) / 2) * Depth) 3. Growing Media 4. Underdrain System A) Are underdrains provided?2 B) Underdrain system orifice diameter for 12 hour drain time i) Distance From Lowest Elevation of the Storage y =N/A ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol12 =N/A cu ft iii) Orifice Diameter, 3/8" Minimum DO =N/A in Design Procedure Form: Rain Garden (RG) ARJ JR Engineering October 27, 2022 Core Spaces at Trilby College Fort Collins UD-BMP (Version 3.07, March 2018) Choose One Choose One 18" Rain Garden Growing Media Other (Explain): YES NO BAsin F1 UD-BMP_v3.07 (3).xlsm, RG 10/27/2022, 10:34 AM Sheet 2 of 2 Designer: Company: Date: Project: Location: 5. Impermeable Geomembrane Liner and Geotextile Separator Fabric A) Is an impermeable liner provided due to proximity of structures or groundwater contamination? 6. Inlet / Outlet Control A) Inlet Control 7. Vegetation 8. Irrigation A) Will the rain garden be irrigated? Notes: Design Procedure Form: Rain Garden (RG) ARJ JR Engineering October 27, 2022 Core Spaces at Trilby College Fort Collins Choose One Choose One Choose One Sheet Flow- No Energy Dissipation Required Concentrated Flow- Energy Dissipation Provided Plantings Seed (Plan for frequent weed control) Sand Grown or Other High Infiltration Sod Choose One YES NO YES NO BAsin F1 UD-BMP_v3.07 (3).xlsm, RG 10/27/2022, 10:34 AM Core Spaces Preliminary Drainage Report APPENDIX E – REFERENCES LEGEND EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE DIRECTION OF FLOW SUBBASIN CONVEYANCE ELEMENT - PIPE DETENTION POND NODE CONVEYANCE ELEMENT - SURFACE FLOW CONVEYANCE ELEMENT - ORIFICE CONVEYANCE ELEMENT PORTION OF THE STONE CREEK EFFECTIVE SWMM SCHEMATIC 3-25-22 LEGEND PROPOSED SWMM DRAINAGE BASIN DIVIDE LINE SUBBASIN CONVEYANCE ELEMENT - PIPE DETENTION POND NODE CONVEYANCE ELEMENT - SURFACE FLOW CONVEYANCE ELEMENT - ORIFICE PROPOSED CONVEYANCE ELEMENT EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE (WITH DIRECTION OF FLOW) CONVEYANCE ELEMENT PROPOSED SUBBASIN PROPOSED CONVEYANCE ELEMENT - PIPE PROPOSED CONVEYANCE ELEMENT - SURFACE FLOW PROPOSED CONVEYANCE ELEMENT - ORIFICE PROPOSED NODE PROPOSED DETENTION POND STONE CREEK PROPOSED CONDTIONS SWMM SCHEMATIC 3-25-22 (WITH DIRECTION OF FLOW) LEGEND CORRECTED EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE (WITH DIRECTION OF FLOW) SUBBASIN CONVEYANCE ELEMENT - PIPE DETENTION POND NODE CONVEYANCE ELEMENT - SURFACE FLOW CONVEYANCE ELEMENT - ORIFICE CORRECTED CONVEYANCE ELEMENT EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE CONVEYANCE ELEMENT CORRECTED EFFECTIVE SUBBASIN CORRECTED CONVEYANCE ELEMENT - PIPE CORRECTED CONVEYANCE ELEMENT - SURFACE FLOW CORRECTED CONVEYANCE ELEMENT - ORIFICE CORRECTED EFFECTIVE NODE CORRECTED EFFECTIVE DETENTION POND STONE CREEK CORRECTED EFFECTIVE SWMM SCHEMATIC 3-25-22 (WITH DIRECTION OF FLOW) PROPOSED SWMM DRAINAGE BASIN DIVIDE LINE PROPOSED DIRECTION OF FLOW SUBBASIN CONVEYANCE ELEMENT - PIPE DETENTION POND NODE CONVEYANCE ELEMENT - SURFACE FLOW CONVEYANCE ELEMENT - ORIFICE PROPOSED CONVEYANCE ELEMENT EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE DIRECTION OF FLOW CONVEYANCE ELEMENT PROPOSED SUBBASIN PROPOSED CONVEYANCE ELEMENT - PIPE PROPOSED CONVEYANCE ELEMENT - SURFACE FLOW PROPOSED CONVEYANCE ELEMENT - ORIFICE PROPOSED NODE LEGEND PROPOSED DETENTION POND STONE CREEK PROPOSED CONDTIONS SWMM SCHEMATIC AREA OF COLLEGE AND TRILBY INTERSECTION ENHANCEMENTS STORM SYSTEM 3-25-22 T T S T M S T M A1 A2 A3 A4 A5 A6 A7 A8 A9 B1 B2 B3 acres A1 0.83 1.00 0.09 acres A2 0.71 0.89 0.39 acres A3 0.29 0.37 0.52 acres A4 0.81 1.00 0.24 acres A5 0.86 1.00 0.48 acres A6 0.64 0.80 0.86 acres A7 0.83 1.00 0.18 acres A8 0.95 1.00 0.34 acres A9 0.95 1.00 0.34 acres B1 0.37 0.46 0.14 acres B3 0.62 0.78 0.01 acres B2 0.30 0.38 0.20 acres OS1 0.25 0.31 1.55 - - - - - - - - - - - - - - STAMP Date: Drawn By: Project No: Checked By: H: \ G o o d w i n K n i g h t \ C O , F o r t C o l l i n s - G N K 0 0 0 0 0 8 . 1 0 - M a r s L a n d i n g I S P \ C A D D \ 3 C D \ G N K 0 8 _ C 9 . 0 _ D r a i n a g e P l a n . d w g - Do n a l d C e c i l - 9/ 1 / 2 0 2 0 Init.#Issue / DescriptionDate MA R S L A N D I N G PR O J E C T D E V E L O P M E N T P L A N FO R T C O L L I N S , C O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PR E L I M I N A R Y NO T F O R B I D D I N G NO T F O R C O N S T R U C T I O N 09.09.2020 GNK000008 JEP DBC CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO CONSTRUCTION. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. 4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. Know what's before you dig. DRAINAGE PLAN C8.0 SCALE: 1"=30' 0 15 30 LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED STORM INLET PROPOSED LOTLINE EASEMENT LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPERTY BOUNDARY EXISTING MANHOLE DRAINAGE SYMBOLS: DESIGN POINT MAJOR BASIN BOUNDARY (i.e., C-STORE) SUB-BASIN BOUNDARY (i.e., RATIONAL METHOD) OVERLAND FLOW DIRECTION (I.E., LANDSCAPING) DIRECT FLOW DIRECTION (I.E., PAVEMENT, CURB AND GUTTER) BASIN ID MINOR (2YEAR) RUNOFF COEFFICIENT MAJOR (100YEAR) RUNOFF COEFFICIENT BASIN AREA (ACRES) acres A1 0.23 0.45 1.00 A1 TRILBY ROAD TRILBY ROAD CO L L E G E A V E N U E LE M A Y A V E N U E SKYWAY DRIVE CO L B Y S T E E T C B A D NORTH TRIBUTARY MIDDL E H U N T I N G T O N H I L L S T R I B U T A R Y SOUTH TRIBUTARY E TRIBUTARY C1: PROPOSED STORM SEWER SYSTEM ST O N E C R E E K STO N E C R E E K CO L L E G E A V E N U E D1: FLOODPLAIN REGULATIONS D2: CROWN RIDGE LANE CULVERT IMPROVEMENTS (10'W X 3'H BOX CULVERT) CROWN RIDGE LANE PROVINCETOWNE DEVELOPMENT RICK DRIVE A1: FLOODPLAIN DEVELOPMENT REGULATIONS A2: OVERFLOW CHANNEL TO POND 363 (RIPRAP LINED CHANNEL) E1: Ditch Crossing Structure B1: FLOODPLAIN DEVELOPMENT REGULATIONS B2: INCREASED CAPACITY UNDER COLLEGE AVE LEMAY AVENUE CROSSING IMPROVEMENTS A PROBLEM IDENTIFICATION AREA LOCATIONS COLLEGE AVENUE APPROXIMATELY 600-FEET NORTH OF TRILBY ROAD B COLLEGE AVENUE AT SKYWAY DRIVEC D E SPILL FLOW TO PROVINCETOWNE LOUDEN DITCH CROSSING COLLEGE AVENUE 1,500-FEET NORTH OF TRILBY ROAD NORTH 0 SCALE : 1" = 300 300 600 F: \ I c o n P r o j e c t s \ S t o n e C r e e k \ D w g \ 0 6 _ D W G \ 0 5 _ F I N A L _ S H E E T S \ S e l e c t e d I m p r o v e m e n t P l a n . d w g ; J m i c h a e l s e n ; P a g e S e t u p : - - - - ; ! C O N - H A L F - S I Z E . c t b ; 1 0 / 2 / 2 0 1 8 6 : 4 9 A M SELECTED PLAN IMPROVEMENTS PROJECT NO: 17-049-SCBAPPR.REVISIONSNo. DATE ICON ENGINEERING, INC. PREPARED BY: Know what's below. Call before you dig.1-1 VERIFY SCALE 0 1" BAR IS ONE INCH ON ORIGINAL DRAWINGS SEPT 2018 PREPARED FOR: 500 0 50 0 0 5 0 1 0 50 0 0 50 0 5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 EXISTING 30" RCP TO BE REPLACED WITH 48" RCP PROPOSED MANHOLE CO L L E G E A V E N U E EXISTING 48" RCP EXTEND EXISTING 48" RCP TO COLLEGE AVE LIMITS NORTH F: \ I c o n P r o j e c t s \ S t o n e C r e e k \ D w g \ 0 6 _ D W G \ 0 5 _ F I N A L _ S H E E T S \ L o c a t i o n i m p r o v e m e n t s . d w g ; J m i c h a e l s e n ; P a g e S e t u p : - - - - ; ! C O N - H A L F - S I Z E . c t b ; 1 0 / 1 / 2 0 1 8 1 0 : 2 8 A M LOCATION A: OVERFLOW CHANNEL FROM POND 366 TO POND 363 PROJECT NO: 17-049-SCBAPPR.REVISIONSNo. DATE ICON ENGINEERING, INC. PREPARED BY: Know what's below. Call before you dig.1 OF 1 VERIFY SCALE 0 1" BAR IS ONE INCH ON ORIGINAL DRAWINGS SEPT 2018 PREPARED FOR: NOT FOR CONSTRUCTION ST ST SO U T H C O L L E G E A V E N U E ST M M H - 4 4 ( 1 ) ST A : 1 + 0 2 . 0 0 RI M = 5 0 0 3 . 4 7 ' IN V . O U T ( 4 8 " R C P ) = 4 9 9 8 . 9 7 ' ( E ) ST M M H - 4 4 ST A : 2 + 1 8 . 0 0 RI M = 5 0 0 6 . 5 0 ' IN V . I N ( 4 8 " R C P ) = 4 9 9 6 . 8 7 ( W ) ' IN V . O U T ( 4 8 " R C P ) = 4 9 9 6 . 8 7 ' ( E ) ST M M H - 4 3 ST A : 6 + 2 5 . 0 0 RI M = 4 9 8 7 . 5 0 ' IN V . I N ( 4 8 " R C P ) = 4 9 8 3 . 0 0 ( W ) ' EXISTING GROUND 4960 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+508+74 F: \ I c o n P r o j e c t s \ S t o n e C r e e k \ D w g \ 0 6 _ D W G \ 0 5 _ F I N A L _ S H E E T S \ L O C A T I O N B . d w g ; J m i c h a e l s e n ; P a g e S e t u p : - - - - ; ! C O N - H A L F - S I Z E . c t b ; 1 0 / 1 / 2 0 1 8 1 2 : 0 1 P M LOCATION B: INCREASED CAPACITY UNDER COLLEGE AVENUE PROJECT NO: 17-049-SCBAPPR.REVISIONSNo. DATE ICON ENGINEERING, INC. PREPARED BY: Know what's below. Call before you dig. PREPARED FOR: 1 OF 1 VERIFY SCALE 0 1" BAR IS ONE INCH ON ORIGINAL DRAWINGS SEPT 2018 PLAN AND PROFILE NOTES: NORTH 0 SCALE : 1" = 100' 100 200 Core Spaces Preliminary Drainage Report APPENDIX F – MAPS A W e s t r i a n C o m p a n y WEST TRILBY ROAD SO U T H C O L L E G E A V E N U E SO L A R C O U R T Know what's below. before you dig.Call R WEST TRILBY ROAD SO U T H C O L L E G E A V E N U E SO L A R C O U R T LEGEND EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE (WITH DIRECTION OF FLOW) CONVEYANCE ELEMENT PROPOSED SWMM DRAINAGE BASIN DIVIDE LINE CIP PROPOSED CONVEYANCE ELEMENT (WITH DIRECTION OF FLOW) SUBBASIN CIP SUBBASIN CONVEYANCE ELEMENT - PIPE CIP PROPOSED CONVEYANCE ELEMENT - PIPE CONVEYANCE ELEMENT - SURFACE FLOW CIP PROPOSED CONVEYANCE ELEMENT - SURFACE FLOW CONVEYANCE ELEMENT - ORIFICE CIP PROPOSED CONVEYANCE ELEMENT - ORIFICE DETENTION POND CIP PROPOSED DETENTION POND NODE CIP PROPOSED NODE A W e s t r i a n C o m p a n y WEST TRILBY ROAD SO U T H C O L L E G E A V E N U E SO L A R C O U R T Know what's below. before you dig.Call R LEGEND EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE (WITH DIRECTION OF FLOW) CONVEYANCE ELEMENT PROPOSED SWMM DRAINAGE BASIN DIVIDE LINE CIP PROPOSED CONVEYANCE ELEMENT (WITH DIRECTION OF FLOW) SUBBASIN CIP SUBBASIN CONVEYANCE ELEMENT - PIPE CIP PROPOSED CONVEYANCE ELEMENT - PIPE CONVEYANCE ELEMENT - SURFACE FLOW CIP PROPOSED CONVEYANCE ELEMENT - SURFACE FLOW CONVEYANCE ELEMENT - ORIFICE CIP PROPOSED CONVEYANCE ELEMENT - ORIFICE DETENTION POND CIP PROPOSED DETENTION POND NODE CIP PROPOSED NODE A W e s t r i a n C o m p a n y WEST TRILBY ROAD SO U T H C O L L E G E A V E N U E SO L A R C O U R T Know what's below. before you dig.Call R VA U L T V A U L T VAU L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M C CC AA C M A R S D R I V E RO V E R W A Y NO V A L A N E GA L A C T I C L A N E MO O N B E A M W A Y GA L A C T I C L A N E WEST TRILBY ROAD SO U T H C O L L E G E A V E N U E SO L A R C O U R T A W e s t r i a n C o m p a n y VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T M M M M M M M MM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M VAULT VAULT B B DD RO V E R W A Y OXENFREE DRIVE MA R S D R I V E MA R S D R I V E MO O N B E A M W A Y STELLAR CIRCLE NO V A L A N E NO V A L A N E CO R E L A N E A Westrian Company TRILBY / COLLEGE EX-DRAINAGE EXHIBT MARS DRIVE MARS D R I V E MARS DRIVE MARS DRIVE MARS DRIVE MERCURY DRIVE MERCURY DRIVE M E R C U R Y D R I V E ME R C U R Y D R I V E Core Spaces Preliminary Drainage Report APPENDIX G –LID EXHIBIT A W e s t r i a n C o m p a n y WEST TRILBY ROAD SO U T H C O L L E G E A V E N U E SO L A R C O U R T Know what's below. before you dig.Call R VA U L T V A U L T VAU L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M C CC AA C M A R S D R I V E R O V E R W A Y WEST TRILBY ROAD SO U T H C O L L E G E A V E N U E SO L A R C O U R T A W e s t r i a n C o m p a n y VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T M M M M M M MM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M VAULT VAULT B B DD RO V E R W A Y OXENFREE DRIVE MA R S D R I V E MA R S D R I V E MO O N B E A M W A Y STELLAR CIRCLE NO V A L A N E NO V A L A N E CO R E L A N E A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R RO V E R W A Y OXENFREE DRIVE MA R S D R I V E MA R S D R I V E STELLAR CIRCLE NO V A L A N E NO V A L A N E CO R E L A N E LEGEND EFFECTIVE SWMM DRAINAGE BASIN DIVIDE LINE (WITH DIRECTION OF FLOW) CONVEYANCE ELEMENT PROPOSED SWMM DRAINAGE BASIN DIVIDE LINE CIP PROPOSED CONVEYANCE ELEMENT (WITH DIRECTION OF FLOW) SUBBASIN CIP SUBBASIN CONVEYANCE ELEMENT - PIPE CIP PROPOSED CONVEYANCE ELEMENT - PIPE CONVEYANCE ELEMENT - SURFACE FLOW CIP PROPOSED CONVEYANCE ELEMENT - SURFACE FLOW CONVEYANCE ELEMENT - ORIFICE CIP PROPOSED CONVEYANCE ELEMENT - ORIFICE DETENTION POND CIP PROPOSED DETENTION POND NODE CIP PROPOSED NODE