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Home My WebLink AboutCORE SPACES AT TRILBY & COLLEGE - PDP220009 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTPRELIMINARY DRAINAGE REPORT FOR CORE SPACES (TRILBY & COLLEGE) Prepared For: Core Spaces 1647 N. MILWAUKEE AVE. CHICAGO, ILLNOIS 60647 Shannon Robbins (303) 704-9246 JUNE 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 ................................................................................................ 3 EXISTING OFFSITE DRAINAGE BASINS ............................................................................................ 4 EXISTING OFFSITE DRAINAGE DESCRIPTIONS ................................................................................. 4 PROPOSED SUB-BASINS DESCRIPTIONS ......................................................................................... 5 OFFSITE SUB-BASINS DESCRIPTIONS .............................................................................................. 8 PROJECT DESCRIPTION .................................................................................................................... 11 PROJECT DESCRIPTION ................................................................................................................ 11 PROPOSED DRAINAGE FACILITIES .................................................................................................... 11 GENERAL CONCEPT ..................................................................................................................... 11 WATER QUALITY/ DETENTION FACILITIES .................................................................................... 12 LOW IMPACT DEVELOPMENT ...................................................................................................... 12 DRAINAGE DESIGN CRITERIA ........................................................................................................... 13 REGULATIONS ............................................................................................................................. 13 FOUR STEP PROCESS TO PROTECT RECEIVING WATERS ............................................................... 13 DEVELOPMENT CRITERIA REFERENCE AND CONSTRAINTS ........................................................... 14 HYDROLOGIC CRITERIA ................................................................................................................ 14 HYDRAULIC CRITERIA ................................................................................................................... 14 FLOODPLAIN REGULATIONS COMPLIANCE ..................................................................................... 1 MODIFICATIONS OF CRITERIA ........................................................................................................ 1 EROSION CONTROL ....................................................................................................................... 1 CONCLUSIONS ................................................................................................................................... 1 COMPLIANCE WITH STANDARDS ................................................................................................... 1 DRAINAGE CONCEPT ..................................................................................................................... 1 REFERENCES ...................................................................................................................................... 2 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 Guardian Storage Fort Collins 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 Loundon 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 2018 stone Creek Master plan by ICON Engineering 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/, 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 Trilogy 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 41.93 Acres; the site will be developed into multi-family residential community with a recreation facility and will include regional 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. EXISTING SUB-BASIN DESCRIPTION There are offsite areas that flow across the proposed development site. The existing drainage basins within the site flow to the southeast of the site. The offsite existing basins can be found on the Offsite SWMM Map located in Appendix E - by Wilson and Company. Basin H-1 24.8, acres and 3% impervious. This basin is composed of native grassland, an existing shed, and a low point that drains into a 30” RCP. From then on, the runoff is then piped across S. College Ave and outfalls to the prairie dog meadows natural area. This basin is part of Basin B920 of the Stone Creek master plan. Basin H-2 7.26, acres and 15% impervious. This basin is composed of native grassland, an existing shed and a low point that drains into a 24” RCP.From then on, the runoff is then piped across S. College Ave and outfalls to the prairie dog meadows natural area. This basin is part of B910 of the Stone Creek Master plan. Core Spaces Preliminary Drainage Report 4 Basin H-3 5.81, acres and 15% impervious. The runoff from this basin drains across an open meadow and drains onto the Southgate property. This basin is part of basin B910 of the Stone Creek Master Drainage plan. 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. 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 hydra flow and the capacity is shown within Appendix C of this report. EXISTING OFFSITE DRAINAGE DESCRIPTIONS The offsite flows are currently routed through the site. Specifically, runoff from the Skyview South First Filing No. One. For additional information on the offsite basins see the attached SWMM Schematics within Appendix E of this report. Basin B830, 7.64 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 is currently detained in the low point of the site is outfalls into an existing 30” RCP Basin 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 is currently detained in the low point of the site is outfalls into an existing 30” RCP. Core Spaces Preliminary Drainage Report 5 PROPOSED SUB-BASINS DESCRIPTIONS Basin A1, 1.41 acres and 12% 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 xxx Street 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, 1.86 acres and 43% impervious this basin is composed of multi-family duplex residential units, paved walk and paved driveways a residential local street xxx. The runoff from this basin goes to design point 4a at an on-grade inlet. 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, 0.72 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, 0.43 acres and 72% 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 64% 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. Core Spaces Preliminary Drainage Report 6 Basin A9, 0.48 acres and 73% 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 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, 0.73 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. Basin C1, 5.19 acres and 43% 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, 2.65 acres and 56% 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. Core Spaces Preliminary Drainage Report 7 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, 0.31 acres and 76% 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, 0.51 acres and 66% 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, 1.24 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 366. Basin F1, 0.32 acres and 68% impervious this basin is composed of a residential alley with a hammerhead, a concrete walk, paved concrete driveways, and residential multi-family units. Basin OF1, 0.27 acres and 2% 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 the regional detention pond. Basin OF2, 0.57 acres and 2% 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. Basin G1, 1.07 acres and 75% 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, 1.04 acres and 81% 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. Core Spaces Preliminary Drainage Report 8 Basin G3, 1.08 acres and 47% impervious this basin is composed of walks and residential units. The runoff from this basin drains to an inlet at design point 4g. Basin G4, 1.00 acres and 81% 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 39% 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 366 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, 6.36 acres and 6% impervious this basin is composed of the regional detention facility 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. 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 are currently being modified with the capital improvement plan by Wilson and Company. Basin OS1, 1.10 acres and 65.9% impervious this basin is composed the 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, from then on the runoff is piped to the regional detention facility. Core Spaces Preliminary Drainage Report 9 Basin OS2, 1.94 acres 43.9% 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, from then on the runoff goes into a channel where it outfalls to the regional detention facility. Basin OS3, 0.85 acres and 73.2% impervious this basin is composed the northern portion of West Trilby Road and the back of lots of Skyview South Filing No. 1. The runoff drains to an inlet and is piped and treated in a water quality pond. From then on the runoff goes into a channel where it outfalls to the regional detention facility. 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. 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 regional 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 regional detention pond P363. Basin B900B, 0.56 acres and 100.0% 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 Core Spaces Preliminary Drainage Report 10 runoff is routed in the overflow channel and outlet structure to the regional 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 the regional 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 the regional detention pond P363. 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 the regional 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 pond P366, and from there on, the runoff is routed in the overflow channel and outlet structure to the regional 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 the regional detention pond P363. Core Spaces Preliminary Drainage Report 11 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. B830, 7.64 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 in the 100 year event where the runoff will be detained in the regional detention pond. 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 the regional detention pond. 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 regional 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 and detained for full spectrum runoff and water quality. 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 12 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 proposed sand filter at the south end of the site. 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. The remaining water quality within the site will be treated in a water quality pond 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. Table 3 shows the water quality and LID requirements below. 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 13 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 and a water quality pond designed to capture and treat 120% 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 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 new impervious area is treated by the proposed isolator rows in the mid-eastern portion of the site as illustrated in the LID/Surface Map is provided in Appendix G. exhibit showing the area of the site to be treated with LID measures as shown within Appendix G of this Report. Core Spaces Preliminary Drainage Report 14 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. JR Engineering has incorporated the drainage improvement from College and Trilby into the site 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 the smaller pond 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, but the 30” RCP will not be upsized to a 48”. Table 1, as shown below, shows the 100-year volume, WSELV, and max release rate(s) for the detention facilities on site. Table 1 Pond ID 100-YR_Vol. (Acre-Ft) 100-YR WSELV PEAK_POND RELEASE (CFS) P363 10.21 5004.91 50 P366 1.63 5025.52 101.97 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 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 2-year, 1-hour rainfall depth of 0.82 inches and a 100-year, 1-hour rainfall depth of 2.86 inches. These depths do account for the 1997 adjusted rainfall depths. 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. Core Spaces Preliminary Drainage Report 1 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 No modification to the City of Fort Collins Criteria are being proposed within this drainage report. 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 a regional full spectrum detention facility 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 2 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 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 4448270044828004482900448300044831004483200448330044834004483500448270044828004482900448300044831004483200448330044834004483500493000493100493200493300493400493500493600 493000 493100 493200 493300 493400 493500 493600 40° 30' 9'' N 105° 5' 0'' W40° 30' 9'' N105° 4' 30'' W40° 29' 38'' N 105° 5' 0'' W40° 29' 38'' N 105° 4' 30'' WN 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:5/24/22 A1 1.41 100%0.13 9.5%90%0.01 0.8%2%1.26 1.8%12.1% 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 1.58 100%0.47 29.9%90%0.34 19.6%2%0.77 1.0%50.4% A5 0.42 100%0.25 58.4%90%0.00 0.0%2%0.18 0.8%59.3% A6 0.72 100%0.33 45.6%90%0.18 22.5%2%0.21 0.6%68.7% A7 0.44 100%0.31 70.7%90%0.00 0.0%2%0.13 0.6%71.3% A8 1.23 100%0.42 34.6%90%0.40 29.2%2%0.40 0.7%64.5% A9 0.48 100%0.35 72.2%90%0.00 0.0%2%0.13 0.6%72.8% B1 0.63 100%0.28 44.0%90%0.23 33.1%2%0.12 0.4%77.5% B2 0.73 100%0.08 11.6%90%0.00 0.0%2%0.65 1.8%13.3% C1 4.51 100%1.24 27.4%90%1.05 20.9%2%2.23 1.0%49.2% 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 2.65 100%0.93 35.0%90%0.58 19.8%2%1.14 0.9%55.6% C5 1.33 100%0.85 63.5%90%0.00 0.0%2%0.49 0.7%64.2% D1 0.31 100%0.24 75.9%90%0.00 0.0%2%0.08 0.5%76.4% D2 0.51 100%0.26 51.6%90%0.08 13.5%2%0.17 0.7%65.8% E1 1.24 100%1.11 90.0%90%0.00 0.0%2%0.12 0.2%90.2% E2 0.76 100%0.03 3.9%90%0.00 0.0%2%0.73 1.9%5.8% F1 0.32 100%0.18 57.6%90%0.03 9.4%2%0.10 0.6%67.7% OF1 0.27 100%0.00 0.0%90%0.00 0.0%2%0.27 2.0%2.0% OF2 0.56 100%0.00 0.0%90%0.00 0.0%2%0.56 2.0%2.0% G1 1.07 100%0.51 47.1%90%0.40 33.8%2%0.17 0.3%81.2% G2 1.04 100%0.38 36.2%90%0.51 44.2%2%0.15 0.3%80.7% G3 1.08 100%0.20 18.0%90%0.34 28.0%2%0.55 1.0%47.1% G4 1.00 100%0.67 67.0%90%0.15 13.4%2%0.18 0.4%80.8% G5 1.21 100%0.09 7.6%90%0.41 30.5%2%0.71 1.2%39.2% H1 6.36 100%0.27 4.2%90%0.00 0.0%2%6.10 1.9%6.1% TOTAL 36.85 47.1% OS1 1.10 100%0.72 65.2%90%0.00 0.0%2%0.38 0.7%65.9% OS2 1.94 100%0.53 27.1%90%0.33 15.4%2%1.42 1.5%43.9% OS3 0.85 100%0.62 72.7%90%0.00 0.0%2%0.23 0.5%73.2% OS4 1.70 100%1.28 75.5%90%0.00 0.0%2%0.42 0.5%76.0% 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 5/27/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.: Calculated By:ARJ Checked By:0 Date:5/2/22 H-1 24.80 100%0.12 0.5%90%0.01 0.0%2%24.67 2.0%2.5% H-2 7.26 100%0.52 7.1%90%0.47 5.9%2%6.27 1.7%14.7% H-3 5.81 100%0.15 2.7%90%0.07 1.1%2%5.58 1.9%5.7% TOTAL 37.87 5.3% % Imp. Area (ac) 39797.03 COMPOSITE % IMPERVIOUS CALCULATIONS 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. X:\3970000.all\3979303\Excel\Drainage\3979303 Ex Drainage_Calcs_Template_v2.07.xlsm Page 1 of 1 5/27/2022 Tributary Area Width Slope % Imperv N-Imperv N-Perv Store Imperv.Dstore perv.Zero % imperv. Storage (max)Storage (min) Decay Rate Sub-basin A1 1.41 177.73 3.00%12.11%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 1.58 149.31 2.39%50.43%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 0.72 83.40 1.85%68.73%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 A7 0.43 53.32 2.00%71.92%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 0.48 50.76 1.73%72.78%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 0.73 87.22 1.21%13.32%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 C1 4.51 187.99 1.04%49.25%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 2.65 174.73 1.60%55.60%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 0.31 67.71 3.73%76.40%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 D2 0.51 108.83 3.69%65.81%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 E1 1.24 264.24 3.61%90.20%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 F1 0.32 86.22 1.02%67.70%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OF1 0.27 47.85 0.50%2.00%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OF2 0.56 23.15 0.50%2.00%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G1 1.17 83.00 1.64%74.67%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G2 1.04 106.05 1.79%80.70%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G3 1.08 119.99 2.04%47.09%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G4 1.00 61.72 1.66%80.79%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 G5 1.21 129.67 2.47%39.23%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 H1 6.36 637.76 0.57%6.13%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OS1 1.10 94.78 2.21%65.86%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OS2 1.94 87.98 3.43%43.87%0.016 0.25 0.1 0.3 1 0.51 0.5 6.48 OS3 0.85 51.59 3.60%73.24%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 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 5/25/2022 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:5/22/22 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 5000.00 2,893 0 0 0.00 1.00 5001.00 29,718 13,961 13,961 0.32 2.00 5002.00 68,850 47,934 61,895 1.42 3.00 5003.00 92,722 80,490 142,385 3.27 4.00 5004.00 105,906 99,241 241,626 5.55 5.00 5005.00 105,906 105,906 347,532 7.98 6.00 5006.00 121,303 113,517 461,049 10.58 7.00 5007.00 128,510 124,889 585,938 13.45 Volume (acre feet)Volume Water Surface Elevation Stage Water Quality 0.99 5001.61 1.61 EURV 2.99 5002.85 2.85 100-Year Detention 9.99 5005.78 5.78 POND VOLUME CALCULATIONS POND - P363 X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 1 of 2 5/25/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.39793.03 By:ARJ Checked By:0 Date:5/22/22 POND VOLUME CALCULATIONS 4999.00 5000.00 5001.00 5002.00 5003.00 5004.00 5005.00 5006.00 5007.00 5008.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00Elevation (ft)Pond Volume (ac-ft) Pond Stage-Storage X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 2 of 2 5/25/2022 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:5/22/22 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 5021.00 2,893 0 0 0.00 1.00 5022.00 9,875 6,038 6,038 0.14 2.00 5023.00 13,569 11,673 17,711 0.41 3.00 5024.00 15,587 14,566 32,277 0.74 4.00 5025.00 17,713 16,639 48,916 1.12 5.00 5026.00 19,947 18,819 67,735 1.55 6.00 5027.00 22,248 21,087 88,822 2.04 Volume (acre feet)Volume Water Surface Elevation Stage Water Quality #VALUE!#VALUE! EURV 100-Year Detention POND VOLUME CALCULATIONS POND - P366 X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 1 of 2 5/25/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.39793.03 By:ARJ Checked By:0 Date:5/22/22 POND VOLUME CALCULATIONS 5020.00 5021.00 5022.00 5023.00 5024.00 5025.00 5026.00 5027.00 5028.00 5029.00 5030.00 0.00 0.50 1.00 1.50 2.00 2.50Elevation (ft)Pond Volume (ac-ft) Pond Stage-Storage X:\3970000.all\3979303\Excel\Drainage\Pond Volume.xlsm Page 2 of 2 5/25/2022 Existing Stone Creek Model.txt *100 YR- Existing Stone Creek Model EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.015) -------------------------------------------------------------- INP file created on 11/8/2017 8:20:35 AM by trosburg with inpPINS version 0.0.3.0 INP file updated on 5/26/2021 by eschneider with Wilson & Co. Version 5.1.015 Corrected Effective in the area of College and Trilby. ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 71 Number of nodes ........... 107 Number of links ........... 145 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 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 Existing Stone Creek Model.txt 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 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 4.73 1030.00 50.00 2.0000 RainGage J770 B780 2.99 652.00 40.00 3.4000 RainGage J770 B790 14.69 1422.00 20.00 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 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 Existing Stone Creek Model.txt B880 15.67 1706.00 55.00 3.7000 RainGage J880 B900 4.18 607.00 60.00 4.2000 RainGage J900 B910 16.06 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 B920A 4.81 1265.00 20.00 3.0000 RainGage J920A B920B 1.73 633.00 20.00 3.0000 RainGage J920B B910C 1.80 50.00 99.00 2.0000 RainGage J910C ************ 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 J364 JUNCTION 5007.00 8.74 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 Existing Stone Creek Model.txt 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 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 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 J908 JUNCTION 5020.70 4.21 0.0 J909 JUNCTION 5026.50 4.87 0.0 J910 JUNCTION 5024.68 6.43 100.0 Existing Stone Creek Model.txt J918 JUNCTION 5033.80 10.00 100.0 J920A JUNCTION 5039.45 7.97 0.0 J920B JUNCTION 5038.13 7.28 0.0 J925 JUNCTION 5035.00 4.68 100.0 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 J919 JUNCTION 5037.56 2.00 0.0 J910B JUNCTION 5024.40 4.95 100.0 J910C JUNCTION 5024.40 10.60 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 5024.98 5.02 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 8.04 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 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 Existing Stone Creek Model.txt 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 362.3 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 P366 J910 CONDUIT 110.5 0.3438 0.0130 L366_SF J909 P363 CONDUIT 270.2 6.8634 0.0130 L366_SF2 J909 J908 CONDUIT 80.0 8.1393 0.0130 L366_SF3 P366 J909 CONDUIT 48.0 1.0417 0.0130 L367_SF P367 P366 CONDUIT 15.0 16.2088 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 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 Existing Stone Creek Model.txt 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 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 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 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 J925 CONDUIT 493.2 0.2027 0.0130 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 Existing Stone Creek Model.txt 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 L908_SF J908 J900 CONDUIT 337.3 2.2744 0.0130 L910_P J910 J910B CONDUIT 44.6 0.6274 0.0130 L918_P J918 P367 CONDUIT 265.1 2.1016 0.0130 L920_P J920B J918 CONDUIT 96.6 4.4860 0.0130 L920_SF J920B J925 CONDUIT 280.0 2.0469 0.0130 L925_SF J925 J910C CONDUIT 605.6 0.9330 0.0130 L930_SF P930 J931 CONDUIT 161.5 5.4933 0.0400 L931_SF J931 P366 CONDUIT 470.4 4.7524 0.0350 L932_P J932 J920A CONDUIT 1044.9 2.2265 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 L919_P J920A J919 CONDUIT 80.0 2.3632 0.0220 L919_SF J920A J920B CONDUIT 185.0 2.4927 0.0130 L919_SF2 J919 P366 CONDUIT 620.0 1.2194 0.0300 L910B_P J910B J908 CONDUIT 133.4 2.7755 0.0130 L926_SF J910C J909 CONDUIT 130.0 2.1928 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 P930-OrficeRow2 P930 J931 ORIFICE L367_Orifice P367 J910 ORIFICE L910_Inlet J910C J910B 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 L385_P P385 J650 OUTLET ********************* Cross Section Summary Existing Stone Creek Model.txt ********************* 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 0.63 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 0.63 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 L366_P CIRCULAR 2.00 3.14 0.50 2.00 1 13.26 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 4835.73 L366_SF3 L366_SF3 1.29 92.28 0.78 117.00 1 912.82 L367_SF L367_SF 1.66 55.63 1.14 51.00 1 1038.36 L373_SF L373_SF 5.68 112.50 2.77 36.00 1 2751.81 L374_P CIRCULAR 2.50 4.91 0.63 2.50 1 63.45 L375_P CIRCULAR 2.50 4.91 0.63 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 Stone Creek Model.txt 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 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 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 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 0.62 13.56 0.28 42.00 1 29.64 Existing Stone Creek Model.txt 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 L908_SF L908_SF 4.21 29.11 0.83 30.00 1 442.49 L910_P CIRCULAR 2.00 3.14 0.50 2.00 1 17.92 L918_P CIRCULAR 1.25 1.23 0.31 1.25 1 9.36 L920_P CIRCULAR 1.25 1.23 0.31 1.25 1 13.68 L920_SF L920_SF 4.68 153.91 3.10 39.00 1 5356.90 L925_SF L920_SF 4.68 153.91 3.10 39.00 1 3616.71 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 1 242.58 L932_P CIRCULAR 1.25 1.23 0.31 1.25 1 9.64 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 L919_P CIRCULAR 1.50 1.77 0.38 1.50 1 9.54 L919_SF L920_SF 4.68 153.91 3.10 39.00 1 5911.55 L919_SF2 TRIANGULAR 2.00 16.00 0.97 16.00 1 85.77 L910B_P CIRCULAR 2.00 3.14 0.50 2.00 1 37.69 L926_SF L926-SF 1.30 61.11 0.87 103.40 1 942.36 **************** Transect Summary **************** Transect L100_SF Area: Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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: 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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: 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 Existing Stone Creek Model.txt 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 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: Existing Stone Creek Model.txt 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: 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 Existing Stone Creek Model.txt 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 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: Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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: Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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: 0.0005 0.0019 0.0044 0.0077 0.0121 0.0174 0.0236 0.0307 0.0387 0.0474 0.0570 0.0675 0.0788 0.0910 0.1040 0.1179 0.1327 0.1482 0.1643 0.1809 0.1982 0.2160 0.2345 0.2535 0.2731 0.2933 0.3142 0.3356 0.3577 0.3804 0.4037 0.4276 0.4522 0.4773 0.5030 0.5298 0.5583 0.5878 0.6177 0.6483 0.6796 0.7117 0.7447 0.7792 0.8148 0.8509 0.8875 0.9245 0.9620 1.0000 Hrad: 0.0222 0.0444 0.0666 0.0889 0.1116 0.1344 0.1571 0.1807 0.2099 0.2347 0.2580 0.2805 0.3024 0.3237 0.3446 0.3652 0.3856 0.4129 0.4395 0.4655 0.4909 0.5158 0.5402 0.5651 0.5897 0.6138 0.6374 0.6604 0.6831 0.7053 0.7272 0.7496 0.7716 0.7933 0.8142 0.8289 0.8429 0.8614 0.8788 0.8821 0.8870 0.8932 0.8866 0.8767 0.8916 0.9131 0.9347 0.9564 0.9782 1.0000 Width: 0.0253 0.0507 0.0760 0.1014 0.1260 0.1503 0.1745 0.1982 0.2178 0.2400 0.2625 0.2850 0.3074 0.3299 0.3524 0.3749 0.3974 0.4129 0.4283 0.4437 0.4592 0.4746 0.4901 0.5048 0.5210 0.5372 0.5534 0.5696 0.5858 0.6020 0.6181 0.6336 0.6491 0.6645 0.6819 0.7237 0.7654 0.7778 0.7881 0.8089 0.8296 0.8504 0.8825 0.9201 0.9382 0.9505 0.9629 0.9753 0.9876 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 0.3684 0.3856 0.4078 0.4578 1.0000 Transect L920_SF Area: 0.0073 0.0226 0.0396 0.0571 0.0751 0.0933 0.1117 0.1302 0.1487 0.1673 0.1861 0.2049 0.2238 0.2427 0.2618 0.2810 0.3002 0.3195 0.3389 0.3584 0.3780 0.3977 0.4175 0.4373 0.4572 0.4773 0.4974 0.5176 0.5380 0.5586 0.5792 0.6000 0.6210 0.6420 0.6633 0.6846 0.7061 0.7277 0.7495 0.7714 0.7935 0.8157 0.8381 0.8607 0.8835 0.9064 0.9296 0.9529 0.9763 1.0000 Hrad: 0.0214 0.0406 0.0690 0.0963 0.1226 0.1483 0.1738 0.1990 0.2239 0.2485 0.2729 0.2969 0.3206 0.3440 0.3671 0.3900 0.4125 0.4348 0.4568 0.4786 0.5001 0.5213 0.5422 0.5630 0.5834 0.6036 0.6234 0.6429 0.6620 0.6808 0.6994 0.7177 0.7357 0.7535 0.7709 0.7882 0.8051 0.8218 0.8383 0.8544 0.8701 0.8856 0.9008 0.9157 0.9304 0.9448 0.9590 0.9729 0.9866 1.0000 Width: 0.4328 0.7082 0.7271 0.7460 0.7648 0.7720 0.7757 0.7793 0.7830 0.7867 0.7903 0.7940 0.7976 0.8013 0.8049 0.8086 0.8122 0.8159 0.8195 0.8232 0.8269 0.8305 0.8342 0.8378 0.8415 0.8451 0.8503 0.8561 0.8618 0.8676 0.8734 0.8791 0.8849 0.8907 0.8964 0.9022 0.9080 0.9137 0.9195 0.9259 Existing Stone Creek Model.txt 0.9333 0.9407 0.9481 0.9555 0.9630 0.9704 0.9778 0.9852 0.9926 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 Existing Stone Creek Model.txt 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 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 L926-SF Area: 0.0002 0.0006 0.0014 0.0025 0.0039 0.0057 0.0077 0.0101 0.0137 0.0185 0.0247 0.0322 0.0405 0.0498 0.0598 0.0707 0.0825 0.0950 0.1085 0.1227 0.1378 0.1538 0.1706 0.1882 0.2069 0.2265 0.2472 0.2688 0.2915 0.3152 0.3399 0.3656 0.3923 0.4200 0.4487 0.4784 0.5091 0.5409 0.5736 0.6074 0.6421 0.6779 0.7147 0.7525 0.7913 Existing Stone Creek Model.txt 0.8311 0.8719 0.9137 0.9564 1.0000 Hrad: 0.0217 0.0435 0.0652 0.0870 0.1087 0.1304 0.1522 0.1728 0.1823 0.1883 0.1961 0.2085 0.2262 0.2457 0.2663 0.2875 0.3090 0.3308 0.3526 0.3746 0.3966 0.4187 0.4408 0.4602 0.4779 0.4963 0.5150 0.5342 0.5537 0.5735 0.5935 0.6137 0.6341 0.6546 0.6752 0.6960 0.7168 0.7377 0.7587 0.7798 0.8009 0.8221 0.8434 0.8647 0.8860 0.9074 0.9288 0.9502 0.9750 1.0000 Width: 0.0072 0.0143 0.0215 0.0287 0.0359 0.0430 0.0502 0.0645 0.0949 0.1254 0.1558 0.1810 0.2001 0.2192 0.2383 0.2574 0.2765 0.2956 0.3147 0.3338 0.3529 0.3720 0.3911 0.4123 0.4352 0.4581 0.4810 0.5039 0.5268 0.5497 0.5726 0.5955 0.6184 0.6413 0.6642 0.6871 0.7100 0.7329 0.7558 0.7787 0.8016 0.8246 0.8475 0.8704 0.8933 0.9162 0.9391 0.9620 0.9811 1.0000 ********************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step not just on results from each reporting time step. ********************************************************* **************** 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 Existing Stone Creek Model.txt Ending Date .............. 03/02/2017 12:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:05:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 1.00 sec Variable Time Step ....... YES Maximum Trials ........... 10 Number of Threads ........ 2 Head Tolerance ........... 0.001500 ft ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 220.800 3.669 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 61.852 1.028 Surface Runoff ........... 158.171 2.628 Final Storage ............ 1.987 0.033 Continuity Error (%) ..... -0.548 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 158.162 51.539 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 156.147 50.883 Flooding Loss ............ 0.394 0.128 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.001 0.000 Final Stored Volume ...... 1.083 0.353 Continuity Error (%) ..... 0.340 ************************* Highest Continuity Errors ************************* Node J444 (1.92%) Node J730 (-1.63%) Node J600 (-1.32%) Node P324 (-1.04%) Existing Stone Creek Model.txt *************************** Time-Step Critical Elements *************************** Link L300_SF (6.67%) Link L460_SF (4.81%) ******************************** Highest Flow Instability Indexes ******************************** Link L385_P (55) Link L386_P (4) Link L375_P (3) Link L910_Inlet (3) Link L456_P (3) ************************* Routing Time Step Summary ************************* Minimum Time Step : 0.39 sec Average Time Step : 0.98 sec Maximum Time Step : 1.00 sec Percent in Steady State : -0.00 Average Iterations per Step : 2.27 Percent Not Converging : 1.15 Time Step Frequencies : 1.000 - 0.871 sec : 95.17 % 0.871 - 0.758 sec : 2.02 % 0.758 - 0.660 sec : 2.25 % 0.660 - 0.574 sec : 0.18 % 0.574 - 0.500 sec : 0.39 % *************************** 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 1.62 1.23 2.85 0.15 13.68 0.776 B110 3.67 0.00 0.00 0.80 1.62 1.23 2.85 0.67 63.70 0.777 Existing Stone Creek Model.txt B300 3.67 0.00 0.00 1.33 0.18 2.19 2.37 0.08 8.48 0.645 B310 3.67 0.00 0.00 0.78 1.62 1.26 2.87 1.58 161.71 0.783 B320 3.67 0.00 0.00 0.88 1.44 1.34 2.78 0.85 79.37 0.757 B330 3.67 0.00 0.00 0.87 1.44 1.35 2.79 3.00 286.45 0.759 B340 3.67 0.00 0.00 0.95 1.26 1.45 2.71 2.30 213.32 0.739 B350 3.67 0.00 0.00 0.79 1.62 1.24 2.86 1.70 166.45 0.779 B360 3.67 0.00 0.00 1.37 0.18 2.14 2.32 0.15 13.18 0.631 B370 3.67 0.00 0.00 1.54 0.18 1.96 2.14 1.76 92.54 0.584 B380 3.67 0.00 0.00 1.33 0.18 2.18 2.36 0.31 34.01 0.644 B390 3.67 0.00 0.00 1.44 0.18 2.07 2.25 0.63 43.91 0.612 B400 3.67 0.00 0.00 1.22 0.72 1.73 2.45 1.50 113.60 0.668 B410 3.67 0.00 0.00 0.80 1.62 1.23 2.85 0.63 60.07 0.777 B420 3.67 0.00 0.00 1.21 0.72 1.74 2.46 0.39 30.04 0.670 B430 3.67 0.00 0.00 0.80 1.62 1.23 2.84 0.48 45.04 0.775 B440 3.67 0.00 0.00 0.80 1.62 1.23 2.84 0.74 69.11 0.775 B445 3.67 0.00 0.00 0.80 1.62 1.23 2.84 0.04 3.74 0.775 B450 3.67 0.00 0.00 0.79 1.62 1.25 2.86 0.25 24.75 0.781 B455 3.67 0.00 0.00 0.79 1.62 1.25 2.86 0.19 18.96 0.781 B460 3.67 0.00 0.00 1.04 1.08 1.55 2.63 0.18 15.78 0.715 B465 3.67 0.00 0.00 1.04 1.08 1.55 2.62 0.16 14.23 0.715 B470 3.67 0.00 0.00 0.13 3.23 0.24 3.47 0.37 39.02 0.946 B480 3.67 0.00 0.00 0.13 3.23 0.24 3.47 0.43 45.00 0.946 B490 3.67 0.00 0.00 0.13 3.23 0.24 3.47 0.20 21.15 0.946 B500 3.67 0.00 0.00 0.13 3.23 0.24 3.47 0.18 19.12 0.946 B510 3.67 0.00 0.00 0.13 3.23 0.24 3.47 0.09 9.17 0.946 B520 3.67 0.00 0.00 0.34 2.71 0.59 3.29 0.75 81.54 0.898 B530 3.67 0.00 0.00 0.34 2.69 0.59 3.28 0.17 19.04 0.895 B540 3.67 0.00 0.00 0.34 2.69 0.59 3.28 0.27 29.78 0.895 B600 3.67 0.00 0.00 1.52 0.36 1.79 2.15 0.73 36.56 0.585 B610 3.67 0.00 0.00 0.55 2.16 0.93 3.09 0.70 76.59 0.841 B620 3.67 0.00 0.00 1.19 0.72 1.76 2.48 0.36 29.29 0.676 B630 3.67 0.00 0.00 0.88 1.44 1.33 2.77 0.65 59.52 0.755 B640 3.67 0.00 0.00 0.13 3.24 0.24 3.47 0.65 67.96 0.946 B650 3.67 0.00 0.00 1.58 0.36 1.73 2.09 0.54 25.19 0.569 B660 3.67 0.00 0.00 0.79 1.62 1.24 2.85 0.14 13.03 0.778 B670 3.67 0.00 0.00 0.81 1.62 1.23 2.84 0.06 5.90 0.775 B680 3.67 0.00 0.00 0.81 1.62 1.22 2.84 0.16 14.39 0.774 B690 3.67 0.00 0.00 0.62 2.16 0.86 3.01 1.64 141.91 0.821 B700 3.67 0.00 0.00 1.63 0.18 1.87 2.05 2.39 105.02 0.558 B710 3.67 0.00 0.00 0.72 1.80 1.12 2.92 0.99 95.72 0.796 B720 3.67 0.00 0.00 1.55 0.36 1.76 2.12 1.53 73.95 0.578 B730 3.67 0.00 0.00 0.78 1.62 1.25 2.87 0.33 32.67 0.781 B740 3.67 0.00 0.00 0.54 2.16 0.94 3.10 0.15 16.58 0.844 B750 3.67 0.00 0.00 0.79 1.62 1.25 2.86 0.42 41.52 0.780 B760 3.67 0.00 0.00 1.12 0.72 1.84 2.56 0.08 9.16 0.699 B770 3.67 0.00 0.00 0.72 1.80 1.13 2.93 0.38 37.03 0.798 B780 3.67 0.00 0.00 0.86 1.44 1.36 2.80 0.23 22.58 0.763 Existing Stone Creek Model.txt B790 3.67 0.00 0.00 1.24 0.72 1.71 2.43 0.97 70.10 0.663 B800 3.67 0.00 0.00 1.24 0.72 1.71 2.43 1.69 121.07 0.661 B805 3.67 0.00 0.00 1.24 0.72 1.71 2.43 2.53 180.86 0.661 B810 3.67 0.00 0.00 0.64 1.98 1.03 3.00 1.87 190.25 0.818 B820 3.67 0.00 0.00 1.56 0.18 1.93 2.11 1.52 75.38 0.576 B830 3.67 0.00 0.00 0.84 1.62 1.19 2.81 0.57 48.41 0.765 B840 3.67 0.00 0.00 0.81 1.62 1.22 2.84 0.85 78.81 0.774 B850 3.67 0.00 0.00 1.43 0.36 1.89 2.25 1.03 62.87 0.613 B870 3.67 0.00 0.00 1.00 1.08 1.58 2.66 0.19 18.87 0.725 B874 3.67 0.00 0.00 0.70 1.80 1.15 2.94 0.43 44.94 0.802 B876 3.67 0.00 0.00 0.58 2.16 0.90 3.05 1.41 136.36 0.832 B880 3.67 0.00 0.00 0.66 1.98 1.00 2.98 1.27 119.53 0.812 B900 3.67 0.00 0.00 0.57 2.16 0.91 3.07 0.35 35.38 0.836 B910 3.67 0.00 0.00 1.24 0.72 1.71 2.43 1.06 75.70 0.661 B930 3.67 0.00 0.00 0.91 1.44 1.30 2.73 0.52 44.00 0.745 B940 3.67 0.00 0.00 0.84 1.62 1.19 2.80 1.18 100.14 0.764 B950 3.67 0.00 0.00 0.77 1.62 1.26 2.88 0.20 21.10 0.786 B970 3.67 0.00 0.00 0.78 1.62 1.25 2.87 0.67 67.49 0.781 B910A 3.67 0.00 0.00 0.38 2.66 0.58 3.24 0.27 24.97 0.883 B920A 3.67 0.00 0.00 1.15 0.72 1.80 2.52 0.33 30.52 0.687 B920B 3.67 0.00 0.00 1.13 0.72 1.83 2.55 0.12 12.30 0.694 B910C 3.67 0.00 0.00 0.01 3.55 0.02 3.57 0.17 12.45 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 0.21 1.18 4959.39 0 00:59 1.18 J300 JUNCTION 1.20 3.70 4888.22 0 01:11 3.70 J310 JUNCTION 1.41 4.35 4896.50 0 01:10 4.35 J316 JUNCTION 0.88 3.63 4896.60 0 01:10 3.63 J320 JUNCTION 2.39 6.49 4902.35 0 01:08 6.49 J330 JUNCTION 1.09 3.55 4907.10 0 01:06 3.55 J340 JUNCTION 0.17 1.22 4910.95 0 00:42 1.22 J346 JUNCTION 0.13 1.21 4920.48 0 00:40 1.20 J350 JUNCTION 0.07 0.66 4921.68 0 00:40 0.65 J360 JUNCTION 0.49 1.59 4924.93 0 00:56 1.59 J361 JUNCTION 0.26 0.82 4982.09 0 01:22 0.82 J362 JUNCTION 1.76 9.29 5006.16 0 01:22 9.29 J364 JUNCTION 0.05 0.68 5007.68 0 01:10 0.68 J373 JUNCTION 0.28 0.81 4995.00 0 01:35 0.81 Existing Stone Creek Model.txt J374 JUNCTION 2.05 8.10 5004.41 0 01:35 8.10 J380 JUNCTION 0.55 1.56 4932.45 0 00:46 1.56 J386 JUNCTION 0.43 1.63 4975.63 0 00:59 1.63 J390 JUNCTION 0.26 0.92 4933.23 0 00:46 0.92 J400 JUNCTION 0.23 0.76 4936.79 0 00:50 0.76 J410 JUNCTION 0.36 5.20 4947.45 0 00:40 5.19 J414 JUNCTION 0.33 1.50 4940.19 0 01:02 1.50 J444 JUNCTION 0.15 1.08 4962.22 0 00:46 1.08 J448 JUNCTION 0.04 0.51 4967.73 0 00:40 0.51 J450 JUNCTION 0.24 3.21 4970.54 0 00:40 3.21 J451 JUNCTION 0.21 1.63 4968.43 0 00:44 1.63 J452 JUNCTION 0.14 1.72 4969.92 0 00:45 1.72 J452-TypeR JUNCTION 0.03 0.33 4976.80 0 00:40 0.33 J456 JUNCTION 0.55 6.05 4975.65 0 00:45 6.05 J456-TypeR JUNCTION 0.19 4.07 4976.96 0 00:40 4.07 J457 JUNCTION 0.22 1.71 4979.21 0 00:45 1.71 J458 JUNCTION 0.17 1.53 4979.44 0 00:44 1.52 J462 JUNCTION 0.27 2.53 4980.57 0 00:43 2.53 J464 JUNCTION 0.23 2.78 4981.28 0 00:40 2.75 J470 JUNCTION 0.10 1.60 5000.11 0 00:40 1.59 J482 JUNCTION 1.10 9.28 5008.03 0 00:41 9.28 J500 JUNCTION 0.11 1.86 4992.06 0 00:41 1.86 J508 JUNCTION 0.05 0.47 4984.71 0 00:44 0.46 J510 JUNCTION 0.04 0.52 4992.08 0 00:41 0.52 J516 JUNCTION 0.02 0.38 5003.80 0 00:41 0.38 J520 JUNCTION 1.44 6.85 5005.62 0 00:40 6.85 J525 JUNCTION 1.15 6.44 5009.60 0 00:40 6.44 J540 JUNCTION 0.04 0.45 5019.88 0 00:40 0.45 J600 JUNCTION 0.25 1.00 4936.31 0 00:42 1.00 J620 JUNCTION 0.03 0.22 4961.57 0 00:43 0.22 J626 JUNCTION 0.56 2.24 4941.19 0 00:41 2.24 J630 JUNCTION 0.08 0.86 4946.77 0 00:40 0.86 J640 JUNCTION 0.46 1.78 4945.10 0 00:59 1.78 J650 JUNCTION 0.44 1.58 4958.44 0 00:59 1.58 J651 JUNCTION 0.08 0.55 4976.78 0 00:59 0.55 J652 JUNCTION 0.31 0.87 4970.87 0 00:52 0.87 J676 JUNCTION 1.16 4.55 4977.55 0 00:52 4.55 J710 JUNCTION 0.26 1.08 4984.36 0 00:52 1.08 J730 JUNCTION 0.08 0.49 4990.49 0 00:44 0.49 J736 JUNCTION 0.29 2.26 4992.53 0 00:42 2.25 J740 JUNCTION 0.47 4.71 4996.17 0 00:42 4.71 J760 JUNCTION 0.02 0.20 5022.68 0 00:41 0.20 J770 JUNCTION 0.36 9.50 5021.18 0 00:42 9.50 J782 JUNCTION 0.18 4.13 5022.83 0 00:40 3.98 J804 JUNCTION 0.25 1.33 4943.04 0 00:45 1.33 J805 JUNCTION 0.09 0.85 4949.12 0 00:42 0.85 J810 JUNCTION 0.54 1.51 4965.12 0 00:41 1.51 Existing Stone Creek Model.txt J828 JUNCTION 0.09 0.56 5062.22 0 00:44 0.56 J830 JUNCTION 0.09 0.93 5063.55 0 00:40 0.93 J840 JUNCTION 0.23 1.92 5064.83 0 00:42 1.92 J870 JUNCTION 0.12 0.51 5043.01 0 00:45 0.51 J872 JUNCTION 0.07 0.24 5045.91 0 00:53 0.24 J873 JUNCTION 0.92 3.66 5049.66 0 00:53 3.66 J875 JUNCTION 0.11 0.53 5050.89 0 00:44 0.53 J880 JUNCTION 0.37 1.18 4972.70 0 00:42 1.18 J884 JUNCTION 0.43 0.99 4969.92 0 00:44 0.98 J886 JUNCTION 0.30 0.77 4988.08 0 00:42 0.77 J900 JUNCTION 0.31 0.82 5013.85 0 00:40 0.81 J908 JUNCTION 0.54 0.86 5021.56 0 01:01 0.86 J909 JUNCTION 0.08 0.57 5027.07 0 00:49 0.57 J910 JUNCTION 1.20 2.15 5026.83 0 00:49 2.15 J918 JUNCTION 0.30 7.62 5041.42 0 00:36 4.09 J920A JUNCTION 1.44 3.53 5042.98 0 00:40 3.52 J920B JUNCTION 0.19 2.83 5040.96 0 00:42 2.83 J925 JUNCTION 0.03 0.38 5035.38 0 00:45 0.38 J931 JUNCTION 0.11 0.26 5049.59 0 02:14 0.26 J932 JUNCTION 2.92 6.17 5068.88 0 02:10 6.17 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 J919 JUNCTION 0.59 0.98 5038.54 0 00:44 0.98 J910B JUNCTION 0.71 1.41 5025.81 0 00:48 1.41 J910C JUNCTION 1.19 5.44 5029.84 0 00:45 5.44 O099 OUTFALL 0.21 1.18 4949.06 0 00:59 1.18 O299 OUTFALL 1.20 3.70 4887.70 0 01:11 3.70 P324 STORAGE 0.99 5.68 4944.87 0 01:00 5.68 P343 STORAGE 0.81 5.98 4989.58 0 00:44 5.98 P363 STORAGE 1.86 9.10 5007.70 0 01:10 9.10 P366 STORAGE 1.33 2.50 5027.48 0 00:49 2.50 P367 STORAGE 3.15 3.67 5029.64 0 00:49 3.67 P375 STORAGE 2.04 8.76 5005.38 0 01:35 8.76 P382 STORAGE 1.10 3.76 4978.52 0 00:51 3.76 P383 STORAGE 0.92 4.17 4977.77 0 00:52 4.17 P384 STORAGE 0.17 1.95 4976.14 0 00:50 1.95 P385 STORAGE 0.03 1.02 4959.67 0 00:42 1.01 P386 STORAGE 0.94 2.87 4978.16 0 00:58 2.87 P400 STORAGE 2.50 3.06 4951.88 0 00:40 3.06 P874 STORAGE 0.93 3.51 5049.68 0 00:53 3.51 P876 STORAGE 0.72 2.78 5054.08 0 00:44 2.78 P930 STORAGE 0.80 2.47 5057.58 0 01:34 2.47 P940 STORAGE 3.23 8.26 5075.26 0 02:08 8.26 P950 STORAGE 1.16 4.47 5085.66 0 02:00 4.47 P970 STORAGE 0.90 4.33 5093.02 0 01:12 4.33 P790 STORAGE 0.91 8.04 5037.00 0 00:37 8.04 Existing Stone Creek Model.txt ******************* 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 77.38 203.54 0 00:58 0.815 5.83 -0.070 J300 JUNCTION 8.48 989.35 0 01:10 0.0771 45.1 0.009 J310 JUNCTION 0.00 990.38 0 01:09 0 45 0.111 J316 JUNCTION 161.71 1009.76 0 01:08 1.58 45 0.001 J320 JUNCTION 79.37 979.17 0 01:06 0.853 43.5 0.060 J330 JUNCTION 286.45 1171.59 0 00:54 3 42.7 0.297 J340 JUNCTION 0.00 372.65 0 00:40 0 4.01 0.139 J346 JUNCTION 213.32 375.61 0 00:40 2.3 4.01 -0.137 J350 JUNCTION 166.45 166.45 0 00:40 1.7 1.7 -0.019 J360 JUNCTION 139.73 1229.95 0 00:49 2.22 36 0.863 J361 JUNCTION 0.00 63.31 0 01:22 0 4.47 -0.043 J362 JUNCTION 0.00 71.67 0 01:10 0 4.47 0.022 J364 JUNCTION 0.00 52.55 0 01:10 0 0.561 -0.297 J373 JUNCTION 0.00 52.11 0 01:35 0 3.99 -0.001 J374 JUNCTION 0.00 52.11 0 01:35 0 3.99 -0.059 J380 JUNCTION 0.00 824.75 0 00:45 0 26.1 -0.163 J386 JUNCTION 0.00 86.98 0 00:58 0 2.51 0.051 J390 JUNCTION 157.52 378.49 0 00:42 2.13 12.5 -0.206 J400 JUNCTION 0.00 130.24 0 00:50 0 5.09 0.088 J410 JUNCTION 60.07 60.07 0 00:40 0.633 0.633 -0.007 J414 JUNCTION 0.00 110.89 0 01:00 0 4.46 0.037 J444 JUNCTION 0.00 124.92 0 00:45 0 2.24 1.961 J448 JUNCTION 0.00 23.89 0 00:40 0 0.253 0.093 J450 JUNCTION 24.75 24.75 0 00:40 0.249 0.249 -0.005 J451 JUNCTION 0.00 105.96 0 00:45 0 1.99 -0.013 J452 JUNCTION 0.00 105.95 0 00:45 0 1.99 0.002 J452-TypeR JUNCTION 3.74 3.74 0 00:40 0.0399 0.0399 -0.013 J456 JUNCTION 15.78 108.17 0 00:44 0.182 1.96 -0.004 J456-TypeR JUNCTION 14.23 14.23 0 00:40 0.164 0.164 -0.000 J457 JUNCTION 0.00 91.52 0 00:44 0 1.61 0.015 J458 JUNCTION 0.00 91.63 0 00:44 0 1.61 -0.012 J462 JUNCTION 0.00 87.75 0 00:43 0 1.6 -0.013 J464 JUNCTION 0.00 40.25 0 00:40 0 0.513 -0.011 J470 JUNCTION 39.02 39.02 0 00:40 0.37 0.37 -0.000 J482 JUNCTION 0.00 44.40 0 00:40 0 0.298 0.734 J500 JUNCTION 19.12 53.92 0 00:40 0.181 0.381 0.000 Existing Stone Creek Model.txt J508 JUNCTION 18.96 84.31 0 00:41 0.191 0.604 0.246 J510 JUNCTION 9.17 68.95 0 00:41 0.0867 0.413 -0.221 J516 JUNCTION 0.00 102.63 0 00:40 0 0.527 0.092 J520 JUNCTION 81.54 118.43 0 00:40 0.754 0.961 0.668 J525 JUNCTION 19.04 47.03 0 00:40 0.174 0.444 0.730 J540 JUNCTION 29.78 29.78 0 00:40 0.272 0.272 0.786 J600 JUNCTION 113.15 288.52 0 00:41 1.43 7.56 -1.299 J620 JUNCTION 29.29 29.29 0 00:40 0.356 0.356 0.015 J626 JUNCTION 0.00 168.85 0 00:41 0 5.77 0.014 J630 JUNCTION 59.52 59.52 0 00:40 0.651 0.651 0.001 J640 JUNCTION 67.96 129.34 0 00:58 0.652 5.12 -0.025 J650 JUNCTION 25.19 120.36 0 00:57 0.543 4.47 0.025 J651 JUNCTION 0.00 186.32 0 00:58 0 5.02 0.093 J652 JUNCTION 0.00 14.12 0 00:51 0 1.27 -0.003 J676 JUNCTION 0.00 11.73 0 00:52 0 1.21 -0.008 J710 JUNCTION 169.67 269.09 0 00:41 2.52 4.6 0.876 J730 JUNCTION 32.67 138.00 0 00:40 0.326 2.05 -1.603 J736 JUNCTION 0.00 111.32 0 00:42 0 1.72 -0.008 J740 JUNCTION 58.10 104.86 0 00:41 0.566 1.63 -0.050 J760 JUNCTION 9.16 9.16 0 00:40 0.0835 0.0835 0.037 J770 JUNCTION 59.61 68.05 0 00:41 0.603 1.07 0.212 J782 JUNCTION 0.00 13.35 0 00:40 0 0.468 -0.074 J804 JUNCTION 121.07 536.68 0 00:41 1.69 13.7 0.218 J805 JUNCTION 0.00 179.96 0 00:40 0 2.51 -0.596 J810 JUNCTION 190.25 278.71 0 00:40 1.87 9.43 -0.152 J828 JUNCTION 0.00 101.96 0 00:41 0 1.42 0.183 J830 JUNCTION 48.41 48.41 0 00:40 0.566 0.566 -0.029 J840 JUNCTION 78.81 78.81 0 00:40 0.853 0.853 -0.177 J870 JUNCTION 18.87 100.26 0 00:44 0.194 2.03 0.051 J872 JUNCTION 0.00 11.03 0 00:53 0 0.429 0.015 J873 JUNCTION 0.00 6.29 0 00:42 0 0.402 -0.001 J875 JUNCTION 0.00 82.82 0 00:44 0 1.41 0.003 J880 JUNCTION 119.53 155.67 0 00:40 1.27 5.26 0.026 J884 JUNCTION 0.00 106.11 0 00:42 0 7.57 0.109 J886 JUNCTION 0.00 52.31 0 00:40 0 3.1 0.013 J900 JUNCTION 35.38 53.36 0 00:40 0.348 3.1 0.010 J908 JUNCTION 0.00 19.45 0 00:49 0 2.75 0.020 J909 JUNCTION 0.00 113.47 0 00:48 0 2.02 0.025 J910 JUNCTION 0.00 14.83 0 00:49 0 2.57 0.002 J918 JUNCTION 0.00 10.76 0 00:36 0 0.24 0.536 J920A JUNCTION 30.52 39.45 0 00:40 0.329 2.18 0.030 J920B JUNCTION 12.30 38.97 0 00:40 0.12 0.322 -0.085 J925 JUNCTION 0.00 49.77 0 00:42 0 0.462 0.163 J931 JUNCTION 0.00 8.58 0 02:09 0 0.731 -0.306 J932 JUNCTION 0.00 15.77 0 00:54 0 2.06 -0.012 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 Existing Stone Creek Model.txt J919 JUNCTION 0.00 12.25 0 00:40 0 1.98 0.001 J910B JUNCTION 0.00 19.45 0 00:49 0 2.75 0.001 J910C JUNCTION 12.45 54.33 0 00:45 0.175 0.636 0.069 O099 OUTFALL 0.00 202.84 0 00:59 0 5.83 0.000 O299 OUTFALL 0.00 989.32 0 01:11 0 45 0.000 P324 STORAGE 144.20 286.05 0 00:43 1.61 4.41 -1.025 P343 STORAGE 66.15 118.91 0 00:40 0.627 1.1 -0.043 P363 STORAGE 75.38 271.99 0 00:45 1.52 4.96 0.002 P366 STORAGE 75.70 90.57 0 00:40 1.06 4.09 0.049 P367 STORAGE 24.97 35.19 0 00:40 0.269 0.508 -0.101 P375 STORAGE 62.87 151.83 0 00:45 1.03 3.56 0.000 P382 STORAGE 141.91 141.91 0 00:40 1.64 1.64 0.011 P383 STORAGE 14.39 14.39 0 00:40 0.156 0.156 -0.000 P384 STORAGE 5.90 5.90 0 00:40 0.0633 0.0633 0.010 P385 STORAGE 13.03 13.03 0 00:40 0.136 0.136 -5.678 P386 STORAGE 105.02 314.89 0 00:51 2.39 7.53 0.000 P400 STORAGE 180.86 180.86 0 00:40 2.53 2.53 -0.027 P874 STORAGE 44.94 44.94 0 00:40 0.43 0.43 0.005 P876 STORAGE 136.36 136.36 0 00:40 1.41 1.41 0.008 P930 STORAGE 44.00 44.00 0 00:40 0.524 0.524 0.009 P940 STORAGE 100.14 109.86 0 00:40 1.18 2.05 -0.172 P950 STORAGE 21.10 29.08 0 00:40 0.2 0.874 -0.149 P970 STORAGE 67.49 67.49 0 00:40 0.674 0.674 0.020 P790 STORAGE 70.10 70.10 0 00:40 0.97 0.97 -0.636 ********************** 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 2.81 4.978 1.902 J676 JUNCTION 4.11 3.046 0.454 J910 JUNCTION 1.20 0.151 4.279 J918 JUNCTION 0.69 6.365 2.385 ********************* Node Flooding Summary ********************* Flooding refers to all water that overflows a node whether it ponds or not. Existing Stone Creek Model.txt -------------------------------------------------------------------------- Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------- P790 0.25 40.74 0 00:38 0.128 0.000 ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------- P324 24.254 6 0 0 207.638 52 0 01:00 110.89 P343 4.248 8 0 0 47.190 85 0 00:44 68.81 P363 34.354 5 0 0 239.153 36 0 01:10 112.55 P366 14.292 11 0 0 34.104 26 0 00:49 83.84 P367 20.333 67 0 0 25.730 85 0 00:49 20.38 P375 29.182 11 0 0 193.991 76 0 01:35 48.95 P382 21.717 8 0 0 97.174 38 0 00:51 52.57 P383 0.682 5 0 0 6.031 44 0 00:52 4.90 P384 0.120 0 0 0 2.105 8 0 00:50 2.40 P385 0.019 0 0 0 1.048 6 0 00:42 10.08 P386 19.221 2 0 0 144.661 19 0 00:58 273.30 P400 2.495 62 0 0 3.064 77 0 00:40 179.96 P874 7.336 19 0 0 31.707 83 0 00:53 11.04 P876 12.167 17 0 0 63.870 88 0 00:44 82.82 P930 10.220 13 0 0 42.836 54 0 01:34 4.99 P940 39.649 23 0 0 119.146 70 0 02:08 15.77 P950 3.814 12 0 0 16.880 52 0 02:00 10.69 P970 8.658 11 0 0 48.170 59 0 01:12 8.50 P790 0.026 6 0 0 0.414 100 0 00:37 38.34 *********************** Outfall Loading Summary *********************** ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal Existing Stone Creek Model.txt ----------------------------------------------------------- O099 98.53 20.15 202.84 5.829 O299 97.96 149.24 989.32 45.050 ----------------------------------------------------------- System 98.25 169.38 1162.90 50.879 ******************** 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 105.96 0 00:45 9.04 0.26 0.56 L100_SF CHANNEL 202.84 0 00:59 6.62 0.01 0.15 L300_SF CHANNEL 989.32 0 01:11 12.72 0.23 0.52 L310_SF CHANNEL 988.37 0 01:10 11.21 0.32 0.57 L316_SF CHANNEL 990.38 0 01:09 11.45 0.34 0.93 L320_SF CHANNEL 989.23 0 01:08 14.86 0.20 0.50 L324_P1 CONDUIT 49.69 0 01:00 11.82 1.51 0.80 L324_P2 CONDUIT 61.20 0 01:00 8.99 1.15 0.92 L324_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.50 L326_SF CHANNEL 965.79 0 01:06 4.08 0.23 0.75 L340_SF CHANNEL 333.61 0 00:42 3.89 0.18 0.50 L346_SF CHANNEL 372.65 0 00:40 8.79 0.43 0.75 L350_SF CHANNEL 163.83 0 00:40 8.03 0.12 0.46 L360_SF CHANNEL 955.84 0 00:56 42.29 0.02 0.22 L361_SF CHANNEL 63.31 0 01:22 >50.00 0.01 0.13 L362_P CONDUIT 63.31 0 01:22 18.94 0.79 0.66 L363_P CONDUIT 60.00 0 00:37 7.77 0.33 1.00 L363_SF CHANNEL 40.58 0 01:11 3.35 0.00 0.08 L363_SF2 CHANNEL 11.67 0 01:10 23.04 0.00 0.36 L363_SF3 CHANNEL 52.55 0 01:10 2.93 0.03 0.28 L366_P CONDUIT 14.68 0 00:49 4.67 1.11 1.00 L366_SF CHANNEL 113.34 0 00:49 14.01 0.01 0.12 L366_SF2 CHANNEL 0.00 0 00:00 0.00 0.00 0.19 L366_SF3 CHANNEL 69.16 0 00:49 4.13 0.08 0.41 L367_SF CHANNEL 20.22 0 00:49 3.30 0.02 0.22 L373_SF CHANNEL 52.11 0 01:35 7.59 0.02 0.17 L374_P CONDUIT 52.11 0 01:35 15.11 0.82 0.66 L375_P CONDUIT 48.95 0 02:10 9.97 2.42 1.00 L375_SF CHANNEL 0.06 0 00:40 0.44 0.00 0.07 L380_SF CHANNEL 908.55 0 00:50 >50.00 0.01 0.09 L382_P CONDUIT 9.90 0 02:32 5.60 1.01 1.00 Existing Stone Creek Model.txt L383_P CONDUIT 4.90 0 00:53 2.89 0.43 1.00 L386_P CONDUIT 23.90 0 00:54 13.53 1.42 1.00 L386_SF CHANNEL 63.36 0 00:58 3.61 0.85 0.98 L386_SF2 CHANNEL 186.32 0 00:58 7.43 0.40 0.42 L390_SF CHANNEL 357.36 0 00:46 >50.00 0.02 0.23 L400_SF CHANNEL 128.54 0 00:50 >50.00 0.00 0.14 L401_SF CHANNEL 179.96 0 00:40 4.12 0.18 0.59 L410_P CONDUIT 29.00 0 00:49 12.64 0.84 0.69 L410_SF CONDUIT 30.28 0 00:40 5.21 0.03 0.20 L414_SF CHANNEL 110.76 0 01:02 4.43 0.02 0.25 L444_SF CHANNEL 122.21 0 00:46 5.17 0.01 0.15 L448_SF CONDUIT 23.86 0 00:40 6.31 0.06 0.25 L450_P CONDUIT 16.48 0 00:40 7.93 1.71 0.63 L450_SF CHANNEL 7.43 0 00:40 1.25 0.02 0.18 L451_SF CHANNEL 106.00 0 00:45 8.84 0.04 0.27 L453_P CONDUIT 3.73 0 00:40 8.16 0.23 0.66 L456_P CONDUIT 103.81 0 00:45 13.49 0.58 0.75 L456_SF CHANNEL 3.24 0 00:45 2.82 0.00 0.10 L456-TypeR-SF CONDUIT 9.20 0 00:40 1.63 0.01 0.54 L457_P CONDUIT 5.00 0 00:33 8.21 0.34 1.00 L457_SF CONDUIT 88.12 0 00:45 3.57 0.12 0.35 L458_SF CONDUIT 91.52 0 00:44 3.19 0.11 0.40 L460_SF CONDUIT 87.74 0 00:43 15.38 0.87 0.58 L464_SF CONDUIT 40.19 0 00:40 7.09 0.62 0.85 L470_P CONDUIT 38.25 0 00:40 15.68 0.76 0.73 L482_P CONDUIT 2.00 0 00:31 1.16 0.05 1.00 L482_SF CHANNEL 40.71 0 00:41 3.30 0.01 0.19 L500_SF CONDUIT 53.89 0 00:41 4.52 0.15 0.42 L508_SF CHANNEL 69.11 0 00:44 5.47 0.01 0.16 L510_SF CHANNEL 68.67 0 00:42 6.86 0.26 0.65 L516_SF CHANNEL 37.49 0 00:41 4.98 0.02 0.20 L516_SF2 CHANNEL 61.18 0 00:41 4.46 0.02 0.28 L520_P CONDUIT 15.30 0 00:35 8.69 2.34 1.00 L520_SF CHANNEL 102.63 0 00:40 4.44 0.20 0.51 L525_P CONDUIT 2.00 0 00:15 7.26 0.04 0.57 L525_SF CHANNEL 44.40 0 00:40 4.84 0.01 0.15 L540_SF CHANNEL 28.46 0 00:40 4.61 0.00 0.13 L600_SF CHANNEL 304.61 0 00:43 49.28 0.02 0.23 L620_SF CHANNEL 23.45 0 00:43 >50.00 0.00 0.04 L626_SF CHANNEL 166.91 0 00:41 7.97 0.03 0.18 L630_SF CHANNEL 56.81 0 00:40 3.82 0.01 0.15 L640_SF CHANNEL 128.82 0 00:59 5.06 0.05 0.30 L648_SF CHANNEL 119.94 0 00:59 5.45 0.04 0.30 L651_SF CHANNEL 186.20 0 00:59 4.78 0.08 0.39 L670_P CONDUIT 14.12 0 00:52 9.65 0.39 0.61 L670_SF CHANNEL 86.92 0 00:59 7.05 0.16 0.52 L676_P CONDUIT 11.73 0 00:52 7.82 1.33 0.79 Existing Stone Creek Model.txt L710_SF CHANNEL 175.05 0 00:52 1.94 0.02 0.18 L730_SF CHANNEL 126.31 0 00:44 1.11 0.04 0.32 L736_SF CHANNEL 111.28 0 00:42 10.53 0.57 0.45 L740_P CONDUIT 32.65 0 00:32 10.37 1.16 1.00 L740_SF CHANNEL 72.55 0 00:42 4.28 0.09 0.35 L760_SF CHANNEL 7.87 0 00:41 5.31 0.01 0.19 L770_P CONDUIT 46.25 0 00:42 14.72 1.07 1.00 L770_SF CHANNEL 11.05 0 00:42 1.42 0.00 0.17 L780_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.08 L782_P CONDUIT 14.05 0 00:41 9.39 0.40 1.00 L790_P CONDUIT 10.00 0 00:29 11.63 0.15 1.00 L790_SF CHANNEL 28.34 0 00:45 3.80 0.96 0.81 L804_SF CONDUIT 467.89 0 00:45 5.07 0.22 0.48 L805_SF CHANNEL 163.98 0 00:42 2.05 0.01 0.14 L810_SF CHANNEL 263.65 0 00:42 5.19 0.05 0.32 L828_SF CHANNEL 92.03 0 00:44 4.10 0.03 0.27 L830_SF CHANNEL 48.44 0 00:40 10.78 0.13 0.33 L840_SF CHANNEL 60.91 0 00:43 2.16 0.05 0.25 L870_SF CHANNEL 97.20 0 00:46 9.46 0.03 0.22 L873_P CONDUIT 6.05 0 00:53 7.97 1.12 0.59 L873_SF CHANNEL 11.03 0 00:53 3.62 0.00 0.12 L875_SF CHANNEL 82.93 0 00:44 6.57 0.03 0.19 L876_P CONDUIT 11.47 0 00:44 9.02 0.77 0.68 L880_SF CHANNEL 137.03 0 00:42 4.94 0.06 0.39 L884_SF CHANNEL 103.80 0 00:44 2.56 0.13 0.57 L886_SF CHANNEL 48.95 0 00:42 3.29 0.02 0.22 L900_SF CHANNEL 52.31 0 00:40 6.57 0.00 0.09 L908_SF CHANNEL 19.37 0 00:51 11.79 0.04 0.19 L910_P CONDUIT 14.83 0 00:49 5.54 0.83 0.85 L918_P CONDUIT 10.47 0 00:44 8.56 1.12 1.00 L920_P CONDUIT 10.76 0 00:36 9.62 0.79 1.00 L920_SF CHANNEL 22.98 0 00:42 4.17 0.00 0.06 L925_SF CHANNEL 44.86 0 00:45 4.24 0.01 0.09 L930_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.07 L931_SF CHANNEL 8.49 0 02:14 2.03 0.04 0.49 L932_P CONDUIT 10.13 0 02:34 8.26 1.05 1.00 L932_SF CHANNEL 3.69 0 02:10 3.34 0.00 0.08 L940_P CONDUIT 15.77 0 00:54 12.85 1.28 1.00 L940_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.50 L950_P CONDUIT 10.69 0 00:33 8.84 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 0.04 L969_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L970_P CONDUIT 8.50 0 00:33 7.23 0.99 1.00 L970_SF CHANNEL 0.00 0 00:00 0.00 0.00 0.00 L919_P CONDUIT 12.25 0 00:40 7.84 1.28 0.83 L919_SF CHANNEL 26.82 0 00:40 1.00 0.00 0.33 Existing Stone Creek Model.txt L919_SF2 CONDUIT 12.21 0 00:44 3.45 0.14 0.47 L910B_P CONDUIT 19.45 0 00:49 10.68 0.52 0.57 L926_SF CHANNEL 49.68 0 00:45 7.11 0.05 0.40 L384_P ORIFICE 2.40 0 00:50 1.00 L874_P ORIFICE 2.63 0 02:43 1.00 L874_P2 ORIFICE 5.62 0 00:53 0.33 P343-Orfice ORIFICE 14.82 0 00:44 1.00 P930-OrficeRow1 ORIFICE 2.80 0 01:34 1.00 P930-OrficeRow2 ORIFICE 2.19 0 01:34 1.00 L367_Orifice ORIFICE 0.16 0 07:23 1.00 L910_Inlet ORIFICE 4.63 0 00:45 L382_SF WEIR 45.67 0 00:51 0.26 L383_SF1 WEIR 0.00 0 00:00 0.00 L383_SF2 WEIR 0.05 0 00:51 0.02 L384_SF WEIR 0.00 0 00:00 0.00 L874_P3 WEIR 4.98 0 00:53 0.11 L876_SF WEIR 71.35 0 00:44 0.39 P343-TypeDInlet WEIR 47.27 0 00:44 0.63 P343-Weir WEIR 6.72 0 00:44 0.10 L385_P DUMMY 10.08 0 00:42 *************************** 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 0.01 0.00 0.00 0.80 0.19 0.00 0.00 0.79 0.00 L100_SF 1.00 0.01 0.00 0.00 0.44 0.55 0.00 0.00 0.18 0.00 L300_SF 1.42 0.01 0.00 0.00 0.13 0.86 0.00 0.00 0.66 0.00 L310_SF 1.00 0.01 0.01 0.00 0.65 0.34 0.00 0.00 0.01 0.00 L316_SF 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.59 0.00 L320_SF 1.00 0.01 0.00 0.00 0.03 0.97 0.00 0.00 0.00 0.00 L324_P1 1.00 0.01 0.00 0.00 0.31 0.68 0.00 0.00 0.00 0.49 L324_P2 1.00 0.74 0.00 0.00 0.00 0.00 0.00 0.26 0.00 0.16 L324_SF 1.00 0.01 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L326_SF 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.99 0.00 L340_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L346_SF 1.00 0.01 0.00 0.00 0.81 0.18 0.00 0.00 0.94 0.00 L350_SF 1.00 0.01 0.00 0.00 0.91 0.09 0.00 0.00 0.90 0.00 L360_SF 1.00 0.01 0.01 0.00 0.99 0.00 0.00 0.00 0.98 0.00 L361_SF 1.00 0.01 0.00 0.00 0.73 0.25 0.00 0.00 0.96 0.00 L362_P 1.00 0.01 0.00 0.00 0.50 0.49 0.00 0.00 0.59 0.00 Existing Stone Creek Model.txt L363_P 1.00 0.01 0.00 0.00 0.64 0.35 0.00 0.00 0.51 0.00 L363_SF 1.00 0.09 0.00 0.00 0.00 0.00 0.00 0.91 0.00 0.00 L363_SF2 1.00 0.92 0.04 0.00 0.04 0.00 0.00 0.01 0.91 0.00 L363_SF3 1.00 0.09 0.82 0.00 0.08 0.00 0.01 0.00 0.00 0.00 L366_P 1.00 0.01 0.01 0.00 0.99 0.00 0.00 0.00 0.30 0.00 L366_SF 1.00 0.20 0.00 0.00 0.00 0.00 0.00 0.80 0.00 0.00 L366_SF2 1.00 0.01 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L366_SF3 1.00 0.20 0.41 0.00 0.01 0.39 0.00 0.00 0.60 0.00 L367_SF 1.64 0.60 0.17 0.00 0.17 0.05 0.00 0.00 0.94 0.00 L373_SF 1.00 0.01 0.01 0.00 0.34 0.64 0.00 0.00 0.98 0.00 L374_P 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.00 L375_P 1.00 0.01 0.00 0.00 0.41 0.00 0.00 0.59 0.00 0.00 L375_SF 1.00 0.92 0.07 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L380_SF 1.00 0.01 0.00 0.00 0.90 0.08 0.00 0.00 0.41 0.00 L382_P 1.00 0.01 0.00 0.00 0.93 0.06 0.00 0.00 0.59 0.00 L383_P 1.00 0.01 0.00 0.00 0.98 0.01 0.00 0.00 0.61 0.00 L386_P 1.00 0.01 0.00 0.00 0.69 0.31 0.00 0.00 0.00 0.95 L386_SF 1.00 0.01 0.79 0.00 0.20 0.00 0.00 0.00 0.92 0.00 L386_SF2 1.00 0.05 0.66 0.00 0.05 0.24 0.00 0.00 0.68 0.00 L390_SF 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.96 0.00 L400_SF 1.00 0.01 0.00 0.00 0.65 0.34 0.00 0.00 0.61 0.00 L401_SF 1.00 0.02 0.00 0.00 0.96 0.02 0.00 0.00 0.97 0.00 L410_P 1.00 0.01 0.00 0.00 0.91 0.08 0.00 0.00 0.00 0.96 L410_SF 1.00 0.97 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 L414_SF 1.00 0.01 0.00 0.00 0.95 0.04 0.00 0.00 0.71 0.00 L444_SF 1.00 0.01 0.00 0.00 0.07 0.00 0.00 0.92 0.06 0.00 L448_SF 1.00 0.20 0.00 0.00 0.00 0.01 0.00 0.79 0.00 0.00 L450_P 1.00 0.01 0.00 0.00 0.79 0.21 0.00 0.00 0.00 0.54 L450_SF 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 L451_SF 1.00 0.01 0.00 0.00 0.75 0.24 0.00 0.00 0.76 0.00 L453_P 1.00 0.01 0.00 0.00 0.93 0.06 0.00 0.00 0.98 0.00 L456_P 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.57 L456_SF 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 L456-TypeR-SF 2.42 0.01 0.96 0.00 0.04 0.00 0.00 0.00 0.95 0.00 L457_P 1.00 0.01 0.10 0.00 0.84 0.05 0.00 0.00 0.93 0.00 L457_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L458_SF 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.91 0.00 L460_SF 1.62 0.01 0.00 0.00 0.52 0.48 0.00 0.00 0.23 0.00 L464_SF 1.00 0.01 0.00 0.00 0.19 0.04 0.00 0.77 0.00 0.00 L470_P 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L482_P 1.00 0.02 0.02 0.00 0.20 0.00 0.00 0.76 0.05 0.00 L482_SF 1.00 0.85 0.06 0.00 0.09 0.00 0.00 0.00 0.95 0.00 L500_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L508_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L510_SF 1.00 0.01 0.00 0.00 0.33 0.67 0.00 0.00 0.95 0.00 L516_SF 1.00 0.25 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 L516_SF2 1.00 0.01 0.24 0.00 0.68 0.07 0.00 0.00 0.96 0.00 Existing Stone Creek Model.txt L520_P 1.00 0.01 0.00 0.00 0.26 0.00 0.00 0.74 0.00 0.00 L520_SF 1.00 0.25 0.64 0.00 0.02 0.10 0.00 0.00 0.91 0.00 L525_P 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L525_SF 1.00 0.85 0.00 0.00 0.00 0.05 0.00 0.11 0.04 0.00 L540_SF 1.00 0.01 0.00 0.00 0.00 0.10 0.00 0.89 0.08 0.00 L600_SF 1.00 0.01 0.00 0.00 0.96 0.03 0.00 0.00 0.94 0.00 L620_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L626_SF 1.00 0.01 0.01 0.00 0.60 0.39 0.00 0.00 0.19 0.00 L630_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L640_SF 1.00 0.01 0.00 0.00 0.99 0.01 0.00 0.00 0.97 0.00 L648_SF 1.00 0.01 0.00 0.00 0.78 0.21 0.00 0.00 0.42 0.00 L651_SF 1.00 0.01 0.04 0.00 0.47 0.48 0.00 0.00 0.77 0.00 L670_P 1.00 0.01 0.00 0.00 0.57 0.42 0.00 0.00 0.73 0.00 L670_SF 1.00 0.01 0.00 0.00 0.59 0.40 0.00 0.00 0.37 0.00 L676_P 1.00 0.01 0.00 0.00 0.29 0.71 0.00 0.00 0.00 0.00 L710_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L730_SF 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.98 0.00 L736_SF 1.00 0.01 0.00 0.00 0.82 0.18 0.00 0.00 0.00 0.00 L740_P 1.00 0.01 0.00 0.00 0.92 0.07 0.00 0.00 0.82 0.00 L740_SF 1.00 0.95 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 L760_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L770_P 1.00 0.01 0.00 0.00 0.08 0.91 0.00 0.00 0.55 0.00 L770_SF 1.00 0.95 0.04 0.00 0.01 0.00 0.00 0.00 0.94 0.00 L780_SF 1.00 0.99 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L782_P 1.00 0.01 0.00 0.00 0.03 0.03 0.00 0.93 0.02 0.00 L790_P 1.00 0.01 0.00 0.00 0.71 0.28 0.00 0.00 0.87 0.00 L790_SF 1.00 0.04 0.85 0.00 0.02 0.09 0.00 0.00 0.86 0.00 L804_SF 1.00 0.01 0.00 0.00 0.99 0.01 0.00 0.00 0.96 0.00 L805_SF 1.00 0.01 0.02 0.00 0.98 0.00 0.00 0.00 0.97 0.00 L810_SF 1.00 0.01 0.00 0.00 0.03 0.96 0.00 0.00 0.00 0.00 L828_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L830_SF 1.00 0.01 0.00 0.00 0.81 0.19 0.00 0.00 0.83 0.00 L840_SF 1.00 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.14 0.00 L870_SF 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L873_P 1.00 0.01 0.00 0.00 0.11 0.88 0.00 0.00 0.00 0.53 L873_SF 1.00 0.01 0.01 0.00 0.25 0.73 0.00 0.00 0.98 0.00 L875_SF 1.00 0.01 0.01 0.00 0.59 0.39 0.00 0.00 0.89 0.00 L876_P 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.67 L880_SF 1.00 0.01 0.00 0.00 0.60 0.40 0.00 0.00 0.37 0.00 L884_SF 1.00 0.01 0.01 0.00 0.98 0.00 0.00 0.00 0.81 0.00 L886_SF 1.00 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.97 0.00 L900_SF 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.01 0.00 L908_SF 1.00 0.01 0.00 0.00 0.01 0.98 0.00 0.00 0.01 0.00 L910_P 1.00 0.01 0.00 0.00 0.58 0.42 0.00 0.00 0.00 0.00 L918_P 1.00 0.01 0.00 0.00 0.93 0.00 0.00 0.05 0.89 0.00 L920_P 1.00 0.01 0.00 0.00 0.19 0.80 0.00 0.00 0.89 0.00 L920_SF 1.00 0.04 0.92 0.00 0.03 0.01 0.00 0.00 0.94 0.00 Existing Stone Creek Model.txt L925_SF 1.00 0.04 0.00 0.00 0.06 0.04 0.00 0.86 0.08 0.00 L930_SF 1.00 0.01 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L931_SF 1.00 0.01 0.00 0.00 0.12 0.01 0.00 0.86 0.11 0.00 L932_P 1.00 0.01 0.00 0.00 0.59 0.40 0.00 0.00 0.42 0.00 L932_SF 1.00 0.01 0.72 0.00 0.06 0.21 0.00 0.00 0.84 0.00 L940_P 1.00 0.01 0.00 0.00 0.59 0.40 0.00 0.00 0.43 0.00 L940_SF 1.00 0.01 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L950_P 1.00 0.01 0.00 0.00 0.95 0.04 0.00 0.00 0.68 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 0.73 0.27 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 0.01 0.00 0.00 0.87 0.12 0.00 0.00 0.37 0.00 L970_SF 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L919_P 1.00 0.01 0.00 0.00 0.42 0.57 0.00 0.00 0.38 0.00 L919_SF 1.00 0.01 0.86 0.00 0.13 0.00 0.00 0.00 0.96 0.00 L919_SF2 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 L910B_P 1.00 0.01 0.00 0.00 0.00 0.99 0.00 0.00 0.32 0.00 L926_SF 1.00 0.19 0.70 0.00 0.01 0.09 0.00 0.00 0.94 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 0.30 0.01 0.01 L324_P1 0.01 1.74 0.01 1.41 0.01 L324_P2 0.01 1.02 0.01 0.58 0.01 L362_P 0.01 2.57 0.01 0.01 0.01 L363_P 2.39 2.39 2.50 0.01 1.14 L366_P 1.20 4.28 1.20 4.41 1.20 L374_P 0.01 2.87 0.01 0.01 0.01 L375_P 2.87 2.89 2.87 2.85 2.87 L382_P 3.85 3.85 4.11 0.40 2.06 L383_P 3.47 3.47 4.11 0.01 0.01 L386_P 0.32 3.49 0.32 0.32 0.32 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 0.27 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 11.42 0.01 0.01 L457_P 0.37 0.37 2.26 0.01 0.09 Existing Stone Creek Model.txt L482_P 1.46 1.46 1.73 0.01 1.42 L520_P 2.70 2.99 2.81 0.99 1.45 L525_P 0.01 2.20 0.01 0.01 0.01 L676_P 0.01 4.11 0.01 3.90 0.01 L740_P 0.45 1.23 0.45 0.60 0.45 L770_P 0.27 0.27 0.93 0.19 0.22 L782_P 0.14 0.14 0.27 0.01 0.01 L790_P 0.14 1.25 0.14 0.01 0.14 L790_SF 0.01 0.46 0.01 0.01 0.01 L873_P 0.01 3.12 0.01 0.24 0.01 L876_P 0.01 2.37 0.01 0.01 0.01 L910_P 0.01 1.20 0.01 0.01 0.01 L918_P 0.54 0.69 1.37 0.65 0.54 L920_P 0.60 0.60 0.69 0.01 0.01 L932_P 6.61 6.61 6.86 5.45 6.06 L940_P 6.01 6.16 6.61 3.53 3.92 L950_P 3.38 3.38 6.16 0.01 0.01 L970_P 2.85 2.85 3.38 0.01 0.57 L919_P 0.01 6.83 0.01 6.56 0.01 Analysis begun on: Thu May 26 10:22:33 2022 Analysis ended on: Thu May 26 10:22:40 2022 Total elapsed time: 00:00:07 Core Spaces - Proposed 100 YR -SWMM Model.txt EPA STORM WATER MANAGEMENTMODEL -VERSION 5.1 (Build 5.1.015) -------------------------------------------------------------- WARNING 2:00 maximum depth increased for Node 7.1 ************* Element Count ************* Number of rain gages ......1 Number of subcatchments ...108 Number of nodes ...........156 Number of links ...........204 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 45 3.6 RainGage J100 B110 8.65 1256 45 4 RainGage J100 B300 1.2 522 5 4.4 RainGage J300 B310 20.25 2940 45 8.6 RainGage J316 B320 11.31 1642 40 4.2 RainGage J320 B330 39.65 5757 40 5.3 RainGage J330 B340 31.27 4540 35 5.2 RainGage J346 B350 21.96 3188 45 5.2 RainGage J350 B360 2.34 681 5 3.4 RainGage J360 B370 30.18 2629 5 4.9 RainGage J360 B380 4.9 1524 5 7.8 RainGage J360 B390 10.32 2247 5 2.2 RainGage J390 B400 22.57 2458 20 5.5 RainGage J390 B410 8.18 1188 45 3.9 RainGage J410 B420 5.85 850 20 3.4 RainGage P324 B430 6.23 905 45 3.4 RainGage P324 B440 9.56 1388 45 3.4 RainGage P324 B445 0.52 75 45 3.4 RainGage J452-TypeR B450 3.2 464 45 6.3 RainGage J450 B455 2.45 356 45 6.3 RainGage J508 B460 2.55 371 30 4.1 RainGage J456 B465 2.3 334 30 4.1 RainGage J456-TypeR B470 3.93 1008 90 4.1 RainGage J470 B480 4.53 1162 90 4.4 RainGage P343 B490 2.12 838 90 6 RainGage P343 B500 1.92 838 90 2.3 RainGage J500 B510 0.92 443 90 2.3 RainGage J510 B520 8.43 1836 75 6.6 RainGage J520 B530 1.95 565 75 6.6 RainGage J525 B540 3.05 885 75 6.6 RainGage J540 B600 12.46 1357 10 1.6 RainGage J600 B610 8.39 2438 60 3.6 RainGage J600 B620 5.29 768 20 4.9 RainGage J620 B630 8.65 1256 40 3.6 RainGage J630 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 Engineering 5/26/2022 Core Spaces - Proposed 100 YR -SWMM Model.txt B640 6.92 2008 90 1.3 RainGage J640 B650 9.58 696 10 2.4 RainGage J650 B660 1.75 255 45 4.4 RainGage P385 B670 0.82 118 45 3.3 RainGage P384 B680 2.02 293 45 3 RainGage P383 B690 20 1089 60 4.2 RainGage P382 B700 42.95 3118 5 3.5 RainGage P386 B710 12.5 2177 50 2.5 RainGage J710 B720 26.49 1923 10 3 RainGage J710 B730 4.19 731 45 4.7 RainGage J730 B740 1.75 761 60 4.2 RainGage J740 B750 5.39 939 45 4.2 RainGage J740 B760 1.2 524 20 3.4 RainGage J760 B770 2.97 1030 50 2 RainGage J770 B780 2.27 652 40 3.4 RainGage J770 B790 14.69 1422 24.5 5.4 RainGage P790 B800 25.72 2801 20 4 RainGage J804 B805 38.42 4184 20 4 RainGage P400 B810 22.95 3333 55 5.3 RainGage J810 B830 7.64 648 45 3.9 RainGage J830 B840 13.14 1605 45 3 RainGage J840 B850 16.94 1757 10 4.1 RainGage P375 B870 2.69 586 30 4.1 RainGage J870 B874 5.38 1172 50 4.1 RainGage P874 B876 17.03 1766 60 4.1 RainGage P876 B880 15.67 1706 55 3.7 RainGage J880 B900 2.17 607 60 4.2 RainGage J900 B930 5.26 769 40 3 RainGage P930 B940 15.47 1497 45 3 RainGage P940 B950 2.56 744 45 3 RainGage P950 B970 8.66 1887 45 3 RainGage P970 B910A 3.06 250 74 2 RainGage P367 B770B 1.52 220 89 0.6 RainGage J770B B770A 0.36 100 100 1.2 RainGage J770A B900B 0.56 485 100 1.5 RainGage J900B B920A 3.82 1265 20 3 RainGage J920A B920C 1.71 175 66 2.5 RainGage J920C B920B 0.99 20 63 1.5 RainGage J920B B900A 0.48 210 95 1 RainGage J900A B910C 1.34 700 90 2.3 RainGage J910C B910D 0.46 125 100 1.5 RainGage J910D OS1 1.1 94.78 65.86 2.21 RainGage J910B B2 0.73 87.22 13.22 1.21 RainGage 3.2 B1 0.63 145 77.45 2.83 RainGage 1b A2 1.78 182.56 52.1 1.15 RainGage 2a A7 0.43 53.32 71.92 2 RainGage 7a A6 0.72 84.4 68.73 1.85 RainGage 6a D2 0.51 108.83 65.81 3.69 RainGage d.2 D1 0.31 67.71 76.4 3.73 RainGage d.1 A4 1.86 175.72 43.15 2.39 RainGage 4a A5 0.42 45.52 59.3 2.73 RainGage 5a A8 1.23 135.89 64.48 1.92 RainGage 8a A3 0.31 86.8 70.1 0.67 RainGage 3a C3 1.81 91.03 80.05 0.97 RainGage 3c C2 1.09 48.66 56.57 1.12 RainGage 2c C1 5.19 216.21 43.08 1.04 RainGage 1c C4 2.65 174.73 55.6 1.6 RainGage 4C A9 0.48 50.76 72.78 1.73 RainGage 9a C5 1.33 78 64.2 1.43 RainGage 5C F1 0.32 86.22 67.7 1.02 RainGage 1f H1 6.36 637.76 6.13 0.57 RainGage P363 G1 1.17 83 74.67 1.64 RainGage 1g G4 1 61.72 80.79 1.66 RainGage 4g G5 1.23 132.22 38.51 2.47 RainGage 5g E2 0.76 225 6 0.5 RainGage P366 G2 1.04 106.5 80.7 1.79 RainGage 2 G3 1.08 119.99 47.09 2.04 RainGage 4g A1 1.41 177.73 12.1 3 RainGage 1a E1 1.24 264.24 90.2 3.61 RainGage P366 Core Spaces - Proposed 100 YR -SWMM Model.txt OS2 1.94 87.98 43.87 3.43 RainGage J931 OS3 0.85 51 73.84 3.6 RainGage J920A OS4 1.7 82.26 76 2.12 RainGage J362.1 OF1 0.27 47.85 2 0.5 RainGage J840 OF2 0.56 23.15 2 0.5 RainGage J828 ************ Node Summary ************ Invert Max.Ponded External Name Type Elev.Depth Area Inflow ------------------------------------------------------------------------------- J100 JUNCTION 4958.21 8.1 0 J300 JUNCTION 4884.52 7.11 0 J310 JUNCTION 4892.15 7.11 0 J316 JUNCTION 4892.97 10.21 0 J320 JUNCTION 4895.86 10.21 0 J330 JUNCTION 4903.55 11.7 0 J340 JUNCTION 4909.73 2.36 0 J346 JUNCTION 4919.27 2.05 0 J350 JUNCTION 4921.02 2.05 0 J360 JUNCTION 4923.34 15.89 0 J361 JUNCTION 4981.27 6.68 0 J362 JUNCTION 4996.87 10.63 0 J373 JUNCTION 4994.19 5.68 0 J374 JUNCTION 4996.31 10 0 J380 JUNCTION 4930.89 15.89 0 J386 JUNCTION 4974 3.11 0 J390 JUNCTION 4932.31 5.78 0 J400 JUNCTION 4936.03 6 0 J410 JUNCTION 4942.25 6 0 J414 JUNCTION 4938.69 4.57 0 J444 JUNCTION 4961.14 8.11 0 J448 JUNCTION 4967.22 4.5 0 J450 JUNCTION 4967.33 4.12 0 J451 JUNCTION 4966.8 6.9 0 J452 JUNCTION 4968.2 5.5 0 J452-TypeR JUNCTION 4976.47 1 0 J456 JUNCTION 4969.6 9.29 0 J456-TypeR JUNCTION 4972.89 10 0 J457 JUNCTION 4977.5 4 0 J458 JUNCTION 4977.91 5.1 0 J462 JUNCTION 4978.04 4.97 0 J464 JUNCTION 4978.5 7.49 0 J470 JUNCTION 4998.51 2 0 J482 JUNCTION 4998.75 12.69 0 J500 JUNCTION 4990.2 13.22 0 J508 JUNCTION 4984.24 2.98 0 J510 JUNCTION 4991.56 1.64 0 J516 JUNCTION 5003.42 2 0 J520 JUNCTION 4998.77 12.52 0 J525 JUNCTION 5003.16 9.93 0 J540 JUNCTION 5019.43 4.08 0 J600 JUNCTION 4935.31 9.21 0 J620 JUNCTION 4961.35 4.95 0 J626 JUNCTION 4938.95 9.21 0 J630 JUNCTION 4945.91 5.8 0 J640 JUNCTION 4943.32 6.43 0 J650 JUNCTION 4956.86 5.56 0 J651 JUNCTION 4976.23 2.22 0 J652 JUNCTION 4970 2 0 J676 JUNCTION 4973 5 0 J710 JUNCTION 4983.28 4.71 0 J730 JUNCTION 4990 3.01 0 J736 JUNCTION 4990.27 5.95 0 J740 JUNCTION 4991.46 31.76 0 J760 JUNCTION 5022.48 1.08 0 J770 JUNCTION 5011.68 11.54 0 Core Spaces - Proposed 100 YR -SWMM Model.txt J770A JUNCTION 5024.48 7.58 100 J770B JUNCTION 5031.36 4.64 100 J782 JUNCTION 5018.7 8.36 0 J804 JUNCTION 4941.71 7.81 0 J805 JUNCTION 4948.27 7.81 0 J810 JUNCTION 4963.61 4.3 0 J828 JUNCTION 5061.66 4.88 0 J830 JUNCTION 5062.62 2.22 0 J840 JUNCTION 5062.91 4.88 0 J870 JUNCTION 5042.5 2.87 0 J872 JUNCTION 5045.67 2.87 0 J873 JUNCTION 5046 4.5 0 J875 JUNCTION 5050.36 2.67 0 J880 JUNCTION 4971.52 5.68 0 J884 JUNCTION 4968.93 6.68 0 J886 JUNCTION 4987.31 8.8 0 J900 JUNCTION 5013.03 8.8 0 J900A JUNCTION 5023.64 9.86 100 J900B JUNCTION 5023.4 8.48 100 J908 JUNCTION 5024.29 4.21 0 J909 JUNCTION 5026.5 4.87 0 J910 JUNCTION 5020 9.5 0 5g JUNCTION 5009 3.1 0 J910B JUNCTION 5031.06 11.34 100 J910C JUNCTION 5025 12.43 100 J910D JUNCTION 5020.62 10.83 100 J919_1 JUNCTION 5031.8 12.7 0 J920A JUNCTION 5040 23.96 100 J920B JUNCTION 5036.2 12.3 100 J920C JUNCTION 5031.31 11.57 100 J925A JUNCTION 5028 8 0 J925B JUNCTION 5023.8 11.4 0 J925C JUNCTION 5022.23 12.87 0 J925D JUNCTION 5021.66 8.74 0 J931 JUNCTION 5049.33 10 0 J932 JUNCTION 5062.71 8.52 0 J963 JUNCTION 5087.95 2.96 0 J969 JUNCTION 5090.64 2.96 0 J364 JUNCTION 5007 8.74 0 4C JUNCTION 5022 6 0 5C JUNCTION 5022 5 0 1.7 JUNCTION 5020.51 8 0 3a JUNCTION 5033.25 8 0 2a JUNCTION 5035 10 0 1.2 JUNCTION 5031.9 8 0 4a JUNCTION 5033.18 8 0 5a JUNCTION 5032.5 8 0 1.3 JUNCTION 5026.95 8 0 6a JUNCTION 5033 6 0 7a JUNCTION 5033 6 0 1.1 JUNCTION 5030.97 8 0 1a JUNCTION 5042.09 8 0 d.2 JUNCTION 5023.75 10 0 d.1 JUNCTION 5023.75 10 0 6.1 JUNCTION 5022.75 8 0 4g JUNCTION 5014 6 0 1.9 JUNCTION 5019 8 0 1g JUNCTION 5021.24 8 0 2 JUNCTION 5013.84 7 0 2.2 JUNCTION 5012 8 0 2.3 JUNCTION 5001 8 0 1f JUNCTION 5017.84 10 0 8a JUNCTION 5025 5 0 9a JUNCTION 5025 5 0 1c JUNCTION 5032 8 0 2c JUNCTION 5032 8 0 2.1 JUNCTION 5013.5 8 0 1.4 JUNCTION 5031.75 8 0 1.5 JUNCTION 5030.88 8 0 Core Spaces - Proposed 100 YR -SWMM Model.txt 3.2 JUNCTION 5024.2 7 0 3.3 JUNCTION 5023.63 8 0 6.2 JUNCTION 5022.4 8 0 1.8 JUNCTION 5023.9 8 0 1b JUNCTION 5030.18 8 0 1.6 JUNCTION 5027.89 8 0 3c JUNCTION 5028.33 5 0 5.1 JUNCTION 5023.34 9 0 7.1 JUNCTION 5045 11.51 0 J362.1 JUNCTION 4998 10 0 O099 OUTFALL 4947.88 8.1 0 O299 OUTFALL 4884 7.11 0 P324 STORAGE 4939.19 8 0 P343 STORAGE 4983.6 6.4 0 P363 STORAGE 4999.08 7 0 P366 STORAGE 5020.37 6 0 P367 STORAGE 5025.97 4.03 0 P375 STORAGE 4996.62 9.57 0 P382 STORAGE 4974.76 6 0 P383 STORAGE 4973.6 5.59 0 P384 STORAGE 4974.19 5.5 0 P385 STORAGE 4958.65 4.54 0 P386 STORAGE 4975.29 5 0 P400 STORAGE 4948.82 4 0 P874 STORAGE 5046.17 4 0 P876 STORAGE 5051.3 3 0 P930 STORAGE 5055.11 3.58 0 P940 STORAGE 5067 10 0 P950 STORAGE 5081.19 6 0 P970 STORAGE 5088.69 6 0 P790 STORAGE 5028.96 10.04 0 ************ Link Summary ************ Name From Node To Node Type Length %Slope Roughness --------------------------------------------------------------------------------------------- J452_P J452 J451 CONDUIT 38.8 3.6115 0.015 L100_SF J100 O099 CONDUIT 659.9 1.5655 0.02 L300_SF J300 O299 CONDUIT 17.7 2.9458 0.035 L310_SF J310 J300 CONDUIT 507.3 1.5043 0.035 L316_SF J316 J310 CONDUIT 342.7 0.2393 0.035 L320_SF J320 J316 CONDUIT 361.3 0.8 0.035 L324_P1 P324 J414 CONDUIT 77.9 0.6416 0.013 L324_P2 P324 J414 CONDUIT 77.9 0.6416 0.013 L324_SF P324 J414 CONDUIT 93.6 7.5112 0.013 L326_SF J330 J320 CONDUIT 678 1.1343 0.035 L340_SF J340 J330 CONDUIT 505.1 0.4316 0.013 L346_SF J346 J340 CONDUIT 498.9 1.9124 0.013 L350_SF J350 J346 CONDUIT 260.8 0.6712 0.013 L360_SF J360 J330 CONDUIT 2329.2 0.8497 0.035 L361_SF J361 J884 CONDUIT 324.2 3.8086 0.035 L362_P J362 J361 CONDUIT 406.7 3.8386 0.013 L363_P J362.1 J362 CONDUIT 53 2.3214 0.013 L363_SF J364 P375 CONDUIT 362.3 0.381 0.013 L363_SF2 J364 J362 CONDUIT 119.1 2.1078 0.013 L363_SF3 P363 J364 CONDUIT 48 1.2097 0.013 L366_SF J909 P363 CONDUIT 270.2 6.6845 0.013 L366_SF2 J909 J908 CONDUIT 80 3.6274 0.013 L366_SF4 5g P363 CONDUIT 358 -0.0447 0.044 L367_SF P367 P366 CONDUIT 15 35.9137 0.035 L373_SF J373 J880 CONDUIT 814.5 2.7845 0.02 L374_P J374 J373 CONDUIT 99.9 2.3931 0.013 L375_P P375 J374 CONDUIT 16.5 0.2424 0.013 L375_SF J520 P375 CONDUIT 380 0.15 0.013 L380_SF J380 J360 CONDUIT 901.9 0.8372 0.04 L382_P P382 J676 CONDUIT 200.6 0.8775 0.013 L383_P P383 J676 CONDUIT 50 1.2001 0.013 Core Spaces - Proposed 100 YR -SWMM Model.txt L386_P P386 J386 CONDUIT 50 2.5809 0.013 L386_SF P386 J386 CONDUIT 84.9 3.8531 0.04 L386_SF2 P386 J651 CONDUIT 49.8 1.3056 0.04 L390_SF J390 J380 CONDUIT 238.3 0.5959 0.04 L400_SF J400 J390 CONDUIT 350.1 1.0626 0.035 L401_SF P400 J805 CONDUIT 53.1 5.7155 0.04 L410_P J410 J400 CONDUIT 268.9 2.3138 0.013 L410_SF J410 J400 CONDUIT 232 2.682 0.013 L414_SF J414 J400 CONDUIT 351 0.7579 0.035 L444_SF J444 P324 CONDUIT 823.4 2.1805 0.035 L448_SF J448 J444 CONDUIT 73.2 7.3666 0.032 L450_P J450 J448 CONDUIT 60.6 0.1815 0.013 L450_SF J450 J448 CONDUIT 71.6 0.1537 0.013 L451_SF J451 J444 CONDUIT 185.4 3.0536 0.035 L453_P J452-TypeRJ452 CONDUIT 68.6 12.144 0.01 L456_P J456 J452 CONDUIT 45 3.1126 0.013 L456_SF J456 J448 CONDUIT 270 1.9559 0.013 L456-TypeR-SF J456-TypeRJ456 CONDUIT 30 25.0509 0.01 L457_P J456-TypeRJ456 CONDUIT 33.8 9.7919 0.01 L457_SF J457 J456 CONDUIT 355.2 0.7349 0.04 L458_SF J458 J457 CONDUIT 60 0.6833 0.035 L460_SF J462 J458 CONDUIT 13 1.0001 0.013 L464_SF J464 J462 CONDUIT 38 0.9487 0.013 L470_P J470 J464 CONDUIT 320 4.9028 0.013 L482_P J482 P343 CONDUIT 490 2.9177 0.013 L482_SF J482 J520 CONDUIT 380 0.6816 0.013 L500_SF J500 P343 CONDUIT 50 1.2361 0.04 L508_SF J508 P324 CONDUIT 1127.3 3.2885 0.013 L510_SF J510 J508 CONDUIT 210 3.4877 0.013 L516_SF J516 J500 CONDUIT 410.5 1.7597 0.013 L516_SF2 J516 J510 CONDUIT 422.9 2.8053 0.013 L520_P J520 J374 CONDUIT 367.3 0.2287 0.01 L520_SF J520 J516 CONDUIT 133 1.4137 0.013 L525_P J525 J464 CONDUIT 536.1 4.0849 0.013 L525_SF J525 J482 CONDUIT 147.2 1.1212 0.013 L540_SF J540 J525 CONDUIT 540 1.93 0.013 L600_SF J600 J360 CONDUIT 980 1.2215 0.035 L620_SF J620 J600 CONDUIT 1101 2.0931 0.013 L626_SF J626 J600 CONDUIT 353.4 1.0301 0.035 L630_SF J630 J626 CONDUIT 227 1.745 0.035 L640_SF J640 J626 CONDUIT 294.6 1.4836 0.035 L648_SF J650 J640 CONDUIT 612.4 2.2117 0.035 L651_SF J651 J100 CONDUIT 769.2 2.3434 0.013 L670_P J652 J650 CONDUIT 526 2.4989 0.013 L670_SF J386 J650 CONDUIT 529.7 3.2374 0.035 L676_P J676 J652 CONDUIT 427 0.7026 0.013 L700A_SF J770A J770 CONDUIT 414 2.4234 0.016 L700B_P J770B J925A CONDUIT 89.4 0.4027 0.013 L700B_SF J770B J770A CONDUIT 400 1.0001 0.016 L710_SF J710 P386 CONDUIT 661.7 0.4519 0.035 L730_SF J730 J710 CONDUIT 861.1 0.7804 0.035 L736_SF J736 J730 CONDUIT 132.1 0.2043 0.035 L740_P J740 J736 CONDUIT 74.2 1.604 0.013 L740_SF J740 J736 CONDUIT 77.2 1.2307 0.013 L760_SF J760 J736 CONDUIT 830.3 3.3513 0.013 L770_P J770 J740 CONDUIT 554 3.6525 0.013 L770_SF J770 J740 CONDUIT 559.4 4.5364 0.013 L770A_P J770A J900A CONDUIT 112.9 0.744 0.013 L780_SF J782 J770 CONDUIT 297.6 1.6066 0.013 L782_P J782 J770 CONDUIT 289.1 2.3593 0.013 L790_P P790 J782 CONDUIT 118.6 8.6813 0.013 L790_SF P790 J920C CONDUIT 445 0.3146 0.016 L804_SF J804 J380 CONDUIT 711.9 1.52 0.035 L805_SF J805 J804 CONDUIT 591.5 1.1091 0.04 L810_SF J810 J804 CONDUIT 1229.4 1.7817 0.035 L828_SF J828 7.1 CONDUIT 795.9 0.9122 0.04 L830_SF J830 J828 CONDUIT 111.4 0.8616 0.013 L840_SF J840 J828 CONDUIT 575.2 0.2173 0.04 L870_SF J870 P375 CONDUIT 940 3.9264 0.013 Core Spaces - Proposed 100 YR -SWMM Model.txt L873_P J873 J872 CONDUIT 47.2 0.6993 0.013 L873_SF J872 J870 CONDUIT 69.2 4.5837 0.013 L875_SF J875 J870 CONDUIT 299.1 2.6286 0.013 L876_P P876 J875 CONDUIT 47.3 1.9894 0.013 L880_SF J880 J390 CONDUIT 1718.7 2.282 0.035 L884_SF J884 J810 CONDUIT 217.5 2.4469 0.05 L886_SF J886 J884 CONDUIT 582.1 3.1592 0.035 L900_SF J900 J886 CONDUIT 534 4.8218 0.035 L900A_P J900A J925C CONDUIT 302.4 0.4663 0.013 L900A_SF J900A J900 CONDUIT 504 3.6671 0.03 L900B_P J900B J910D CONDUIT 95.7 2.3204 0.013 L900B_SF J900B J908 CONDUIT 75 3.4955 0.016 L908_SF J908 J900 CONDUIT 337.3 3.3399 0.013 L910C_P J910C J925D CONDUIT 12.2 0.8197 0.013 L919_P J919_1 J910B CONDUIT 104 0.7116 0.013 L919_SF1 J920A J920B CONDUIT 370 2.0274 0.016 L920_SF J920B J920C CONDUIT 280 1.9111 0.016 L920A_P J920A J919_1 CONDUIT 370 1.0838 0.013 L920B_P J920B J919_1 CONDUIT 49.4 0.4251 0.013 L920C_P J920C J925A CONDUIT 78.3 0.3959 0.013 L925_P1 J925A J925B CONDUIT 66.9 0.4484 0.013 L925_P2 J925B J925C CONDUIT 78.3 1.0218 0.013 L925_P3 J925C J925D CONDUIT 356.8 0.1598 0.013 L925_P4 J925D J910D CONDUIT 159.9 0.6504 0.013 L925_SF1 J920C J910C CONDUIT 485 1.2372 0.016 L925_SF2 J910C J910D CONDUIT 148 1.9869 0.016 L925_SF3 J910D J909 CONDUIT 75 0.8 0.016 L925B_P J910D P366 CONDUIT 56 0.4464 0.013 L930_SF P930 J931 CONDUIT 161.5 5.4933 0.04 L932_P J932 J920A CONDUIT 1044.9 2.1738 0.013 L932_SF J932 J931 CONDUIT 511.9 3.7884 0.013 L940_P P940 J932 CONDUIT 118 3.6392 0.013 L940_SF P940 J932 CONDUIT 80 16.1958 0.04 L950_P P950 P940 CONDUIT 488 2.909 0.013 L950_SF P950 J963 CONDUIT 200 0.12 0.03 L963_SF J963 J932 CONDUIT 579.9 3.3197 0.013 L969_SF J969 J963 CONDUIT 666.7 0.4035 0.013 L970_P P970 P950 CONDUIT 425 1.765 0.013 L970_SF P970 J969 CONDUIT 40 6.9165 0.04 L366_SF3 J910 5g CONDUIT 440 2.5008 0.044 L925C_SF J925C J925D CONDUIT 356.8 3.4887 0.016 L925D_SF J925D J910D CONDUIT 159.9 5.8134 0.016 1 1.2 1.3 CONDUIT 56 8.8772 0.013 24a 1.2 CONDUIT 15 8.5646 0.013 35a 1.2 CONDUIT 16.5 3.6388 0.013 43a 5a CONDUIT 79.9 0.9389 0.013 52a 4a CONDUIT 78.5 2.3191 0.013 66a 1.1 CONDUIT 27.5 7.402 0.013 77a 1.1 CONDUIT 27.5 7.402 0.013 8 1.1 1.3 CONDUIT 52.4 7.6885 0.013 13 1.7 1.9 CONDUIT 25.9 5.831 0.013 14 5C 1.7 CONDUIT 27.5 5.4262 0.013 15 4C 1.7 CONDUIT 27.5 5.4262 0.013 16 2c 1.4 CONDUIT 16.5 1.5135 0.013 17 1c 1.4 CONDUIT 16.5 1.5135 0.013 18 1.4 1.5 CONDUIT 60 1.4497 0.013 20 1.9 2 CONDUIT 117.5 4.3957 0.013 21 2 2.1 CONDUIT 51.2 0.6642 0.013 22 4g 2.1 CONDUIT 84 0.5952 0.013 23 1g 2.2 CONDUIT 24.8 40.2241 0.013 24 2.1 2.2 CONDUIT 16.8 8.9913 0.013 25 2.2 2.3 CONDUIT 222.3 4.9552 0.013 26 2.3 P363 CONDUIT 230 0.8348 0.01 27 1f P363 CONDUIT 425 4.4184 0.01 29 J910B 3.2 CONDUIT 316.7 2.1665 0.013 30 3.2 3.3 CONDUIT 111 0.5136 0.013 32 d.2 6.1 CONDUIT 20.5 4.8839 0.013 33 d.1 6.1 CONDUIT 9.1 11.093 0.013 35 6.1 6.2 CONDUIT 43.7 0.8004 0.013 Core Spaces - Proposed 100 YR -SWMM Model.txt 36 1.8 1.9 CONDUIT 224.4 2.1841 0.013 37 9a 1.8 CONDUIT 27.5 4.0032 0.013 38 8a 1.8 CONDUIT 27.5 4.0032 0.013 39 1.3 1.8 CONDUIT 437 0.698 0.013 40 1a 4a CONDUIT 400 2.2281 0.01 41 1b 3.2 CONDUIT 73.6 8.152 0.013 42 1.5 1.6 CONDUIT 230.2 1.2993 0.013 43 1.6 1.7 CONDUIT 405 1.8225 0.013 44 3c 1.6 CONDUIT 54 0.8148 0.013 46 3.3 5.1 CONDUIT 53.6 0.5413 0.013 47 5.1 6.1 CONDUIT 103.7 0.5692 0.013 48 6.2 P366 CONDUIT 125 1.6242 0.013 49 7.1 1f CONDUIT 566 4.8041 0.013 50 J931 J910B CONDUIT 400 4.5723 0.013 51 P363 J362.1 CONDUIT 60 1.8003 0.013 L384_P P384 J652 ORIFICE L874_P P874 J873 ORIFICE L874_P2 P874 J873 ORIFICE P343-Orfice P343 J462 ORIFICE P930-OrficeRow1P930 J931 ORIFICE P930-OrficeRow2P930 J931 ORIFICE P366-WQCVOrificeP366 J910 ORIFICE P366-OUTLET P366 J910 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-TypeDInletP343 J462 WEIR P343-Weir P343 J458 WEIR P366-EOS P366 J909 WEIR Weir_P366 P366 J910 WEIR L385_P P385 J650 OUTLET ********************* Cross Section Summary ********************* Full Full Hyd.Max.No.of Full Conduit Shape Depth Area Rad.Width Barrels Flow --------------------------------------------------------------------------------------- J452_P RECT_CLOSED 3 21 1.05 7 1 408.43 L100_SF L100_SF 8.1 478.87 5.45 78 1 13789.81 L300_SF L310_SF 7.11 241.24 3.85 150 1 4320.95 L310_SF L310_SF 7.11 241.24 3.85 150 1 3087.75 L316_SF L316_SF 4.19 610.5 3.56 192 1 2954.02 L320_SF L320_SF 10.21 507.24 4.01 138 1 4858.45 L324_P1 CIRCULAR 2.5 4.91 0.63 2.5 1 32.86 L324_P2 CIRCULAR 3 7.07 0.75 3 1 53.43 L324_SF L324_SF 1 100 0.5 200 1 1968.17 L326_SF L326_SF 6.67 399.86 3.59 111 1 4241.75 L340_SF L340_SF 2.36 266.56 0.89 159 1 1855.42 L346_SF L346_SF 1.59 74.66 0.62 84 1 860.55 L350_SF L350_SF 2.05 102.64 1.66 54.1 1 1346.35 L360_SF L360_SF 11.7 3612.25 9.06 438 1 61425.02 L361_SF L361_SF 6.68 473.38 4.62 93 1 10876.09 L362_P CIRCULAR 2.5 4.91 0.63 2.5 1 80.36 L363_P CIRCULAR 4 12.57 1 4 1 218.86 L363_SF L363_SF 8.74 496.03 6.18 90 1 11785.56 L363_SF2 L363_SF2 1.78 191.07 1.05 180 1 3269.23 L363_SF3 L363_SF3 2.3 339.89 1.21 269.13 1 4865.28 L366_SF L366_SF 4.87 174.79 3.46 48.1 1 11816.87 L366_SF2 L366_SF2 2.27 142.75 1.06 132 1 3228.23 L366_SF4 DUMMY 0 0 0 0 1 0 L367_SF L367_SF 1.66 55.63 1.14 51 1 1545.61 L373_SF L373_SF 5.68 112.5 2.77 36 1 2751.81 L374_P CIRCULAR 2.5 4.91 0.63 2.5 1 63.45 Core Spaces - Proposed 100 YR -SWMM Model.txt L375_P CIRCULAR 2.5 4.91 0.63 2.5 1 20.2 L375_SF L375_SF 2.83 176.01 1.54 114 1 1037.1 L380_SF L380_SF 15.89 8373.01 12.31 699 1 151736.6 L382_P CIRCULAR 1.5 1.77 0.38 1.5 1 9.84 L383_P CIRCULAR 1.5 1.77 0.38 1.5 1 11.51 L386_P CIRCULAR 1.5 1.77 0.38 1.5 1 16.88 L386_SF L386_SF 0.93 18.25 0.42 42.6 1 74.39 L386_SF2 L386_SF2 2.2 79.94 1.61 47.62 1 465.48 L390_SF L390_SF 5.42 2238.44 4.29 519 1 16954.44 L400_SF L400_SF 5.78 2199.39 4.46 504 1 26076.96 L401_SF L401_SF 1.2 139.6 0.73 189 1 1009.19 L410_P CIRCULAR 2 3.14 0.5 2 1 34.41 L410_SF TRAPEZOIDAL 1 70 0.58 120 1 914.74 L414_SF L414_SF 4.57 812.18 2.76 294 1 5908.52 L444_SF L444_SF 8.11 767.46 4.97 138 1 14018.5 L448_SF TRAPEZOIDAL 2 30 1.18 25 1 422.53 L450_P CIRCULAR 2 3.14 0.5 2 1 9.64 L450_SF L450_SF 1.02 120.89 0.61 198 1 388.77 L451_SF L452_SF 5.03 195.21 2.49 81 1 2659.96 L453_P CIRCULAR 1 0.79 0.25 1 1 16.14 L456_P CIRCULAR 3.5 9.62 0.88 3.5 1 177.5 L456_SF Street 1.5 56.47 0.99 55.2 1 899.62 L456-TypeR-SF TRAPEZOIDAL 1 11 0.86 12 1 738.42 L457_P CIRCULAR 1 0.79 0.25 1 1 14.49 L457_SF TRAPEZOIDAL 4 132 2.29 57 1 730.18 L458_SF TRAPEZOIDAL 4 132 2.29 57 1 804.7 L460_SF CIRCULAR 3.5 9.62 0.88 3.5 1 100.61 L464_SF CIRCULAR 3 7.07 0.75 3 1 64.96 L470_P CIRCULAR 2 3.14 0.5 2 1 50.09 L482_P CIRCULAR 2 3.14 0.5 2 1 38.64 L482_SF L482_SF 3.93 265.14 2.58 99 1 4709.59 L500_SF TRAPEZOIDAL 4 52 2.12 23 1 354.32 L508_SF L508_SF 2.98 243.76 1.53 114 1 6703.71 L510_SF L510_SF 0.74 28.54 0.28 72 1 262.85 L516_SF L516_SF 1.92 112.46 1.28 84 1 2014.01 L516_SF2 L516_SF2 1.64 114.35 1.19 96 1 2452.17 L520_P CIRCULAR 1.5 1.77 0.38 1.5 1 6.53 L520_SF L520_SF 0.68 54.63 0.57 95 1 511.1 L525_P CIRCULAR 2 3.14 0.5 2 1 45.72 L525_SF L525_SF 4.08 356.41 2.95 117 1 8870.93 L540_SF L525_SF 4.08 356.41 2.95 117 1 11638.59 L600_SF L600_SF 5.35 1390.47 3.34 372 1 14572.57 L620_SF L620_SF 4.95 631.23 3.31 159 1 23198.09 L626_SF L626_SF 9.21 426.27 6.28 69 1 6251.2 L630_SF L630_SF 5.8 296.22 4.21 78 1 4330.44 L640_SF L640_SF 6.43 202.45 3.87 60 1 2578.53 L648_SF L648_SF 5.56 196.12 3.24 78 1 2714 L651_SF L651_SF 2.22 112.12 1.36 54.1 1 2402.9 L670_P CIRCULAR 2 3.14 0.5 2 1 35.76 L670_SF L670_SF 3.11 59.31 1.3 54 1 539.12 L676_P CIRCULAR 1.5 1.77 0.38 1.5 1 8.81 L700A_SF L700A_SF 0.4 2.41 0.15 15.5 1 10.01 L700B_P CIRCULAR 1.5 1.77 0.38 1.5 1 6.67 L700B_SF L700B_SF 0.7 8.83 0.31 28.07 1 37.4 L710_SF L710_SF 4.71 1170.3 3.42 345 1 7574.62 L730_SF L730_SF 2.36 582.28 1.79 339 1 3221.5 L736_SF L736_SF 3.01 75.48 1.56 44 1 195.1 L740_P HORIZ_ELLIPSE 1.58 3.17 0.48 2.5 1 28.26 L740_SF L740_SF 1.55 102.02 0.53 96 1 847.67 L760_SF L760_SF 1.08 41.98 0.67 60 1 674.6 L770_P CIRCULAR 2 3.14 0.5 2 1 43.23 L770_SF L770_SF 2.25 113.02 1.65 60.1 1 3844.6 L770A_P CIRCULAR 1.5 1.77 0.38 1.5 1 9.06 L780_SF L780_SF 1.31 53.18 0.74 60 1 628.31 L782_P CIRCULAR 2 3.14 0.5 2 1 34.75 L790_P CIRCULAR 2 3.14 0.5 2 1 66.65 L790_SF L790_SF 1.31 41.72 0.75 55.01 1 179.87 L804_SF TRAPEZOIDAL 3 240 2.18 110 1 2109.48 L805_SF L805_SF 7.81 1279.72 6.57 186 1 17558.34 Core Spaces - Proposed 100 YR -SWMM Model.txt L810_SF L810_SF 4.3 493.03 2.86 177 1 5625.35 L828_SF L828_SF 2.11 223.52 1.41 156 1 999.37 L830_SF L830_SF 2.22 45.16 0.71 45 1 380.81 L840_SF L840_SF 4.88 357.67 2.53 105 1 1149.98 L870_SF L870_SF 2.29 113.78 1.38 100 1 3190.9 L873_P CIRCULAR 1.25 1.23 0.31 1.25 1 5.4 L873_SF L873_SF 2.87 165.12 1.92 78 1 6239.67 L875_SF L875_SF 2.67 114.39 1.25 57 1 2457.5 L876_P CIRCULAR 1.5 1.77 0.38 1.5 1 14.82 L880_SF L880_SF 2.67 325.69 1.17 291 1 2321.33 L884_SF L884_SF 2.19 136.1 1.47 111 1 816.41 L886_SF L886_SF 4.03 213.23 2.82 87 1 3214.24 L900_SF L900_SF 8.8 378.36 5.62 75 1 11149.78 L900A_P CIRCULAR 2.5 4.91 0.63 2.5 1 28.01 L900A_SF TRIANGULAR 2 40 1 40 1 378.16 L900B_P CIRCULAR 2 3.14 0.5 2 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 1 536.21 L910C_P CIRCULAR 1.5 1.77 0.38 1.5 1 9.51 L919_P CIRCULAR 2.5 4.91 0.63 2.5 1 34.6 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 1 465.6 L920A_P CIRCULAR 2.5 4.91 0.63 2.5 2 42.7 L920B_P CIRCULAR 1.5 1.77 0.38 1.5 1 6.85 L920C_P CIRCULAR 2.5 4.91 0.63 2.5 1 25.81 L925_P1 CIRCULAR 2.5 4.91 0.63 2.5 1 27.47 L925_P2 CIRCULAR 2.5 4.91 0.63 2.5 1 41.46 L925_P3 CIRCULAR 3.5 9.62 0.88 3.5 1 40.21 L925_P4 CIRCULAR 3.5 9.62 0.88 3.5 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 19.81 0.31 62.69 1 75.97 L925B_P CIRCULAR 2.5 4.91 0.63 2.5 2 27.41 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 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 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 1 366.72 L963_SF L963_SF 1.94 101.95 0.82 99 1 1858.22 L969_SF L969_SF 2.96 178.56 2.03 84 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 1 862.49 L366_SF3 TRAPEZOIDAL 3.1 66.34 1.92 33.8 1 547.21 L925C_SF TRIANGULAR 0.5 0.5 0.22 2 1 3.2 L925D_SF TRIANGULAR 0.5 0.5 0.22 2 1 4.12 1 CIRCULAR 3 7.07 0.75 3 1 198.73 2 CIRCULAR 3 7.07 0.75 3 1 195.19 3 CIRCULAR 2 3.14 0.5 2 1 43.15 4 CIRCULAR 2 3.14 0.5 2 1 21.92 5 CIRCULAR 3 7.07 0.75 3 1 101.57 6 CIRCULAR 2 3.14 0.5 2 1 61.55 7 CIRCULAR 4 12.57 1 4 1 390.81 8 CIRCULAR 4 12.57 1 4 1 398.3 13 CIRCULAR 4 12.57 1 4 1 346.86 14 CIRCULAR 2 3.14 0.5 2 1 52.7 15 CIRCULAR 2 3.14 0.5 2 1 52.7 16 CIRCULAR 2 3.14 0.5 2 1 27.83 17 CIRCULAR 2 3.14 0.5 2 1 27.83 18 CIRCULAR 2 3.14 0.5 2 1 27.24 20 CIRCULAR 4 12.57 1 4 1 301.16 21 CIRCULAR 4 12.57 1 4 1 117.07 22 CIRCULAR 2 3.14 0.5 2 1 17.45 23 CIRCULAR 2 3.14 0.5 2 1 143.48 24 CIRCULAR 4 12.57 1 4 1 430.72 25 CIRCULAR 4 12.57 1 4 1 319.75 26 DUMMY 0 0 0 0 1 0 27 DUMMY 0 0 0 0 1 0 Core Spaces - Proposed 100 YR -SWMM Model.txt 29 CIRCULAR 4 12.57 1 4 1 211.43 30 CIRCULAR 4 12.57 1 4 1 102.94 32 CIRCULAR 2 3.14 0.5 2 1 49.99 33 CIRCULAR 2 3.14 0.5 2 1 75.35 35 CIRCULAR 4 12.57 1 4 1 128.51 36 CIRCULAR 4 12.57 1 4 1 212.29 37 CIRCULAR 2 3.14 0.5 2 1 45.26 38 CIRCULAR 2 3.14 0.5 2 1 45.26 39 CIRCULAR 4 12.57 1 4 1 120.01 40 CIRCULAR 1 0.79 0.25 1 1 6.91 41 CIRCULAR 2 3.14 0.5 2 1 64.59 42 CIRCULAR 3 7.07 0.75 3 1 76.03 43 CIRCULAR 4 12.57 1 4 1 193.92 44 CIRCULAR 3 7.07 0.75 3 1 60.21 46 CIRCULAR 4 12.57 1 4 1 105.68 47 CIRCULAR 4 12.57 1 4 1 108.38 48 CIRCULAR 4 12.57 1 4 1 183.07 49 CIRCULAR 3 7.07 0.75 3 1 146.19 50 DUMMY 0 0 0 0 1 0 51 CIRCULAR 4 12.57 1 4 1 192.73 **************** Transect Summary **************** Transect L100_SF Area: 0.0018 0.0052 0.011 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 0.922 0.9478 0.9737 1 Hrad: 0.0193 0.0359 0.0452 0.066 0.0858 0.0881 0.1045 0.123 0.1424 0.1631 0.1855 0.2076 0.2296 0.2514 0.273 0.2943 0.314 0.3335 0.3527 0.3718 0.391 0.41 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 0.86 0.8809 0.9015 0.9218 0.9418 0.9615 0.9809 1 Width: 0.1042 0.1625 0.2719 0.3202 0.3822 0.6139 0.6405 0.6627 0.6811 0.694 0.7001 0.7061 0.7122 0.7182 0.7243 0.7304 0.7399 0.7495 0.759 0.7685 0.7775 0.7865 0.7954 0.8044 0.8132 0.8219 0.8306 0.8392 0.847 0.8513 0.8557 0.86 0.8643 0.8686 0.8729 0.8773 0.8816 0.8872 0.896 0.9048 0.9135 0.9223 0.9314 0.9404 0.9495 0.9586 0.9686 0.9791 0.9895 1 Transect L310_SF Area: 0.0011 0.0039 0.0078 0.014 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 0.231 0.2487 0.2666 0.2848 0.3032 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.3218 0.3406 0.3597 0.3791 0.3988 0.4187 0.439 0.4597 0.4809 0.5025 0.5246 0.5471 0.5702 0.5939 0.6184 0.6436 0.6697 0.6968 0.725 0.7556 0.7875 0.8212 0.8629 0.9222 1 Hrad: 0.0183 0.0428 0.0647 0.0729 0.1012 0.1308 0.1591 0.1862 0.198 0.2086 0.2291 0.2498 0.2747 0.299 0.3227 0.3457 0.3625 0.3794 0.4038 0.4327 0.4611 0.4892 0.5168 0.5441 0.571 0.5975 0.6224 0.6467 0.6708 0.6946 0.7181 0.744 0.7718 0.7988 0.825 0.8506 0.8755 0.8997 0.9174 0.9343 0.9506 0.966 0.9807 0.9972 1.0199 1.0418 1.0597 1.0583 1.0407 1 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 0.159 0.1649 0.1709 0.1801 0.1892 0.1943 0.1967 0.1992 0.2016 0.2041 0.2065 0.209 0.2114 0.2145 0.2177 0.2209 0.2241 0.2273 0.2316 0.2368 0.242 0.2472 0.2524 0.2576 0.2641 0.2725 0.2811 0.2897 0.3007 0.3121 0.332 0.3533 0.3682 0.3963 0.5978 0.7781 1 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 0.47 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 0.873 0.8975 0.9224 0.9478 0.9737 1 Hrad: 0.0106 0.024 0.0465 0.0661 0.087 0.1081 0.1298 0.1512 0.1724 0.1919 0.2011 0.2205 0.243 0.2653 0.2874 0.3093 0.3312 0.3535 0.3763 0.399 0.4216 0.4441 0.4666 0.4877 0.5096 0.5314 0.5532 0.5749 0.5966 0.6183 0.6397 0.6609 0.682 0.703 0.7238 0.7412 0.761 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 Width: 0.2509 0.5088 0.5248 0.563 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 0.756 0.775 0.7785 0.7819 0.7853 0.7888 0.7922 0.7956 0.8009 0.8069 0.813 0.819 0.825 0.8628 0.8693 0.8758 0.8823 0.889 0.8959 0.903 0.9102 0.9181 0.9267 0.9354 0.958 0.9732 0.9926 1 Transect L320_SF Area: 0.0003 0.001 0.0023 0.0041 0.0064 0.009 0.0121 0.0155 0.0193 0.0235 0.0281 0.033 0.0384 0.0441 0.0503 0.0568 0.0638 0.0712 0.0791 0.0874 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.644 0.6912 0.7392 0.7889 0.8402 0.8925 0.9455 1 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 0.439 0.4604 0.4823 0.504 0.5258 0.5477 0.5808 0.6187 0.6551 0.6902 0.7241 0.7539 0.7639 0.7745 0.7844 0.792 0.7934 0.7814 0.7746 0.776 0.7839 0.7949 0.8096 0.8252 0.8411 0.8583 0.8777 0.8981 0.9155 0.9356 0.959 0.982 1 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 0.146 0.1541 0.1622 0.1704 0.1785 0.1854 0.1916 0.1978 0.204 0.2102 0.236 0.3196 0.3604 0.3992 0.4437 0.5071 0.6027 0.6603 0.6908 0.713 0.7376 0.7547 0.78 0.8099 0.837 0.857 0.8764 0.9117 0.9356 0.9477 0.9645 1 Transect L324_SF Area: 0.0004 0.0016 0.0036 0.0064 0.01 0.0144 0.0196 0.0256 0.0324 0.04 0.0484 0.0576 0.0676 0.0784 0.09 0.1024 0.1156 0.1296 0.1444 0.16 0.1764 0.1936 0.2116 0.2304 0.25 0.2704 0.2916 0.3136 0.3364 0.36 0.3844 0.4096 0.4356 0.4624 0.49 0.5184 0.5476 0.5776 0.6084 0.64 0.6724 0.7056 0.7396 0.7744 0.81 0.8464 0.8836 0.9216 0.9604 1 Hrad: 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2 0.22 0.24 0.26 0.28 0.3 0.32 0.34 0.36 0.38 0.4 0.42 0.44 0.46 0.48 0.5 0.52 0.54 0.56 0.58 0.6 0.62 0.64 0.66 0.68 0.7 0.72 0.74 0.76 0.78 0.8 0.82 0.84 0.86 0.88 0.9 0.92 0.94 0.96 0.98 1 Width: 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2 0.22 0.24 0.26 0.28 0.3 0.32 0.34 0.36 0.38 0.4 0.42 0.44 0.46 0.48 0.5 0.52 0.54 0.56 0.58 0.6 0.62 0.64 0.66 0.68 0.7 0.72 0.74 0.76 0.78 0.8 0.82 0.84 0.86 0.88 0.9 0.92 0.94 0.96 0.98 1 Transect L326_SF Area: 0.002 0.0049 0.0086 0.0139 0.0203 0.0272 0.0348 0.0429 0.0515 0.0608 0.0709 0.082 0.0945 0.108 0.122 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.1365 0.1515 0.1668 0.1826 0.1989 0.2158 0.2333 0.2513 0.27 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 0.728 0.7608 0.7939 0.8274 0.8611 0.8951 0.9295 0.9643 1 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 0.657 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 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 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 Transect L340_SF Area: 0.0006 0.0017 0.0032 0.005 0.0072 0.0101 0.0138 0.0184 0.0239 0.0304 0.038 0.0471 0.0576 0.0695 0.086 0.1043 0.1242 0.1458 0.1688 0.1933 0.2185 0.2439 0.2694 0.295 0.3209 0.3469 0.373 0.3994 0.4258 0.4524 0.4791 0.506 0.5329 0.56 0.5871 0.6142 0.6414 0.6687 0.696 0.7233 0.7507 0.7781 0.8056 0.8331 0.8607 0.8883 0.9161 0.944 0.9719 1 Hrad: 0.012 0.0297 0.0489 0.071 0.092 0.1096 0.1233 0.1365 0.1498 0.1651 0.1814 0.1968 0.2118 0.2266 0.2243 0.2318 0.231 0.2338 0.236 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 0.677 0.7024 0.7279 0.7532 0.7786 0.8039 0.8291 0.8543 0.8793 0.9036 0.9279 0.952 0.9761 1 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 0.483 0.6364 0.6744 0.7343 0.7983 0.8418 0.8933 0.899 0.9047 0.9104 0.9161 0.9218 0.9274 0.933 0.9385 0.9439 0.948 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 Transect L346_SF Area: 0.0016 0.0038 0.0066 0.0101 0.014 0.0183 0.0229 0.0278 0.0331 0.0387 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.0448 0.0512 0.0582 0.0656 0.0735 0.0818 0.0907 0.0999 0.1105 0.122 0.134 0.1463 0.16 0.1759 0.1981 0.2241 0.2511 0.279 0.3073 0.3362 0.3654 0.395 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 0.893 0.9285 0.9642 1 Hrad: 0.0146 0.0293 0.0444 0.0609 0.0784 0.0974 0.116 0.1344 0.1525 0.1705 0.184 0.1981 0.2129 0.2285 0.2452 0.2611 0.2772 0.2933 0.2755 0.2969 0.3181 0.34 0.3591 0.3448 0.34 0.2853 0.3163 0.3474 0.3788 0.4104 0.442 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 0.881 0.9106 0.9404 0.9702 1 Width: 0.053 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 0.351 0.4116 0.5226 0.7023 0.7375 0.7676 0.7856 0.7975 0.8093 0.821 0.8327 0.8481 0.8639 0.8798 0.8886 0.896 0.9089 0.9322 0.9459 0.9524 0.959 0.9655 0.9721 0.9787 0.9852 0.9899 0.9932 0.9966 1 Transect L350_SF Area: 0.0021 0.0112 0.0251 0.0402 0.0564 0.0736 0.0917 0.1102 0.1289 0.148 0.1674 0.1873 0.2076 0.2281 0.2487 0.2694 0.2903 0.3113 0.3324 0.3536 0.375 0.3964 0.418 0.4395 0.461 0.4826 0.5041 0.5256 0.5472 0.5687 0.5902 0.6118 0.6333 0.6549 0.6764 0.698 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 Hrad: 0.0103 0.0207 0.0425 0.0647 0.0858 0.1056 0.1247 0.1439 0.163 0.1816 0.1983 0.2149 0.2351 0.2569 0.2785 0.3 0.3213 0.3424 0.3633 0.3841 0.4048 0.4253 0.4459 0.4665 0.4871 0.5077 0.5283 0.549 0.5696 0.5902 0.6108 0.6314 0.652 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 Width: 0.2407 0.6149 0.6722 0.726 0.7763 0.8192 0.8489 0.8619 0.875 0.8897 0.9118 0.9339 0.9451 0.951 0.9569 0.9628 0.9687 0.9747 0.9806 0.9865 0.9924 0.997 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 0.999 0.9991 0.9992 0.9994 0.9995 0.9996 0.9997 0.9998 0.9999 1 Transect L360_SF Area: 0.0015 0.0079 0.0163 0.0269 0.0399 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.0537 0.068 0.0825 0.0974 0.1129 0.1286 0.1445 0.1606 0.1769 0.1933 0.2101 0.227 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 0.603 0.6271 0.6516 0.6764 0.7016 0.7273 0.7537 0.7803 0.8072 0.8341 0.8612 0.8886 0.9162 0.944 0.9718 1 Hrad: 0.0121 0.0255 0.0476 0.061 0.0755 0.098 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 0.624 0.6437 0.663 0.683 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 Width: 0.141 0.2849 0.3112 0.4327 0.479 0.4968 0.5069 0.518 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 0.7398 0.7487 0.7701 0.7801 0.7894 0.804 0.8183 0.8241 0.8332 0.8442 0.8563 0.8665 0.8814 0.8986 0.9176 0.936 0.9423 0.9476 0.9526 0.9576 0.9692 0.9759 0.981 0.9836 1 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 Hrad: 0.0144 0.028 0.045 0.0594 0.0751 0.0925 0.1048 0.118 0.1414 0.1593 0.1743 0.1906 0.2117 0.2299 0.2493 0.271 0.2929 0.3145 0.3362 0.358 0.3804 0.4028 0.4251 0.4474 0.4695 0.491 0.5123 0.5336 0.5559 0.5786 0.6013 0.6239 0.6464 0.6689 0.6913 0.7136 0.7358 0.758 0.7801 0.8021 0.8229 0.8421 0.8612 0.8802 0.9002 0.9203 0.9404 0.9604 0.9802 1 Width: 0.0475 0.1103 0.1529 0.2364 0.2881 0.3315 0.4136 0.448 0.4856 0.5786 0.6426 0.6716 0.7266 0.7879 0.7978 0.8027 0.8088 0.8185 0.8282 0.838 0.845 0.8518 0.8587 0.8655 0.8728 0.8821 0.8913 0.9005 0.9051 0.9077 0.9103 0.913 0.9156 0.9182 0.9208 0.9234 0.9261 0.9287 0.9313 0.9339 0.9391 0.9479 0.9567 0.9656 0.972 0.9776 0.9832 0.9888 0.9944 1 Transect L362_SF Area: Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.2675 0.2863 0.3057 0.3258 0.3464 0.3675 0.389 0.4109 0.4332 0.4558 0.479 0.5041 0.5295 0.5549 0.5807 0.6068 0.6333 0.66 0.687 0.7143 0.7419 0.7698 0.7981 0.8265 0.8551 0.8838 0.9126 0.9416 0.9707 1 Hrad: 0.0196 0.0309 0.0531 0.0774 0.1006 0.1231 0.1453 0.1678 0.1896 0.2113 0.2351 0.259 0.2824 0.3055 0.3282 0.3507 0.3731 0.3909 0.4063 0.4205 0.432 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 0.725 0.7461 0.767 0.7876 0.808 0.8284 0.8533 0.8781 0.9027 0.9272 0.9516 0.9758 1 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 0.874 0.8847 0.8955 0.9058 0.9159 0.9259 0.936 0.9463 0.9566 0.9668 0.9715 0.9763 0.981 0.9858 0.9905 0.9953 1 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 0.214 0.2326 0.2515 0.2707 0.29 0.3096 0.3293 0.3493 0.3695 0.3899 0.4106 0.4314 0.4525 0.4737 0.495 0.5165 0.538 0.5597 0.5815 0.6034 0.6255 0.6477 0.67 0.6927 0.7156 0.7389 0.7624 0.7863 0.8106 0.8354 0.8607 0.8866 0.9132 0.9404 0.969 1 Hrad: 0.0169 0.026 0.0425 0.0538 0.0697 0.0969 0.1239 0.1505 0.1775 0.205 0.2319 0.2582 0.284 0.3094 0.3344 0.359 0.3832 0.407 0.4305 0.4536 0.4764 0.4989 0.5211 0.543 0.5646 0.5858 0.6069 0.6279 0.6488 0.6695 0.6902 0.7107 0.731 0.7513 0.7714 0.7913 0.8104 0.8293 0.8477 0.8658 0.8832 0.9003 0.9167 0.9324 0.9474 0.961 0.9745 0.9874 0.9936 1 Width: 0.0912 0.2067 0.2932 0.4181 0.5149 0.52 0.5251 0.5301 0.5365 0.545 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 0.682 0.6857 0.6895 0.6932 0.697 0.7016 0.7103 0.719 0.7276 0.7373 0.7487 0.7602 0.7733 0.7885 0.8059 0.8293 0.8484 0.8665 0.9451 1 Transect L363_SF2 Core Spaces - Proposed 100 YR -SWMM Model.txt Area: 0.0005 0.003 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 0.288 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 0.659 0.6882 0.7174 0.7469 0.7766 0.8069 0.8379 0.8695 0.9015 0.9339 0.9667 1 Hrad: 0.0156 0.0337 0.0598 0.0668 0.0838 0.1006 0.128 0.1576 0.1839 0.176 0.1963 0.2181 0.2392 0.2652 0.2893 0.3087 0.3298 0.3531 0.3625 0.383 0.4041 0.4311 0.456 0.4764 0.4865 0.5114 0.5337 0.5529 0.5702 0.5879 0.614 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 Width: 0.0312 0.0895 0.1043 0.1644 0.1994 0.241 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 0.647 0.661 0.6786 0.6985 0.7178 0.7266 0.738 0.7569 0.7723 0.7868 0.8292 0.8463 0.8587 0.8681 0.873 0.8779 0.8827 0.8949 0.9158 0.9373 0.952 0.9618 0.9743 0.9881 1 Transect L363_SF3 Area: 0.0006 0.003 0.006 0.0101 0.015 0.0206 0.0267 0.0333 0.0404 0.0482 0.0568 0.0658 0.0753 0.085 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 0.397 0.4208 0.4458 0.4714 0.4977 0.5255 0.5552 0.5867 0.6189 0.6514 0.684 0.718 0.7525 0.7872 0.822 0.857 0.8923 0.9279 0.9638 1 Hrad: 0.0128 0.0416 0.0582 0.0887 0.1154 0.1402 0.1589 0.1913 0.2216 0.2485 0.2742 0.3 0.3258 0.3492 0.373 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 0.772 0.7425 0.7013 0.7296 0.7588 0.7879 0.78 0.8103 0.8406 0.8699 0.8987 0.9253 0.951 0.9764 1 Width: 0.0506 0.0735 0.1067 0.12 0.1445 0.161 0.1744 0.1875 0.2005 0.2318 0.2428 0.2538 0.2632 0.2738 0.2836 0.3363 0.3624 0.3855 0.427 0.5154 0.5535 0.5574 0.5723 0.575 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 0.889 0.8941 0.8992 0.9454 0.9497 0.9539 0.9591 0.9648 0.9725 0.9811 0.9897 1 Core Spaces - Proposed 100 YR -SWMM Model.txt Transect L366_SF Area: 0.0027 0.0084 0.0154 0.0244 0.0355 0.0487 0.064 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 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 0.947 0.9733 1 Hrad: 0.0155 0.0372 0.0548 0.0677 0.0816 0.095 0.1098 0.1348 0.1601 0.1848 0.209 0.2328 0.2562 0.2792 0.3018 0.3271 0.3526 0.3775 0.4017 0.4253 0.4483 0.4707 0.4926 0.514 0.5348 0.5558 0.5773 0.5984 0.619 0.6393 0.6591 0.6786 0.6977 0.7168 0.7357 0.7546 0.7733 0.7919 0.8104 0.8287 0.847 0.8651 0.8831 0.9009 0.9184 0.9353 0.9519 0.9683 0.9843 1 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 0.685 0.6949 0.7049 0.715 0.7251 0.7351 0.7452 0.7553 0.7655 0.7757 0.7859 0.796 0.8061 0.8165 0.8278 0.839 0.8503 0.8615 0.8728 0.8795 0.885 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 Transect L366_SF2 Area: 0.0005 0.002 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 0.304 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 0.798 0.8362 0.8759 0.9168 0.9582 1 Hrad: 0.021 0.0413 0.0717 0.0985 0.1198 0.1375 0.1538 0.1721 0.1923 0.1967 0.218 0.242 0.2639 0.294 0.3246 0.346 0.3459 0.3656 0.3983 0.4303 0.4541 0.4645 0.4802 0.49 0.512 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 0.799 0.8033 0.8241 0.8365 0.857 0.8813 0.9016 0.8989 0.9113 0.9343 0.9672 1 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 0.4 0.4231 0.4521 0.4705 0.4886 0.5095 0.5284 0.5409 0.5516 0.5613 0.5817 0.6033 0.637 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 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.107 0.1211 0.1367 0.1538 0.1715 0.1894 0.2075 0.226 0.2452 0.2662 0.2886 0.3124 0.3368 0.3615 0.3863 0.4114 0.437 0.4631 0.4902 0.5177 0.5455 0.5734 0.6014 0.6297 0.658 0.6869 0.7165 0.7467 0.7773 0.8082 0.8395 0.8712 0.9031 0.9352 0.9675 1 Hrad: 0.0164 0.0339 0.0505 0.078 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 0.425 0.405 0.426 0.4206 0.4495 0.4782 0.5066 0.5323 0.5549 0.5687 0.5869 0.6118 0.641 0.67 0.6989 0.7276 0.756 0.767 0.7798 0.8022 0.8257 0.8486 0.8709 0.8939 0.9206 0.9472 0.9737 1 Width: 0.0451 0.0915 0.1384 0.1503 0.1622 0.178 0.1949 0.2435 0.2595 0.2708 0.2827 0.3119 0.3505 0.389 0.4225 0.4414 0.5143 0.5367 0.5452 0.5533 0.5614 0.5694 0.6202 0.668 0.7073 0.7465 0.7529 0.7593 0.7658 0.776 0.7905 0.8173 0.8379 0.8488 0.8534 0.858 0.8626 0.8672 0.872 0.8971 0.9204 0.9323 0.9427 0.9534 0.9648 0.9753 0.9815 0.9877 0.9938 1 Transect L367_SF Area: 0.0035 0.0118 0.021 0.0309 0.0412 0.052 0.0632 0.0749 0.087 0.0995 0.1124 0.1258 0.1395 0.1535 0.1677 0.1823 0.1974 0.2129 0.229 0.2455 0.2627 0.2806 0.2991 0.3184 0.3384 0.359 0.3801 0.4015 0.4234 0.4458 0.4688 0.4929 0.5177 0.5432 0.5693 0.596 0.6231 0.6508 0.6789 0.7073 0.7358 0.7644 0.793 0.8219 0.8509 0.8802 0.9098 0.9396 0.9697 1 Hrad: 0.0152 0.0391 0.0634 0.0897 0.1152 0.1398 0.1635 0.1873 0.2104 0.233 0.2551 0.2766 0.2982 0.3199 0.3414 0.359 0.3747 0.3904 0.406 0.4192 0.43 0.441 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 0.813 0.8355 0.8577 0.8771 0.8969 0.9171 0.9375 0.9582 0.979 1 Width: 0.2303 0.2878 0.3157 0.3317 0.3468 0.3619 0.3769 0.3906 0.4041 0.4175 0.431 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 0.805 0.8265 0.848 0.8689 0.8844 0.8999 0.9155 0.931 0.9358 0.9377 0.9396 0.9427 0.9509 0.9591 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.9673 0.9755 0.9836 0.9918 1 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 0.335 0.3582 0.3817 0.4055 0.4296 0.4541 0.4789 0.504 0.5295 0.5553 0.5815 0.608 0.6349 0.6621 0.6898 0.718 0.7466 0.7757 0.8053 0.8354 0.8662 0.8979 0.9306 0.9645 1 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 0.614 0.6282 0.6434 0.6596 0.6761 0.6922 0.7089 0.7261 0.7437 0.7617 0.78 0.7986 0.8174 0.8345 0.8495 0.8648 0.8805 0.8966 0.9129 0.9283 0.9309 0.935 0.9404 0.9692 1 Width: 0.1175 0.1616 0.2057 0.2458 0.261 0.272 0.283 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 0.697 0.7065 0.716 0.7255 0.735 0.7445 0.7556 0.7687 0.7819 0.795 0.8082 0.8213 0.8355 0.8613 0.887 0.9128 0.9549 1 Transect L374_SF Area: 0.0008 0.0029 0.0063 0.0113 0.0187 0.027 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 0.325 0.3442 0.3636 0.3841 0.4075 0.4326 0.4583 0.4847 0.512 0.5398 0.5678 0.5958 0.624 0.6541 0.6847 0.7156 0.7467 0.7779 0.8093 0.8408 0.8724 0.9041 0.936 0.9679 1 Hrad: 0.0171 0.0356 0.0535 0.0691 0.085 0.1052 0.1269 0.1488 0.1708 0.1802 0.209 0.2372 0.2609 0.284 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 0.6526 0.6822 0.7116 0.6896 0.716 0.7422 0.7693 0.7985 0.8276 0.8566 0.8854 0.9142 0.9429 0.9715 1 Width: 0.0475 0.0832 0.1255 0.2011 0.2455 0.273 0.2975 0.3194 0.3395 0.3807 0.3875 0.3944 0.408 0.4217 0.4388 0.4584 0.478 0.5 0.5252 0.5491 0.5736 0.5845 0.5877 0.5908 0.594 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 0.949 0.9567 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.9645 0.9709 0.9745 0.9782 0.9818 0.9855 0.9891 0.9927 0.9964 1 Transect L375_SF Area: 0.0013 0.0032 0.0058 0.009 0.0129 0.0177 0.0232 0.0296 0.0367 0.0444 0.0536 0.064 0.0752 0.0872 0.1 0.1145 0.132 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 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 0.257 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 0.588 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 0.87 0.8975 0.9258 0.9539 0.9774 1 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 0.717 0.7242 0.7313 0.7407 0.7577 0.7753 0.7958 0.8348 0.8641 0.89 0.9097 0.9277 0.9453 0.9551 0.9638 0.9726 0.986 1 Transect L380_SF Area: 0.0006 0.0054 0.0144 0.0271 0.0413 0.056 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 0.374 0.3951 0.4166 0.4384 0.4604 0.4827 0.5053 0.5281 0.551 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 Hrad: 0.0104 0.019 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 0.374 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 0.883 0.9026 0.9212 0.9439 0.9593 0.9782 1 Width: 0.0631 0.2744 0.438 0.5043 0.5456 0.5667 0.582 0.5951 0.6109 0.6206 0.6276 0.6322 0.637 0.6423 0.6497 0.657 0.665 0.676 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 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 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 0.609 0.6309 0.6528 0.6749 0.6971 0.7195 0.742 0.7646 0.7874 0.8104 0.8335 0.8568 0.8802 0.9037 0.9274 0.9513 0.9753 1 Hrad: 0.0124 0.0313 0.0468 0.0677 0.0928 0.1175 0.1419 0.1659 0.1896 0.213 0.2361 0.2584 0.2798 0.301 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 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 0.808 0.8123 0.8165 0.8208 0.8251 0.8293 0.8336 0.8378 0.842 0.8461 0.8517 0.8575 0.8632 0.869 0.8747 0.8805 0.8862 0.892 0.8977 0.9035 0.9092 0.9149 0.9207 1 Transect L384_SF Area: 0.0015 0.0049 0.0092 0.0143 0.0202 0.0266 0.0336 0.0411 0.0493 0.058 0.0673 0.0774 0.0883 0.1002 0.113 0.1273 0.1431 0.1603 0.1789 0.1992 0.2211 0.2434 0.266 0.2888 0.3119 0.3352 0.3588 0.3827 0.4068 0.4312 0.4559 0.4808 0.506 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 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 0.848 0.8774 0.9038 0.9301 0.9561 0.982 1.0077 1.0332 1.0586 1.0839 1.0933 1.0957 1.101 1.1016 1.1034 1 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 0.383 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 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.6313 0.638 0.6447 0.6513 0.658 0.6656 0.6753 0.685 0.6946 0.7043 0.714 0.7237 0.7334 0.7431 0.7636 0.7898 0.8143 0.8432 0.872 1 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 0.096 0.109 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 0.61 0.6423 0.675 0.7081 0.7417 0.7757 0.8105 0.8464 0.8834 0.9214 0.9602 1 Hrad: 0.0218 0.0435 0.0675 0.0938 0.1186 0.1425 0.169 0.1979 0.2257 0.2527 0.279 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 0.757 0.7897 0.822 0.854 0.8858 0.9172 0.9484 0.9766 0.9893 1.0026 1.0179 1.0365 1.0552 1 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 0.27 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 0.507 0.52 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 0.8426 0.8664 0.8874 0.9085 1 Transect L386_SF2 Area: 0.0012 0.0059 0.0117 0.0197 0.0294 0.04 0.0551 0.071 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 0.629 0.6526 0.6763 0.7002 0.7242 0.7484 0.7727 0.7972 0.8218 0.8467 0.8717 0.897 0.9224 0.9481 0.9739 1 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 0.537 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 0.964 0.982 1 Width: 0.0938 0.2047 0.2531 0.3611 0.3819 0.4958 0.6013 0.6191 0.6447 0.6704 0.688 0.7048 0.7216 0.737 0.7443 0.7516 0.7589 0.7662 0.7735 0.7808 0.788 0.7953 0.804 0.8143 0.8246 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.8349 0.8451 0.8554 0.8645 0.8706 0.8764 0.882 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 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 0.292 0.3128 0.334 0.3554 0.377 0.3988 0.421 0.4435 0.4663 0.4893 0.5125 0.536 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 0.875 0.8998 0.9248 0.9498 0.9749 1 Hrad: 0.0141 0.0194 0.0347 0.052 0.0681 0.0881 0.1038 0.1215 0.1439 0.1638 0.1837 0.2064 0.219 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 0.553 0.5713 0.5903 0.6146 0.6388 0.663 0.6872 0.711 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 Width: 0.0528 0.2483 0.3493 0.428 0.4903 0.5215 0.5741 0.6137 0.6266 0.6483 0.6681 0.6768 0.7167 0.7352 0.7476 0.7587 0.773 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 Transect L400_SF Area: 0.0002 0.0019 0.0043 0.0077 0.0128 0.021 0.0313 0.0432 0.0573 0.0724 0.0883 0.1051 0.1224 0.14 0.1577 0.1757 0.1942 0.2133 0.2327 0.2529 0.2737 0.295 0.3168 0.339 0.3621 0.3855 0.4091 0.433 0.4573 0.4818 0.5066 0.5317 0.5569 0.5822 0.6079 0.6339 0.6599 0.6859 0.7119 0.738 0.7641 0.7902 0.8163 0.8425 0.8687 0.8949 0.9211 0.9474 0.9737 1 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 0.34 0.3524 0.376 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 0.691 0.7144 0.738 0.7617 0.7854 0.8092 0.8331 0.857 0.881 0.905 0.929 0.9531 0.9772 1 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 0.708 0.7279 0.7408 0.7824 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 Transect L401_SF Area: 0.0011 0.0034 0.0062 0.0091 0.0124 0.0161 0.0214 0.0281 0.0363 0.0455 0.057 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 0.364 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 0.775 0.8069 0.8389 0.8709 0.9031 0.9353 0.9676 1 Hrad: 0.0198 0.0423 0.0701 0.0961 0.1208 0.1418 0.1524 0.1614 0.171 0.1818 0.1844 0.1918 0.2066 0.223 0.2394 0.2522 0.2812 0.3105 0.3395 0.3683 0.3963 0.4222 0.4479 0.4751 0.502 0.5276 0.5098 0.5365 0.5631 0.5895 0.6146 0.6389 0.6284 0.6537 0.678 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 Width: 0.0562 0.0809 0.0882 0.0953 0.1024 0.1409 0.1886 0.2219 0.2686 0.305 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 0.939 0.9522 0.9654 0.9772 0.9795 0.9817 0.9839 0.9866 0.9893 0.9919 0.9946 0.9973 1 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 0.034 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 0.539 0.5718 0.6046 0.6375 0.6703 0.7032 0.7361 0.769 0.8019 0.8349 0.8679 0.9009 0.9339 0.9669 1 Hrad: 0.0237 0.048 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 0.553 0.5738 0.5961 0.6201 0.645 0.6705 0.6964 0.7228 0.7496 0.7766 0.804 0.8315 0.8592 0.8871 0.9152 0.9433 0.9716 1 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 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.3825 0.4231 0.477 0.5291 0.577 0.5967 0.604 0.6145 0.6249 0.686 0.7248 0.7395 0.7922 0.8226 0.8454 0.8528 0.8935 0.9592 0.9808 0.9908 0.9914 0.992 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 Transect L444_SF Area: 0.0016 0.0051 0.0093 0.0142 0.0198 0.0262 0.0334 0.0411 0.0495 0.0585 0.069 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 0.59 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 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 0.576 0.5997 0.6234 0.6471 0.6709 0.6947 0.7185 0.7423 0.7641 0.784 0.8035 0.8222 0.8418 0.8637 0.8855 0.9073 0.9288 0.9387 0.9592 0.9797 1 Width: 0.083 0.1323 0.1574 0.1815 0.1971 0.2382 0.2564 0.2678 0.3025 0.3163 0.3995 0.5008 0.524 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 0.88 0.8825 0.885 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 Transect L450_SF Area: 0.001 0.003 0.0056 0.0099 0.0159 0.023 0.0312 0.0399 0.0491 0.0591 0.0702 0.082 0.0945 0.108 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 0.373 0.397 0.4212 0.4458 0.4706 0.4957 0.5211 0.5468 0.5737 0.6009 0.6283 0.656 0.6841 0.7128 0.7425 0.7728 0.8037 0.8351 0.8672 0.9002 0.9333 0.9666 1 Hrad: 0.022 0.0445 0.0666 0.0708 0.0785 0.0993 0.1227 0.1507 0.1734 0.1878 0.2032 0.226 0.2392 0.262 0.277 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 0.844 0.8642 0.884 0.8908 0.9113 0.941 0.9705 1 Width: 0.0475 0.0671 0.0932 0.157 0.203 0.2313 0.2547 0.2652 0.2831 0.3151 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.3455 0.3631 0.3953 0.4125 0.4415 0.4641 0.4769 0.5068 0.5236 0.536 0.5764 0.5936 0.5987 0.6273 0.6393 0.6702 0.6979 0.7106 0.7211 0.7293 0.7375 0.7456 0.754 0.7636 0.7745 0.809 0.8165 0.824 0.8316 0.8452 0.8702 0.8984 0.916 0.9304 0.945 0.9739 0.9881 0.9921 0.996 1 Transect L452_SF Area: 0.0017 0.0038 0.0064 0.0094 0.0128 0.0168 0.0216 0.027 0.0327 0.0388 0.0452 0.052 0.059 0.0664 0.0741 0.0823 0.0911 0.1005 0.1104 0.121 0.1321 0.1437 0.1557 0.1681 0.181 0.1944 0.2084 0.2239 0.2458 0.2699 0.295 0.3214 0.3498 0.3799 0.4116 0.4462 0.4824 0.5192 0.5565 0.5943 0.6325 0.6721 0.7124 0.753 0.7937 0.8346 0.8757 0.9169 0.9584 1 Hrad: 0.0347 0.0646 0.0912 0.1159 0.1387 0.151 0.1655 0.1895 0.217 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 0.723 0.7346 0.7484 0.7645 0.7821 0.8008 0.8133 0.834 0.8559 0.8785 0.9019 0.9258 0.9502 0.9749 1 Width: 0.0466 0.0566 0.0666 0.0767 0.0871 0.1051 0.123 0.1342 0.142 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 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 Hrad: 0.0155 0.0352 0.0541 0.069 0.0726 0.0819 0.1014 0.1154 0.1255 0.1303 0.1537 0.181 0.207 0.2325 0.2575 0.2483 0.2618 0.2788 0.2773 0.2836 0.2966 0.3061 0.329 0.3531 0.379 0.4063 0.4334 0.4603 0.487 0.5135 0.5389 0.5626 0.5861 0.6095 0.6335 0.6572 0.6808 0.7043 0.728 0.7515 0.7749 0.7981 0.8236 0.8491 0.8746 0.8999 0.9251 0.9502 0.9752 1 Width: 0.0433 0.0662 0.0861 0.1091 0.1596 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.2107 0.2371 0.2751 0.3249 0.398 0.4181 0.4246 0.4331 0.4417 0.4502 0.525 0.5598 0.5871 0.6556 0.7151 0.7574 0.8112 0.829 0.8427 0.8513 0.8563 0.8612 0.8661 0.871 0.8759 0.8826 0.8916 0.9007 0.9096 0.9174 0.9251 0.9329 0.9406 0.9477 0.9548 0.9619 0.969 0.9732 0.977 0.9808 0.9847 0.9885 0.9923 0.9962 1 Transect L508_SF Area: 0.001 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 0.421 0.4442 0.4677 0.4915 0.5156 0.5399 0.5643 0.5888 0.6134 0.638 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 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 0.552 0.5723 0.5923 0.612 0.6315 0.6514 0.672 0.6926 0.7132 0.7337 0.7542 0.7747 0.7951 0.8151 0.8348 0.8545 0.8739 0.893 0.9118 0.9304 0.9485 0.9663 0.9834 1 Width: 0.0569 0.1145 0.1675 0.216 0.2827 0.3512 0.4824 0.5527 0.566 0.5791 0.5918 0.6034 0.6151 0.6289 0.643 0.6579 0.6811 0.7053 0.7287 0.7444 0.7563 0.7681 0.7799 0.7915 0.8032 0.8148 0.826 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 0.958 0.9694 0.9838 1 Transect L510_SF Area: 0.0002 0.001 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 0.083 0.0944 0.1066 0.1198 0.1339 0.149 0.1653 0.1828 0.2016 0.2217 0.2436 0.2675 0.2943 0.3229 0.354 0.389 0.4241 0.4592 0.4944 0.5298 0.5652 0.6007 0.6363 0.6719 0.7077 0.7435 0.7794 0.8156 0.852 0.8886 0.9255 0.9626 1 Hrad: 0.0261 0.0522 0.0783 0.1043 0.1304 0.1624 0.1941 0.2247 0.2538 0.282 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 0.457 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 Width: Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.227 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 0.741 0.7854 0.9201 0.9346 0.9369 0.9392 0.9414 0.9437 0.946 0.9482 0.9505 0.9528 0.955 0.9573 0.9618 0.9682 0.9745 0.9809 0.9873 0.9936 1 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 0.357 0.3801 0.4035 0.4273 0.4517 0.4768 0.5028 0.5297 0.5568 0.584 0.6112 0.6384 0.6657 0.6931 0.7205 0.748 0.7756 0.8032 0.8308 0.8586 0.8865 0.9146 0.9429 0.9714 1 Hrad: 0.0236 0.0429 0.0604 0.074 0.0795 0.0896 0.0967 0.1102 0.1318 0.1527 0.1752 0.1982 0.2206 0.2423 0.2665 0.29 0.3131 0.3357 0.352 0.3673 0.3823 0.397 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 0.775 0.8011 0.8271 0.8529 0.8779 0.9027 0.9272 0.9517 0.9759 1 Width: 0.0562 0.0773 0.0983 0.1718 0.2359 0.293 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 0.988 0.994 1 Transect L516_SF2 Area: 0.0008 0.0026 0.0051 0.0084 0.0134 0.0196 0.027 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 0.279 0.301 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 Hrad: 0.0148 0.0335 0.0512 0.0649 0.071 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 0.447 0.4705 0.4938 0.5168 0.539 0.561 0.5829 0.6043 0.6255 0.6465 0.6684 0.6924 0.7162 0.7399 0.7635 0.787 0.8105 0.832 0.8534 0.8746 0.8957 0.9167 0.9377 0.9586 0.9793 1 Core Spaces - Proposed 100 YR -SWMM Model.txt Width: 0.0524 0.0779 0.103 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 0.801 0.809 0.8167 0.824 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 0.944 0.9511 0.9581 0.9651 0.9721 0.9791 0.9861 0.993 1 Transect L520_SF Area: 0.0006 0.0023 0.005 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 0.272 0.2952 0.3185 0.3419 0.3652 0.3885 0.4119 0.4352 0.4586 0.482 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 0.929 0.9526 0.9763 1 Hrad: 0.012 0.0247 0.0389 0.0551 0.0647 0.05 0.0662 0.0795 0.0962 0.1166 0.1362 0.1538 0.1557 0.1745 0.183 0.2066 0.2302 0.2538 0.2774 0.3009 0.3245 0.348 0.3715 0.395 0.4185 0.4419 0.4654 0.4888 0.5122 0.5356 0.5589 0.5823 0.6056 0.629 0.6523 0.6756 0.6989 0.7221 0.7454 0.7686 0.7918 0.815 0.8382 0.8613 0.8845 0.9076 0.9307 0.9538 0.9769 1 Width: 0.0504 0.0952 0.1292 0.1524 0.2698 0.4716 0.545 0.6358 0.6614 0.6915 0.7708 0.824 0.8748 0.9012 0.9803 0.9809 0.9814 0.982 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 0.991 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 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 0.085 0.1051 0.1259 0.147 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 Hrad: 0.0166 0.0342 0.0507 0.0651 0.0762 0.087 0.0953 0.1054 0.1134 0.0989 0.1112 0.121 0.1399 0.1649 0.1896 0.2148 0.2397 0.2643 0.2899 0.3155 0.3409 0.3661 0.3912 0.4161 0.435 0.4543 0.4754 0.4966 0.5193 0.5419 0.5643 0.588 0.6126 0.6371 0.6615 0.6857 0.7099 0.7339 0.7579 0.7809 0.8031 0.8252 0.8472 0.869 0.8909 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.913 0.9349 0.9567 0.9784 1 Width: 0.0475 0.0715 0.0928 0.116 0.1465 0.1798 0.2735 0.332 0.3978 0.533 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 0.925 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 Transect L540_SF Area: 0.0008 0.0022 0.0042 0.0087 0.0164 0.0275 0.0397 0.0527 0.0664 0.081 0.097 0.1144 0.1325 0.151 0.1698 0.1898 0.2112 0.2326 0.2542 0.2757 0.2973 0.319 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 0.889 0.9163 0.944 0.9718 1 Hrad: 0.0994 0.2023 0.2935 0.3005 0.3296 0.4065 0.5095 0.6248 0.7396 0.8292 0.891 0.9949 1.123 1.2554 1.3797 1.3739 1.5247 1.675 1.8249 1.9742 2.1231 2.2715 2.4194 2.5668 0.5024 0.528 0.5535 0.5788 0.604 0.629 0.6539 0.6782 0.6972 0.716 0.7323 0.7452 0.765 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 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 0.758 0.7597 0.7614 0.763 0.7647 0.7663 0.768 0.7696 0.7719 0.7759 0.7799 0.784 0.788 0.7921 0.7961 0.8007 0.8115 0.8223 0.836 0.8535 0.863 0.8704 0.8778 0.8852 0.9007 0.9161 0.9288 0.9415 0.9519 0.962 0.972 0.9814 0.9907 1 Transect L600_SF Area: 0.0008 0.0038 0.0081 0.0149 0.0236 0.0334 0.045 0.0587 0.073 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 0.669 0.6955 0.7223 0.7493 0.7764 0.8038 0.8312 0.8588 0.8866 0.9147 0.9429 0.9714 1 Hrad: 0.0136 0.0309 0.046 0.0568 0.0747 0.0951 0.0994 0.1179 0.1407 0.1652 0.1886 0.2127 0.235 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 0.64 0.6595 0.678 0.6957 0.707 0.729 0.7503 0.7723 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.7955 0.8187 0.8417 0.865 0.8888 0.9104 0.9314 0.9532 0.9765 1 Width: 0.0666 0.1228 0.1966 0.2809 0.32 0.3669 0.454 0.4935 0.506 0.5182 0.5325 0.5436 0.5593 0.5733 0.5827 0.5894 0.5968 0.6248 0.6709 0.6909 0.706 0.7237 0.7322 0.7398 0.748 0.7581 0.7727 0.7879 0.8029 0.812 0.8216 0.8331 0.845 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 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 0.148 0.1645 0.1813 0.1982 0.2156 0.2333 0.2514 0.2698 0.2896 0.3111 0.334 0.3571 0.3802 0.4034 0.4266 0.4499 0.4731 0.4964 0.5198 0.5431 0.5665 0.59 0.6134 0.6369 0.6604 0.684 0.7077 0.7314 0.7552 0.7791 0.803 0.8272 0.8517 0.8762 0.9008 0.9255 0.9503 0.9751 1 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 0.431 0.4543 0.4742 0.4908 0.5057 0.5213 0.5375 0.5542 0.5712 0.5885 0.606 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 0.965 0.9825 1 Width: 0.1003 0.3169 0.462 0.4949 0.5265 0.5549 0.596 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 0.927 0.9283 0.9295 0.9307 0.9319 0.9332 0.9344 0.9356 0.9369 0.9381 0.9393 0.9405 0.9418 0.943 0.9452 0.948 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 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 0.386 0.4112 0.4367 0.4626 0.4887 0.5152 0.5419 0.569 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 Hrad: 0.0192 0.0389 0.057 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 0.445 0.4662 0.4873 0.5106 0.5381 0.5652 0.5921 0.6186 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.6448 0.6708 0.6966 0.7222 0.7476 0.773 0.7984 0.8238 0.8491 0.8744 0.8997 0.9248 0.95 0.975 1 Width: 0.0921 0.1271 0.16 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 0.481 0.53 0.7555 0.7619 0.7683 0.7746 0.781 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 0.949 0.9573 0.9615 0.9658 0.9701 0.9744 0.9786 0.9829 0.9872 0.9915 0.9957 1 Transect L630_SF Area: 0.0024 0.0071 0.0126 0.0188 0.0269 0.036 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 0.829 0.856 0.8837 0.9121 0.9408 0.97 1 Hrad: 0.0177 0.0377 0.0588 0.0782 0.0891 0.1081 0.1229 0.139 0.1558 0.1715 0.1877 0.2053 0.2226 0.2394 0.253 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 0.612 0.6353 0.6584 0.6813 0.7039 0.7264 0.7488 0.771 0.793 0.8149 0.8324 0.8528 0.873 0.8931 0.9124 0.9302 0.9486 0.9669 0.9849 1 Width: 0.1229 0.1681 0.1917 0.2153 0.2836 0.3205 0.3724 0.407 0.4367 0.4718 0.5087 0.5308 0.5529 0.5766 0.6178 0.6689 0.678 0.687 0.6936 0.6968 0.7 0.7032 0.7064 0.7096 0.7128 0.716 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 0.862 0.8707 0.8794 0.8947 0.92 0.9351 0.9489 0.9643 1 Transect L640_SF Area: 0.0021 0.0057 0.0107 0.0168 0.0239 0.0317 0.04 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 0.224 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 Hrad: 0.0228 0.0436 0.0629 0.0836 0.1055 0.1277 0.1516 0.1745 0.1967 0.2181 0.239 0.2624 0.2855 0.308 0.3301 0.35 0.363 0.3763 0.3899 0.4027 0.414 0.4186 0.4263 0.4426 0.46 0.4795 0.4989 0.518 0.537 0.5564 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 Width: 0.0783 0.1132 0.1468 0.1739 0.1949 0.213 0.2263 0.2396 0.2529 0.2662 0.2795 0.289 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 0.622 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 Transect L648_SF Area: 0.0009 0.0034 0.0072 0.0118 0.0173 0.0238 0.031 0.0388 0.0472 0.0563 0.0661 0.0764 0.0874 0.0989 0.111 0.1237 0.1369 0.1507 0.1652 0.1805 0.1967 0.2137 0.2315 0.2499 0.269 0.2887 0.309 0.33 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 0.839 0.8767 0.9148 0.9564 1 Hrad: 0.017 0.0366 0.0581 0.0788 0.0983 0.1178 0.14 0.1614 0.1821 0.2023 0.222 0.2422 0.2625 0.2824 0.302 0.3214 0.3408 0.3602 0.3844 0.4076 0.4294 0.4505 0.4789 0.5062 0.5326 0.5581 0.583 0.6072 0.6307 0.6535 0.6759 0.6981 0.7207 0.7428 0.7645 0.7859 0.807 0.8277 0.8451 0.8596 0.8709 0.8761 0.8815 0.8984 0.9159 0.934 0.9526 0.9715 0.9863 1 Width: 0.0397 0.0725 0.0947 0.115 0.1353 0.1548 0.1693 0.1838 0.1982 0.2127 0.2272 0.2407 0.2538 0.2668 0.2799 0.293 0.3057 0.3183 0.3367 0.3558 0.375 0.3933 0.4084 0.4236 0.4383 0.4526 0.4668 0.481 0.4957 0.5106 0.5254 0.5386 0.5503 0.5638 0.5774 0.5909 0.6045 0.6183 0.64 0.6684 0.7048 0.7616 0.8172 0.8269 0.8366 0.8462 0.8558 0.8654 0.9682 1 Transect L651_SF Area: 0.0025 0.01 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 0.337 0.3583 0.3797 0.401 0.4224 0.4438 0.4651 0.4865 0.5079 0.5292 0.5506 0.572 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 Hrad: 0.0147 0.036 0.0516 0.0745 0.0989 0.1215 0.143 0.1642 0.1836 0.2034 0.2235 0.2435 0.2636 0.2837 0.3037 0.3236 0.3435 0.3633 0.383 0.403 0.4231 0.4432 0.4633 0.4833 0.5034 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.941 0.9607 0.9804 1 Width: 0.259 0.4345 0.6577 0.7455 0.7943 0.8413 0.8751 0.8977 0.952 0.9566 0.9611 0.9656 0.9701 0.9747 0.9792 0.9837 0.9883 0.9928 0.9968 0.9969 0.997 0.9971 0.9972 0.9973 0.9974 0.9975 0.9976 0.9977 0.9978 0.9979 0.998 0.9981 0.9982 0.9983 0.9984 0.9985 0.9986 0.9987 0.9989 0.999 0.9991 0.9992 0.9993 0.9994 0.9995 0.9996 0.9997 0.9998 0.9999 1 Transect L670_SF Area: 0.0004 0.0015 0.0034 0.006 0.0093 0.0134 0.0183 0.0238 0.0301 0.0369 0.0442 0.0519 0.0601 0.0688 0.078 0.0876 0.0976 0.1082 0.1192 0.1307 0.1427 0.1551 0.168 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 Hrad: 0.0235 0.047 0.0705 0.094 0.1175 0.141 0.1646 0.1881 0.2158 0.2465 0.2761 0.305 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 0.837 0.8546 0.8598 0.8524 0.8453 0.839 0.8344 0.8435 0.8529 0.8092 0.8413 0.8713 0.8982 0.9223 0.9461 0.9723 1 Width: 0.0132 0.0263 0.0395 0.0526 0.0658 0.079 0.0921 0.1053 0.1158 0.1241 0.1324 0.1407 0.149 0.1573 0.1656 0.1739 0.1822 0.1905 0.1988 0.2071 0.2155 0.224 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 Transect L676_SF Area: 0.0003 0.0012 0.0026 0.0047 0.0073 0.0105 0.0143 0.0188 0.0239 0.0297 0.038 0.0495 0.064 0.08 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 0.532 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 Hrad: 0.0196 0.0392 0.0588 0.0784 0.098 0.1176 0.1357 0.1541 0.1728 0.1912 0.1987 0.159 0.1793 0.1949 0.2325 0.2699 0.3069 0.3437 0.3803 0.4166 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.4526 0.4884 0.5239 0.5591 0.5942 0.629 0.6636 0.6968 0.7261 0.7513 0.6031 0.6363 0.6692 0.7017 0.7334 0.7641 0.7939 0.823 0.8513 0.877 0.8904 0.6961 0.7343 0.7724 0.8105 0.8485 0.8865 0.9244 0.9622 1 Width: 0.0152 0.0303 0.0455 0.0606 0.0758 0.0909 0.1074 0.124 0.1407 0.1713 0.2554 0.3398 0.4076 0.4166 0.4192 0.4218 0.4244 0.427 0.4296 0.4322 0.4348 0.4374 0.44 0.4426 0.4452 0.4478 0.4504 0.4796 0.5185 0.5813 0.633 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 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 0.211 0.2299 0.2491 0.2686 0.2885 0.3086 0.3291 0.3498 0.371 0.3927 0.4148 0.4373 0.4601 0.4832 0.5065 0.5301 0.554 0.5784 0.603 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 Hrad: 0.0194 0.0324 0.0415 0.057 0.0743 0.0779 0.1003 0.122 0.1475 0.1721 0.1956 0.2188 0.2414 0.2639 0.2862 0.309 0.3318 0.3541 0.3758 0.3978 0.4192 0.4408 0.4628 0.482 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 Width: 0.0578 0.1098 0.2047 0.268 0.3464 0.4351 0.4611 0.4908 0.536 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 0.815 0.8254 0.8341 0.845 0.8544 0.8715 0.8809 0.8892 0.8977 0.9075 0.9189 0.9252 0.9306 0.936 0.9516 0.9626 0.976 0.9801 0.9819 0.9869 0.9927 0.9963 1 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 0.271 0.2902 0.3098 0.3297 0.3501 0.371 0.392 0.4132 0.4344 0.4558 0.4773 0.499 0.5208 0.5428 0.565 0.5873 0.6105 0.6348 0.6601 0.6857 0.7114 0.7371 0.7629 0.7889 0.8149 0.841 0.8673 0.8936 0.92 0.9465 0.9731 1 Hrad: 0.0133 0.0282 0.0391 0.0459 0.0695 0.0941 0.118 0.141 0.1604 0.1825 0.2062 0.2299 0.2534 0.2764 0.2986 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.78 0.8002 0.8204 0.8407 0.8612 0.8817 0.9023 0.923 0.9437 0.9641 0.9844 1 Width: 0.0835 0.1803 0.3412 0.4854 0.5034 0.514 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 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 0.944 0.9479 0.9513 0.9547 0.9578 0.9609 0.964 0.9686 0.9738 1 Transect L736_SF Area: 0.0007 0.0028 0.0064 0.0108 0.0157 0.021 0.0264 0.032 0.0379 0.044 0.0503 0.0568 0.0635 0.0705 0.0776 0.085 0.0926 0.1004 0.1084 0.1166 0.1251 0.1338 0.1427 0.155 0.1709 0.191 0.2164 0.246 0.2777 0.3111 0.3449 0.3788 0.4127 0.4467 0.4808 0.515 0.5492 0.5835 0.6178 0.6523 0.6867 0.7213 0.7559 0.7906 0.8253 0.8601 0.895 0.9299 0.9649 1 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 0.548 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 0.794 0.8235 0.8529 0.8824 0.9119 0.9413 0.9707 1 Width: 0.0405 0.0809 0.116 0.1348 0.1455 0.1517 0.1578 0.164 0.1701 0.1763 0.1824 0.1886 0.1947 0.2009 0.207 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 0.972 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 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 0.134 0.1526 0.1716 0.1909 0.2105 0.2305 0.251 0.2721 0.2941 0.3165 0.3393 0.3625 0.3861 0.4104 0.4362 0.463 0.4903 0.5178 0.5453 0.573 0.6008 0.6287 0.6567 0.6848 0.713 0.7412 0.7696 0.7981 0.8266 0.8553 0.884 0.9129 0.9418 0.9709 1 Hrad: 0.0291 0.0657 0.1 0.1326 0.1634 0.1592 0.1638 0.1688 0.201 0.2325 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.2603 0.2857 0.3091 0.3274 0.3376 0.3453 0.3588 0.3739 0.39 0.4047 0.4166 0.4294 0.4507 0.475 0.4987 0.5219 0.5447 0.5667 0.5879 0.6046 0.6208 0.637 0.6559 0.6755 0.6953 0.7153 0.7354 0.7556 0.7759 0.7962 0.8166 0.837 0.8574 0.8778 0.8982 0.9186 0.939 0.9594 0.9797 1 Width: 0.0322 0.0531 0.071 0.0887 0.1291 0.2012 0.2574 0.3092 0.3433 0.3759 0.4064 0.4342 0.4619 0.51 0.6109 0.6328 0.6438 0.6547 0.6657 0.6784 0.6947 0.7109 0.74 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 0.977 0.9803 0.9835 0.9868 0.9901 0.9934 0.9967 1 Transect L760_SF Area: 0.0007 0.0027 0.0058 0.0092 0.013 0.0172 0.0217 0.0266 0.0325 0.0393 0.0472 0.056 0.0658 0.0764 0.0878 0.1 0.113 0.1269 0.1417 0.1577 0.1747 0.1937 0.2187 0.2447 0.2711 0.2978 0.3249 0.3524 0.3801 0.408 0.4361 0.4644 0.4929 0.5216 0.5505 0.5796 0.6089 0.6383 0.6678 0.6974 0.7272 0.757 0.787 0.8171 0.8473 0.8776 0.908 0.9386 0.9692 1 Hrad: 0.016 0.032 0.0561 0.0809 0.1042 0.1262 0.1474 0.1673 0.1838 0.1979 0.2107 0.2233 0.2362 0.2499 0.264 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 0.665 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 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 0.886 0.8953 0.9018 0.9082 0.9147 0.9211 0.9275 0.934 0.9404 0.9469 0.9519 0.9556 0.9593 0.963 0.9667 0.9704 0.9741 0.9778 0.9815 0.9852 0.9889 0.9926 0.9963 1 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 0.205 0.2264 0.248 0.2696 0.2913 0.3131 0.3349 0.3569 0.3789 0.4009 0.4231 0.4453 0.4676 0.49 0.5125 0.535 0.5576 0.5803 0.603 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 Hrad: 0.0141 0.0292 0.0418 0.0542 0.0659 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.486 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 0.867 0.8893 0.9116 0.9338 0.956 0.978 1 Width: 0.0656 0.1336 0.2081 0.2942 0.3916 0.5216 0.621 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 0.9309 0.934 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 0.986 0.9888 0.9916 0.9944 0.9972 1 Transect L780_SF Area: 0.0003 0.0014 0.003 0.0054 0.0085 0.0123 0.0168 0.022 0.0279 0.0344 0.0428 0.0547 0.0688 0.0849 0.1024 0.1214 0.1433 0.1654 0.1877 0.2103 0.233 0.256 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 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 0.526 0.5501 0.5739 0.5975 0.6204 0.643 0.6655 0.6878 0.7133 0.7393 0.765 0.7904 0.8156 0.8419 0.8686 0.8951 0.9215 0.9478 0.974 1 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 0.752 0.7593 0.7667 0.7741 0.7817 0.7893 0.7968 0.8044 0.812 0.8195 0.8271 0.8359 0.8446 0.8534 0.8622 0.871 0.8799 0.8902 0.9004 0.9106 0.9208 0.9305 0.9401 0.9497 0.9592 0.9688 0.9746 0.9788 0.983 0.9873 0.9915 0.9958 1 Transect L790_SF Area: 0.0001 0.0004 0.001 0.0018 0.0028 0.004 0.0057 0.0082 0.0116 0.0158 0.0208 0.0267 0.0334 0.041 0.0494 0.0586 0.0687 0.0796 0.0913 0.1042 0.1188 0.135 0.1528 0.1723 0.1935 0.2162 0.2407 0.2667 0.2944 0.3238 0.3548 0.3872 0.4207 0.4544 0.488 0.5218 0.5556 0.5894 0.6233 0.6573 0.6913 0.7254 0.7595 0.7937 0.828 0.8623 0.8966 0.931 0.9655 1 Hrad: Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.356 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 Width: 0.0064 0.0129 0.0193 0.0257 0.0321 0.0386 0.0609 0.0852 0.1095 0.1337 0.158 0.1823 0.2066 0.2308 0.2551 0.2794 0.3036 0.3279 0.3522 0.3978 0.4453 0.4929 0.5404 0.588 0.6355 0.6831 0.7306 0.7782 0.8257 0.8733 0.9208 0.9516 0.9728 0.9744 0.976 0.9776 0.9792 0.9808 0.9824 0.984 0.9856 0.9872 0.9888 0.9904 0.992 0.9936 0.9952 0.9968 0.9984 1 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 0.113 0.1312 0.1515 0.1729 0.1951 0.2179 0.2409 0.2643 0.2881 0.3123 0.3367 0.3616 0.387 0.4135 0.4407 0.4682 0.4961 0.5245 0.5533 0.5823 0.6119 0.6428 0.6742 0.706 0.7382 0.7704 0.8027 0.8352 0.8679 0.9007 0.9336 0.9667 1 Hrad: 0.0158 0.0316 0.046 0.0513 0.0715 0.0899 0.107 0.1178 0.1217 0.1347 0.1422 0.1383 0.1459 0.1703 0.1924 0.2086 0.2141 0.235 0.2505 0.2676 0.2725 0.278 0.307 0.3358 0.3542 0.384 0.4141 0.4438 0.473 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 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 0.314 0.3418 0.3827 0.4226 0.4819 0.5186 0.578 0.6342 0.6526 0.6775 0.6861 0.6949 0.7094 0.7194 0.7281 0.738 0.7544 0.7831 0.8 0.8227 0.8302 0.8423 0.8614 0.8674 0.8715 0.9074 0.9364 0.9484 0.9603 0.9645 0.9679 0.972 0.9764 0.9808 0.9856 0.9904 0.9952 1 Transect L805_SF Area: 0.0032 0.0093 0.0187 0.0296 0.042 0.0564 0.0735 0.0917 0.111 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 0.451 0.4726 0.4942 0.5159 0.5376 0.5593 0.581 0.6028 0.6246 0.6464 0.6682 0.69 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 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.239 0.2619 0.2846 0.3073 0.33 0.3525 0.3749 0.3973 0.4196 0.4418 0.4639 0.486 0.5082 0.5303 0.5524 0.5744 0.5963 0.6181 0.6399 0.6616 0.6832 0.7048 0.7262 0.7477 0.769 0.7903 0.8115 0.8327 0.8533 0.8725 0.8917 0.9108 0.9298 0.9482 0.9656 0.9828 1 Width: 0.2066 0.3576 0.4612 0.4949 0.5941 0.7 0.7749 0.8362 0.8621 0.903 0.9272 0.9298 0.9324 0.935 0.9367 0.9383 0.9398 0.9413 0.9429 0.9444 0.9459 0.9475 0.949 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 0.967 0.9686 0.9718 0.9751 0.9783 0.9816 0.9853 0.9902 0.9951 1 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 Hrad: 0.0196 0.0378 0.0602 0.0818 0.095 0.0889 0.1126 0.1352 0.157 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 0.644 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 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 0.625 0.6524 0.6824 0.722 0.7353 0.7526 0.7722 0.7912 0.8073 0.8206 0.8304 0.8398 0.8463 0.8527 0.8637 0.8754 0.914 0.9268 0.937 0.9423 0.9475 0.9532 0.959 0.9648 0.9717 0.9788 0.9843 0.9875 0.9906 0.9937 0.9969 1 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 0.223 0.2435 0.2645 0.2859 0.308 0.3308 0.3539 0.3775 0.4011 0.4248 0.4487 0.4732 0.4985 0.5246 0.551 0.5775 0.6042 0.631 0.658 0.6855 0.7134 0.7414 0.7696 0.7979 0.8263 0.8549 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.8836 0.9125 0.9415 0.9707 1 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 0.24 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 0.727 0.7525 0.7779 0.8031 0.8284 0.8536 0.8788 0.9038 0.9283 0.9523 0.9762 1 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 0.794 0.8021 0.8048 0.8075 0.8217 0.845 0.8744 0.8941 0.8996 0.905 0.91 0.915 0.92 0.9454 0.9503 0.9552 0.96 0.9647 0.9694 0.974 0.9786 0.9837 0.9891 0.9946 1 Transect L830_SF Area: 0.0016 0.005 0.0087 0.0129 0.0174 0.0224 0.0278 0.0336 0.0398 0.0464 0.0535 0.0609 0.0687 0.077 0.0861 0.0965 0.1082 0.1209 0.1346 0.1492 0.1649 0.1815 0.1989 0.217 0.236 0.2558 0.2765 0.298 0.3199 0.3423 0.3651 0.3883 0.4119 0.436 0.4608 0.4862 0.5121 0.5388 0.5665 0.5953 0.628 0.6655 0.7046 0.7447 0.7858 0.8276 0.8699 0.9127 0.9561 1 Hrad: 0.0322 0.0869 0.1366 0.1825 0.2258 0.267 0.3067 0.345 0.3824 0.4189 0.4547 0.49 0.5247 0.5606 0.603 0.6356 0.6696 0.7003 0.7259 0.7476 0.7659 0.7821 0.7972 0.8111 0.824 0.8358 0.8467 0.8577 0.8708 0.8846 0.8989 0.9135 0.928 0.9419 0.9554 0.9687 0.9817 0.9931 1.0027 1.0114 1 0.9945 0.9913 0.9888 0.9875 0.9881 0.9898 0.9924 0.9959 1 Width: 0.071 0.0802 0.0895 0.0988 0.108 0.1173 0.1265 0.1358 0.1451 0.1543 0.1636 0.1728 0.1821 0.1933 0.221 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 Transect L840_SF Area: 0.001 0.0037 0.0077 0.0129 0.0187 0.025 0.0315 0.0385 0.0459 0.0538 0.0623 0.0714 0.0815 0.0936 0.1069 0.1239 0.1418 0.161 0.1813 0.2024 0.2242 0.2471 0.2707 0.2949 0.3196 0.3446 0.3697 0.3952 0.4209 0.447 0.4734 0.4999 0.5266 0.5535 0.5806 0.6078 0.6351 0.6626 0.6901 0.7179 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.7457 0.7736 0.8016 0.8297 0.8579 0.8862 0.9145 0.9429 0.9714 1 Hrad: 0.0194 0.0409 0.0649 0.0875 0.1174 0.1497 0.1794 0.2064 0.2379 0.2726 0.3042 0.333 0.3554 0.3723 0.3815 0.386 0.3934 0.4003 0.4096 0.4213 0.4319 0.4437 0.4565 0.4704 0.4873 0.5049 0.523 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 0.825 0.8468 0.8687 0.8906 0.9125 0.9344 0.9563 0.9781 1 Width: 0.0685 0.1204 0.158 0.1967 0.2137 0.2235 0.2354 0.2495 0.2665 0.2869 0.3076 0.3298 0.4008 0.438 0.5652 0.6104 0.6459 0.6932 0.7243 0.7465 0.7815 0.8113 0.8368 0.858 0.8666 0.8752 0.8838 0.8945 0.9059 0.916 0.9229 0.9297 0.9366 0.9432 0.9478 0.9525 0.9571 0.9617 0.9663 0.9709 0.974 0.9769 0.9798 0.9827 0.9856 0.9884 0.9913 0.9942 0.9971 1 Transect L870_SF Area: 0.0011 0.0039 0.0079 0.0127 0.0186 0.0264 0.0366 0.048 0.0606 0.0744 0.0895 0.1048 0.1203 0.1359 0.1517 0.1679 0.1844 0.2014 0.2188 0.2367 0.255 0.2738 0.2931 0.3128 0.3329 0.3535 0.3744 0.3956 0.417 0.4386 0.4605 0.4826 0.5052 0.5284 0.5521 0.5764 0.6012 0.6266 0.6526 0.6793 0.7075 0.737 0.7676 0.799 0.8311 0.8635 0.8964 0.9298 0.9641 1 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 0.314 0.3388 0.3631 0.3884 0.4199 0.4502 0.4793 0.5074 0.5344 0.5605 0.5858 0.6103 0.6352 0.66 0.6844 0.7085 0.7324 0.7557 0.7777 0.7987 0.819 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 Width: 0.051 0.0868 0.1102 0.1315 0.1672 0.2291 0.2683 0.298 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 0.553 0.568 0.5828 0.5964 0.61 0.6237 0.6373 0.6534 0.6703 0.7193 0.7463 0.7699 0.7909 0.8006 0.8103 0.8199 0.8406 0.866 1 Transect L873_SF Area: 0.001 0.003 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 0.211 0.2323 0.2539 0.2761 0.2987 0.3216 0.345 0.3688 0.3928 0.417 0.4412 0.4655 0.4898 0.5143 0.5388 0.5634 0.5881 0.6128 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 Hrad: 0.0178 0.0355 0.0512 0.0666 0.0822 0.0981 0.1086 0.1137 0.1223 0.1316 0.1287 0.154 0.1786 0.207 0.2356 0.2633 0.2901 0.3162 0.3414 0.3658 0.3895 0.4127 0.4353 0.4574 0.479 0.5007 0.5224 0.5442 0.566 0.5878 0.6095 0.6313 0.6529 0.6746 0.6961 0.7176 0.7391 0.7605 0.7816 0.8024 0.823 0.8434 0.8637 0.8838 0.9037 0.9234 0.9428 0.9621 0.9811 1 Width: 0.0592 0.094 0.1307 0.1671 0.2027 0.2365 0.2846 0.355 0.426 0.5025 0.6461 0.6671 0.6881 0.7052 0.7216 0.7381 0.7545 0.7721 0.7899 0.807 0.8235 0.8385 0.8534 0.8684 0.8833 0.887 0.8899 0.8928 0.8957 0.8986 0.9015 0.9044 0.9073 0.9102 0.913 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 Transect L875_SF Area: 0.0025 0.007 0.0132 0.0219 0.0335 0.048 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 0.349 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 0.68 0.704 0.7281 0.7523 0.7767 0.8011 0.8256 0.8501 0.8748 0.8996 0.9245 0.9494 0.9745 1 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 0.341 0.365 0.3887 0.4122 0.4354 0.4583 0.481 0.5034 0.5256 0.5475 0.5692 0.5907 0.6115 0.6316 0.6515 0.6711 0.6904 0.7094 0.7283 0.747 0.7655 0.7846 0.8042 0.8238 0.8433 0.8627 0.882 0.9012 0.9203 0.9393 0.9583 0.9771 0.9959 1 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 0.741 0.748 0.7551 0.7622 0.7693 0.7764 0.7836 0.7907 0.7979 0.805 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 Transect L880_SF Area: 0.0004 0.0011 0.0021 0.0032 0.0045 0.006 0.0077 0.0096 0.0117 0.014 0.0166 0.0206 0.027 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 0.215 0.2354 0.2566 0.2787 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.3016 0.3252 0.3498 0.3758 0.4027 0.4303 0.4606 0.4941 0.529 0.5657 0.6058 0.6467 0.6881 0.7301 0.7727 0.816 0.8601 0.9062 0.9528 1 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 0.314 0.3449 0.3766 0.4074 0.436 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 0.738 0.7446 0.7649 0.78 0.7796 0.8055 0.8324 0.8598 0.8877 0.9158 0.9438 0.9694 0.997 1 Width: 0.0133 0.0173 0.0214 0.0254 0.0295 0.0335 0.0378 0.042 0.0462 0.0505 0.0601 0.1195 0.1429 0.1565 0.1761 0.1916 0.235 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 0.57 0.597 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 Transect L884_SF Area: 0.0007 0.0025 0.0048 0.0079 0.012 0.017 0.0231 0.0311 0.0414 0.053 0.0649 0.0772 0.0897 0.1024 0.1154 0.1286 0.1422 0.156 0.1701 0.1844 0.199 0.2141 0.23 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 0.563 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 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 Width: 0.0393 0.0588 0.073 0.1009 0.1239 0.1551 0.1886 0.2606 0.3121 0.3312 0.3383 0.3454 0.3526 0.3597 0.3669 0.374 0.3825 0.3902 0.3977 0.4052 0.4127 0.4324 0.4517 0.4956 0.5108 0.526 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 0.904 0.9296 0.9475 0.9584 0.9688 0.9792 0.9876 0.9917 0.9959 1 Transect L886_SF Area: 0.0021 0.0054 0.0094 0.014 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 0.19 0.2089 0.2283 0.2481 0.2683 0.2889 0.3098 0.3311 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.3529 0.3753 0.3982 0.4215 0.4452 0.4693 0.4938 0.519 0.5448 0.5711 0.5977 0.6245 0.6517 0.6791 0.7066 0.7344 0.7623 0.7904 0.8187 0.8475 0.877 0.9069 0.9374 0.9684 1 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 0.273 0.2953 0.3179 0.3401 0.3624 0.3844 0.4062 0.4276 0.4458 0.4633 0.4805 0.5022 0.5268 0.551 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 0.874 0.8956 0.917 0.9383 0.9593 0.9799 1 Width: 0.0864 0.1118 0.1318 0.1494 0.1775 0.2027 0.2252 0.2425 0.315 0.3557 0.387 0.4684 0.4962 0.5136 0.525 0.5364 0.5523 0.5682 0.5827 0.597 0.6081 0.6191 0.6301 0.6411 0.6563 0.672 0.6883 0.7025 0.7145 0.7266 0.7387 0.7534 0.7746 0.7947 0.8037 0.8126 0.8216 0.8295 0.835 0.8406 0.8461 0.8517 0.8572 0.8648 0.8856 0.9036 0.9185 0.9336 0.9496 1 Transect L900_SF Area: 0.0023 0.0066 0.0119 0.0182 0.0251 0.0327 0.0413 0.0507 0.061 0.072 0.0839 0.0965 0.1098 0.1239 0.1387 0.154 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 0.679 0.706 0.7333 0.7608 0.7887 0.817 0.8457 0.8748 0.9045 0.9346 0.9659 1 Hrad: 0.0205 0.0424 0.0635 0.0847 0.1074 0.1247 0.1402 0.1582 0.1763 0.198 0.2265 0.2531 0.2781 0.3018 0.3251 0.3478 0.3697 0.391 0.4115 0.4305 0.4488 0.4668 0.4809 0.4925 0.5107 0.5299 0.5494 0.5695 0.59 0.611 0.6322 0.6537 0.6752 0.6968 0.7186 0.7404 0.7622 0.7841 0.8054 0.8267 0.848 0.8692 0.8899 0.91 0.93 0.9498 0.9686 0.9872 0.9896 1 Width: 0.0999 0.1381 0.1663 0.19 0.2067 0.2315 0.2598 0.2829 0.305 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 0.674 0.6774 0.6815 0.6877 0.694 0.7003 0.7066 0.7128 0.7191 0.7258 0.7326 0.7394 0.7462 0.753 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 Transect L908_SF Area: 0.0009 0.0035 0.0079 0.014 0.0218 0.0308 0.0405 0.0509 0.062 0.0739 0.0866 0.1 0.1141 0.1289 0.1445 0.1609 0.1779 0.1954 0.2133 0.2315 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.2501 0.269 0.2883 0.3079 0.3279 0.3482 0.3689 0.3899 0.4113 0.433 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 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 0.878 0.9308 0.9822 1.0322 1.0811 1.1288 1.1754 1.2211 1.2659 1.3098 1.353 1.3955 1.4372 1.4784 1.5189 1.5588 1.5982 1.6371 1.6755 1.7134 1.7509 1.788 1.8247 1.861 1.8969 1.882 1.8718 1.8659 1.8638 1.865 1.8524 1.7655 1 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 0.184 0.1925 0.1997 0.2037 0.2078 0.2119 0.2159 0.22 0.224 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 0.296 0.3 0.3171 0.3342 0.3513 0.3684 0.3856 0.4078 0.4578 1 Transect L920_SF Area: 0.0001 0.0005 0.0011 0.0019 0.0032 0.0054 0.0085 0.0125 0.0174 0.0233 0.03 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 0.436 0.4665 0.4981 0.5301 0.5625 0.5952 0.628 0.661 0.6942 0.7275 0.761 0.7946 0.8285 0.8624 0.8966 0.9309 0.9654 1 Hrad: 0.067 0.1339 0.2009 0.2679 0.0623 0.0698 0.0823 0.0967 0.1122 0.1281 0.1445 0.161 0.1777 0.1922 0.2073 0.2228 0.2386 0.2546 0.2709 0.2873 0.3038 0.3205 0.3372 0.354 0.3709 0.3879 0.4049 0.4219 0.439 0.4561 0.4732 0.4903 0.5075 0.5247 0.5453 0.574 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 Width: 0.0068 0.0135 0.0203 0.0271 0.0504 0.0765 0.1026 0.1287 0.1549 0.181 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 0.652 0.6822 0.7124 0.7426 0.7728 0.803 0.8332 0.8634 0.8936 0.918 0.9282 0.9384 0.9434 0.9481 0.9528 0.9575 0.9622 0.967 0.9717 0.9764 0.9811 0.9858 0.9906 0.9953 1 Transect L930_SF Area: 0.0004 0.0014 0.0032 0.0055 0.008 0.0106 0.0137 0.0189 0.0264 0.0355 0.0465 0.0587 0.0726 0.0883 0.1052 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.1233 0.1423 0.1622 0.1829 0.2044 0.2267 0.2496 0.2726 0.2958 0.3192 0.343 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 0.7366 0.7648 0.7932 0.8218 0.8505 0.8794 0.9084 0.9382 0.9685 1 Hrad: 0.019 0.0367 0.0466 0.0728 0.0999 0.1259 0.1437 0.134 0.1293 0.1447 0.154 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 0.744 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 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 0.465 0.5097 0.5539 0.5815 0.6161 0.6325 0.6664 0.6878 0.7145 0.721 0.7257 0.7306 0.7417 0.7535 0.7665 0.7788 0.7925 0.8051 0.8081 0.8128 0.8175 0.824 0.8328 0.8394 0.8458 0.8696 0.8741 0.8793 0.8844 0.8895 0.8945 0.8995 0.9048 0.91 0.9159 0.9438 0.9713 1 Transect L931_SF Area: 0.0001 0.0006 0.0013 0.0023 0.0035 0.005 0.0068 0.0087 0.0113 0.0144 0.0182 0.0236 0.0303 0.0379 0.0465 0.056 0.067 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 0.716 0.7496 0.7835 0.8181 0.8541 0.8905 0.9269 0.9634 1 Hrad: 0.018 0.036 0.054 0.072 0.09 0.1121 0.1332 0.1537 0.1339 0.1594 0.1791 0.1873 0.1958 0.1763 0.2035 0.209 0.2337 0.2541 0.2722 0.2888 0.2847 0.3061 0.3272 0.3239 0.348 0.3756 0.4037 0.4304 0.3956 0.425 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 0.8781 0.9084 0.9388 0.9694 1 Width: 0.0074 0.0147 0.0221 0.0294 0.0368 0.0423 0.0477 0.0531 0.0791 0.085 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 0.605 0.675 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 Transect L932_SF Area: 0.0009 0.003 0.0056 0.0089 0.0128 0.0171 0.022 0.0277 0.0348 0.0454 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.319 0.3399 0.3611 0.3825 0.4042 0.4264 0.4491 0.4728 0.4976 0.5231 0.549 0.5754 0.6021 0.6292 0.6565 0.684 0.7118 0.7398 0.768 0.7964 0.825 0.8537 0.8826 0.9117 0.941 0.9704 1 Hrad: 0.017 0.0393 0.0588 0.0769 0.0986 0.1177 0.1355 0.1507 0.1473 0.13 0.1301 0.1229 0.1529 0.1828 0.2126 0.2422 0.2717 0.301 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 0.669 0.6888 0.7083 0.7275 0.7462 0.7649 0.7835 0.802 0.8204 0.8387 0.8568 0.8749 0.893 0.9111 0.929 0.9469 0.9647 0.9824 1 Width: 0.0575 0.079 0.1004 0.1219 0.1378 0.1553 0.173 0.2089 0.2693 0.4465 0.5618 0.6567 0.6593 0.662 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 0.916 0.9237 0.9314 0.939 0.9467 0.9544 0.9601 0.9658 0.9715 0.9772 0.9829 0.9886 0.9943 1 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 0.281 0.3016 0.3223 0.3432 0.3644 0.3859 0.4076 0.4296 0.4518 0.4742 0.4968 0.5195 0.5422 0.565 0.5879 0.6108 0.6338 0.6568 0.6799 0.7031 0.7264 0.75 0.7739 0.798 0.8224 0.8471 0.8722 0.8976 0.923 0.9486 0.9742 1 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 0.266 0.2875 0.3093 0.3316 0.3546 0.3774 0.3999 0.4221 0.4414 0.4612 0.4817 0.5022 0.5227 0.543 0.5668 0.5911 0.6154 0.6395 0.6636 0.6877 0.7116 0.7356 0.7594 0.7795 0.7984 0.817 0.8337 0.8502 0.864 0.8774 0.8907 0.9127 0.9347 0.9565 0.9783 1 Width: 0.0533 0.1056 0.1725 0.3336 0.5266 0.6344 0.6523 0.6617 0.6711 0.6819 0.6988 0.714 0.7285 0.7422 0.7554 0.7674 0.7779 0.7865 0.793 0.7997 0.8064 0.8136 0.8261 0.8372 0.8466 0.8559 0.8649 0.8739 0.877 0.8793 0.8816 0.8839 0.8862 0.8885 0.8907 0.893 0.8953 0.902 0.9099 0.9181 0.9283 0.9387 0.9519 0.9657 0.9794 0.9835 0.9876 0.9917 0.9959 1 Transect L950_SF Area: 0.0003 0.002 0.0066 0.0135 0.0236 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.0355 0.0485 0.0619 0.0757 0.0897 0.104 0.1184 0.1331 0.1479 0.1628 0.178 0.1938 0.211 0.2296 0.2505 0.2725 0.2951 0.3183 0.3418 0.3657 0.3902 0.4151 0.4401 0.465 0.4901 0.5151 0.5402 0.5654 0.5906 0.6158 0.641 0.6664 0.6917 0.7171 0.7425 0.768 0.7935 0.8191 0.8448 0.8705 0.8963 0.9221 0.948 0.974 1 Hrad: 0.0126 0.0222 0.0316 0.0475 0.0627 0.0802 0.096 0.1196 0.1427 0.1661 0.1899 0.2137 0.2373 0.2606 0.2836 0.3065 0.3279 0.347 0.3621 0.3703 0.32 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 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 0.963 0.9646 0.9662 0.9678 0.9694 0.971 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 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 0.242 0.2711 0.3037 0.3391 0.3746 0.4104 0.4463 0.4823 0.5185 0.5548 0.5913 0.628 0.6647 0.7015 0.7385 0.7755 0.8127 0.8499 0.8873 0.9248 0.9623 1 Hrad: 0.0189 0.0378 0.064 0.0932 0.1192 0.1427 0.1642 0.1843 0.2035 0.2217 0.2392 0.256 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 0.28 0.2955 0.3071 0.299 0.3358 0.3729 0.4101 0.4473 0.4846 0.5218 0.5589 0.596 0.6331 0.6701 0.7071 0.744 0.7809 0.8176 0.8543 0.8908 0.9273 0.9637 1 Width: 0.0163 0.0326 0.043 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 0.484 0.5478 0.5991 0.6395 0.6792 0.7358 0.807 0.936 0.941 0.9451 0.9492 0.9533 0.9574 0.9615 0.9656 0.9697 0.9725 0.9752 0.978 0.9807 0.9835 0.9862 0.989 0.9917 0.9945 0.9972 1 Transect L969_SF Area: Core Spaces - Proposed 100 YR -SWMM Model.txt 0.0003 0.0011 0.0024 0.0043 0.0075 0.0127 0.0203 0.0297 0.0415 0.0598 0.0793 0.099 0.119 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 0.458 0.4807 0.5037 0.5269 0.5504 0.5743 0.5984 0.6229 0.6477 0.673 0.6988 0.7256 0.7527 0.7799 0.8071 0.8344 0.8618 0.8893 0.9169 0.9445 0.9722 1 Hrad: 0.0145 0.029 0.0434 0.0555 0.0505 0.0627 0.0764 0.0927 0.0982 0.087 0.1136 0.141 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 0.506 0.5303 0.5542 0.5779 0.6012 0.6242 0.647 0.6692 0.6911 0.7126 0.7337 0.7542 0.774 0.7929 0.8106 0.8293 0.8481 0.867 0.8859 0.9049 0.9239 0.9429 0.9619 0.981 1 Width: 0.0191 0.0383 0.0574 0.0812 0.1544 0.2282 0.3134 0.364 0.5371 0.6936 0.706 0.7132 0.7193 0.7244 0.7295 0.7345 0.7396 0.7447 0.7498 0.7549 0.7599 0.765 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 0.918 0.943 0.9714 0.9742 0.9771 0.98 0.9828 0.9857 0.9885 0.9914 0.9943 0.9971 1 Transect L970_SF Area: 0.0019 0.0078 0.0169 0.0276 0.0394 0.0518 0.0647 0.0782 0.092 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 0.423 0.4443 0.4661 0.4883 0.511 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 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 0.509 0.5332 0.5572 0.581 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 0.948 0.9726 0.9971 1.0153 1.0127 1.0247 1.034 1.0416 1.0367 1 Width: 0.1072 0.2116 0.2732 0.3073 0.3297 0.3438 0.358 0.3714 0.3802 0.389 0.3977 0.4065 0.4153 0.4243 0.4358 0.4465 0.4572 0.4679 0.4786 0.4886 0.498 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 0.694 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 Transect Street Core Spaces - Proposed 100 YR -SWMM Model.txt Area: 0.0008 0.0032 0.0072 0.0128 0.02 0.0288 0.0392 0.0512 0.0648 0.08 0.0968 0.1149 0.133 0.1511 0.1693 0.1875 0.2058 0.2248 0.2441 0.2637 0.2836 0.3038 0.3244 0.3453 0.3665 0.388 0.4098 0.432 0.4545 0.4772 0.5004 0.5238 0.5475 0.5716 0.596 0.6207 0.6457 0.671 0.6967 0.7227 0.749 0.7756 0.8025 0.8298 0.8574 0.8852 0.9135 0.942 0.9708 1 Hrad: 0.0148 0.0295 0.0443 0.0591 0.0739 0.0886 0.1034 0.1182 0.133 0.1477 0.1625 0.1869 0.2161 0.2451 0.2741 0.3029 0.3315 0.359 0.3859 0.4123 0.438 0.4632 0.4878 0.512 0.5356 0.5587 0.5814 0.6036 0.6254 0.6467 0.6676 0.6881 0.7082 0.728 0.7473 0.7663 0.785 0.8033 0.8213 0.839 0.8563 0.8734 0.8902 0.9067 0.9229 0.9388 0.9545 0.9699 0.9851 1 Width: 0.0546 0.1091 0.1637 0.2183 0.2728 0.3274 0.382 0.4365 0.4911 0.5457 0.6002 0.6186 0.6188 0.619 0.6192 0.6194 0.6413 0.6522 0.663 0.6739 0.6848 0.6957 0.7065 0.7174 0.7283 0.7391 0.75 0.7609 0.7717 0.7826 0.7935 0.8043 0.8152 0.8261 0.837 0.8478 0.8587 0.8696 0.8804 0.8913 0.9022 0.913 0.9239 0.9348 0.9457 0.9565 0.9674 0.9783 0.9891 1 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 0.203 0.221 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 0.645 0.6769 0.7095 0.7429 0.7787 0.8172 0.8586 0.9029 0.95 1 Hrad: 0.0256 0.0512 0.0768 0.1024 0.128 0.1536 0.1792 0.2048 0.2304 0.256 0.2816 0.3072 0.3328 0.3584 0.384 0.4096 0.4352 0.4608 0.4864 0.512 0.5376 0.5632 0.5888 0.6144 0.64 0.6656 0.6912 0.7168 0.7424 0.768 0.7936 0.8192 0.8448 0.8704 0.896 0.9216 0.9472 0.9728 0.9984 1.024 1.0496 1.0752 1.1008 1.1096 1.0746 1.0481 1.0286 1.0147 1.0054 1 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 0.209 0.224 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 0.433 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 0.642 0.6671 0.7226 0.7781 0.8335 0.889 0.9445 1 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.045 0.0548 0.0661 0.0788 0.093 0.1086 0.1257 0.1443 0.1643 0.1858 0.2087 0.2331 0.259 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 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 0.214 0.2209 0.2321 0.246 0.2617 0.2788 0.2968 0.3156 0.3349 0.3547 0.3748 0.3952 0.4159 0.4367 0.4578 0.4952 0.539 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 Width: 0.0064 0.0127 0.0191 0.0255 0.0318 0.0382 0.0446 0.0509 0.0573 0.0637 0.07 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 0.532 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 0.9 0.925 0.95 0.975 1 Transect L925_SF2 Area: 0.0001 0.0005 0.0011 0.002 0.0034 0.0057 0.0089 0.0131 0.0181 0.0241 0.0311 0.0389 0.0477 0.0575 0.0683 0.0801 0.093 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 0.796 0.8297 0.8634 0.8974 0.9315 0.9657 1 Hrad: 0.0168 0.0335 0.0503 0.0671 0.0618 0.0697 0.0822 0.0966 0.1119 0.1278 0.144 0.1604 0.1766 0.1918 0.2073 0.2232 0.2392 0.2555 0.2719 0.2884 0.305 0.3216 0.3384 0.3551 0.372 0.3889 0.4058 0.4227 0.4397 0.4567 0.4738 0.4908 0.5079 0.525 0.542 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 Width: 0.0072 0.0144 0.0215 0.0287 0.0536 0.0805 0.1074 0.1343 0.1612 0.1881 0.215 0.2419 0.2693 0.2991 0.3289 0.3587 0.3885 0.4182 0.448 0.4778 0.5076 0.5374 0.5672 0.597 0.6268 0.6566 0.6864 0.7162 0.746 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 0.996 1 Core Spaces - Proposed 100 YR -SWMM Model.txt 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 0.052 0.0604 0.0691 0.0783 0.0878 0.0977 0.108 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 Hrad: 0.0307 0.0613 0.092 0.1227 0.1533 0.184 0.2146 0.2453 0.2411 0.2302 0.2372 0.2528 0.273 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 0.787 0.7985 0.8125 0.8284 0.8461 0.8651 0.8854 0.9067 0.9289 0.9519 0.9757 1 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 0.106 0.1169 0.123 0.1291 0.1352 0.1413 0.1474 0.1535 0.1596 0.1657 0.1718 0.1779 0.184 0.2058 0.2275 0.2492 0.2709 0.2926 0.3143 0.336 0.3577 0.3794 0.4181 0.4569 0.4957 0.5345 0.5733 0.6121 0.6509 0.6897 0.7285 0.7673 0.806 0.8448 0.8836 0.9224 0.9612 1 Transect L900B_SF Area: 0.0001 0.0005 0.0011 0.002 0.0031 0.0044 0.006 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 0.636 0.6725 0.7101 0.7486 0.7881 0.8285 0.8699 0.9123 0.9557 1 Hrad: 0.0228 0.0457 0.0685 0.0913 0.1141 0.137 0.1598 0.1826 0.166 0.1637 0.1719 0.1853 0.2016 0.2197 0.239 0.2591 0.2799 0.3011 0.3226 0.3445 0.3665 0.3887 0.4111 0.4336 0.4534 0.471 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 0.77 0.7928 0.8156 0.8385 0.8614 0.8844 0.9075 0.9305 0.9537 0.9768 1 Width: 0.0055 0.0109 0.0164 0.0218 0.0273 0.0327 0.0382 0.0437 0.0628 0.0849 0.107 0.129 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 0.589 0.6106 0.6322 0.6539 0.6755 0.6971 0.7188 0.7404 0.762 0.7837 0.8053 0.8269 0.8486 0.8702 0.8918 Core Spaces - Proposed 100 YR -SWMM Model.txt 0.9135 0.9351 0.9567 0.9784 1 ********************************************************* NOTE:The summary statistics displayed in this report are based on results found at every computational time step not just on results from each reporting time step. ********************************************************* **************** 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 ............3/2/2017 0:00:00 Ending Date ..............3/2/2017 12:00:00 Antecedent Dry Days ......0 Report Time Step .........0:01:00 Wet Time Step ............0:01:00 Dry Time Step ............1:00:00 Routing Time Step ........1sec Variable Time Step .......YES Maximum Trials ...........8 Number of Threads ........4 Head Tolerance ...........0.0015 ft **************************Volume Depth Runoff Quantity Continuity acre-feet inches **************************---------------- Total Precipitation......220.748 3.669 Evaporation Loss .........0 0 Infiltration Loss ........59.632 0.991 Surface Runoff ...........159.067 2.644 Final Storage ............2.141 0.036 Continuity Error (%).....-0.042 **************************Volume Volume Flow Routing Continuity acre-feet 10^6 gal **************************------------------ Dry Weather Inflow .......0 0 Wet Weather Inflow .......159.063 51.833 Groundwater Inflow .......0 0 RDII Inflow ..............0 0 External Inflow ..........0 0 External Outflow .........155.684 50.732 Flooding Loss ............0 0 Evaporation Loss .........0 0 Exfiltration Loss ........0 0 Initial Stored Volume ....0.001 0 Final Stored Volume ......2.837 0.925 Continuity Error (%).....0.341 ************************* Highest Continuity Errors ************************* Node J931 -47.17% Core Spaces - Proposed 100 YR -SWMM Model.txt Node J444 -1.89% Node J730 (-1.51%) Node J600 (-1.39%) Node P324 (-1.02%) *************************** Time-Step Critical Elements *************************** Link L460_SF -20.75% Link L300_SF -9.92% Link 24 -1.27% ******************************** Highest Flow Instability Indexes ******************************** Link L385_P -52 Link L386_P -4 Link L456_P -3 Link L375_P -2 Link 35 -2 ************************* Routing Time Step Summary ************************* Minimum Time Step :0.24 sec Average Time Step :0.9 sec Maximum Time Step :1sec Percent in Steady State :0 Average Iterations per Step :2.17 Percent Not Converging :0.13 Time Step Frequencies : 1-0.871 sec :72.06 % 0.871 -0.758 sec :3.8 % 0.758 -0.66 sec :10.14 % 0.66 -0.574 sec :6.94 % 0.574 -0.5 sec :7.07 % *************************** 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 0 0.8 1.61 1.22 2.83 0.14 13.68 0.77 B110 3.67 0 0 0.8 1.61 1.22 2.83 0.66 63.7 0.771 B300 3.67 0 0 1.33 0.18 2.16 2.34 0.08 8.48 0.637 B310 3.67 0 0 0.78 1.61 1.24 2.85 1.57 161.71 0.776 B320 3.67 0 0 0.87 1.43 1.33 2.76 0.85 79.37 0.751 B330 3.67 0 0 0.87 1.43 1.34 2.76 2.98 286.46 0.753 B340 3.67 0 0 0.95 1.25 1.44 2.69 2.28 213.32 0.733 B350 3.67 0 0 0.79 1.61 1.23 2.84 1.69 166.45 0.773 B360 3.67 0 0 1.37 0.18 2.12 2.29 0.15 13.18 0.625 B370 3.67 0 0 1.54 0.18 1.95 2.13 1.75 92.54 0.58 B380 3.67 0 0 1.33 0.18 2.16 2.33 0.31 34.01 0.636 B390 3.67 0 0 1.44 0.18 2.05 2.23 0.62 43.91 0.608 B400 3.67 0 0 1.22 0.71 1.72 2.43 1.49 113.6 0.663 B410 3.67 0 0 0.8 1.61 1.22 2.83 0.63 60.07 0.771 B420 3.67 0 0 1.21 0.71 1.72 2.44 0.39 30.04 0.665 B430 3.67 0 0 0.8 1.61 1.22 2.82 0.48 45.04 0.769 B440 3.67 0 0 0.8 1.61 1.22 2.82 0.73 69.11 0.769 B445 3.67 0 0 0.8 1.61 1.22 2.82 0.04 3.74 0.769 B450 3.67 0 0 0.79 1.61 1.23 2.84 0.25 24.75 0.774 Core Spaces - Proposed 100 YR -SWMM Model.txt B455 3.67 0 0 0.79 1.61 1.23 2.84 0.19 18.96 0.774 B460 3.67 0 0 1.04 1.07 1.53 2.61 0.18 15.78 0.71 B465 3.67 0 0 1.04 1.07 1.53 2.61 0.16 14.23 0.71 B470 3.67 0 0 0.13 3.22 0.23 3.45 0.37 39.02 0.94 B480 3.67 0 0 0.13 3.22 0.23 3.45 0.42 45.01 0.94 B490 3.67 0 0 0.13 3.22 0.24 3.45 0.2 21.15 0.941 B500 3.67 0 0 0.13 3.22 0.23 3.45 0.18 19.12 0.94 B510 3.67 0 0 0.13 3.22 0.23 3.45 0.09 9.17 0.94 B520 3.67 0 0 0.34 2.68 0.58 3.26 0.75 81.54 0.888 B530 3.67 0 0 0.34 2.68 0.58 3.26 0.17 19.04 0.889 B540 3.67 0 0 0.34 2.68 0.58 3.26 0.27 29.78 0.889 B600 3.67 0 0 1.52 0.36 1.78 2.14 0.72 36.57 0.582 B610 3.67 0 0 0.55 2.14 0.92 3.06 0.7 76.59 0.834 B620 3.67 0 0 1.19 0.71 1.75 2.46 0.35 29.29 0.671 B630 3.67 0 0 0.88 1.43 1.32 2.75 0.65 59.52 0.75 B640 3.67 0 0 0.13 3.22 0.23 3.45 0.65 67.96 0.94 B650 3.67 0 0 1.58 0.36 1.72 2.08 0.54 25.19 0.567 B660 3.67 0 0 0.79 1.61 1.22 2.83 0.13 13.03 0.772 B670 3.67 0 0 0.8 1.61 1.21 2.82 0.06 5.9 0.769 B680 3.67 0 0 0.81 1.61 1.21 2.82 0.15 14.39 0.768 B690 3.67 0 0 0.62 2.14 0.85 2.99 1.62 141.92 0.816 B700 3.67 0 0 1.63 0.18 1.86 2.04 2.38 105.02 0.555 B710 3.67 0 0 0.72 1.79 1.11 2.9 0.98 95.72 0.79 B720 3.67 0 0 1.55 0.36 1.75 2.11 1.52 73.95 0.576 B730 3.67 0 0 0.78 1.61 1.24 2.84 0.32 32.67 0.775 B740 3.67 0 0 0.54 2.14 0.93 3.07 0.15 16.58 0.837 B750 3.67 0 0 0.79 1.61 1.23 2.84 0.42 41.52 0.774 B760 3.67 0 0 1.12 0.71 1.82 2.54 0.08 9.16 0.691 B770 3.67 0 0 0.7 1.79 1.14 2.92 0.24 25.23 0.797 B780 3.67 0 0 0.84 1.43 1.36 2.79 0.17 18.21 0.76 B790 3.67 0 0 1.16 0.88 1.61 2.49 0.99 76.06 0.678 B800 3.67 0 0 1.24 0.71 1.69 2.41 1.68 121.07 0.657 B805 3.67 0 0 1.24 0.71 1.69 2.41 2.51 180.86 0.657 B810 3.67 0 0 0.64 1.97 1.01 2.98 1.86 190.25 0.812 B830 3.67 0 0 0.84 1.61 1.18 2.78 0.58 49.45 0.759 B840 3.67 0 0 0.82 1.61 1.2 2.81 1 89.92 0.765 B850 3.67 0 0 1.43 0.36 1.88 2.24 1.03 62.87 0.609 B870 3.67 0 0 1 1.07 1.57 2.64 0.19 18.87 0.719 B874 3.67 0 0 0.7 1.79 1.13 2.92 0.43 44.94 0.796 B876 3.67 0 0 0.58 2.14 0.89 3.03 1.4 136.36 0.826 B880 3.67 0 0 0.66 1.96 0.99 2.96 1.26 119.53 0.806 B900 3.67 0 0 0.55 2.14 0.92 3.06 0.18 19.88 0.835 B930 3.67 0 0 0.89 1.43 1.31 2.74 0.39 35.42 0.748 B940 3.67 0 0 0.84 1.61 1.18 2.78 1.17 100.14 0.759 B950 3.67 0 0 0.77 1.61 1.25 2.86 0.2 21.1 0.778 B970 3.67 0 0 0.78 1.61 1.24 2.84 0.67 67.49 0.775 B910A 3.67 0 0 0.38 2.64 0.57 3.21 0.27 24.97 0.876 B770B 3.67 0 0 0.15 3.18 0.25 3.43 0.14 13.54 0.934 B770A 3.67 0 0 0 3.57 0 3.57 0.03 3.54 0.974 B900B 3.67 0 0 0 3.57 0 3.57 0.05 5.62 0.974 B920A 3.67 0 0 1.14 0.71 1.8 2.51 0.26 26.3 0.685 B920C 3.67 0 0 0.5 2.36 0.75 3.11 0.14 13.83 0.847 B920B 3.67 0 0 0.74 2.25 0.62 2.87 0.08 4.66 0.781 B900A 3.67 0 0 0.07 3.39 0.12 3.51 0.05 4.77 0.957 B910C 3.67 0 0 0.13 3.22 0.23 3.45 0.13 13.36 0.94 B910D 3.67 0 0 0 3.57 0 3.57 0.04 4.54 0.974 OS1 3.67 0 0 0.49 2.35 0.76 3.11 0.09 8.57 0.848 B2 3.67 0 0 1.47 0.47 1.71 2.19 0.04 2.32 0.596 B1 3.67 0 0 0.31 2.77 0.52 3.29 0.06 6.03 0.896 A2 3.67 0 0 0.76 1.86 1 2.86 0.14 11.47 0.779 A7 3.67 0 0 0.4 2.57 0.63 3.2 0.04 3.7 0.871 A6 3.67 0 0 0.45 2.45 0.69 3.15 0.06 5.95 0.858 D2 3.67 0 0 0.44 2.35 0.81 3.16 0.04 4.93 0.862 D1 3.67 0 0 0.32 2.73 0.54 3.27 0.03 2.97 0.892 A4 3.67 0 0 0.89 1.54 1.2 2.74 0.14 11.35 0.747 A5 3.67 0 0 0.6 2.12 0.89 3.01 0.03 3.25 0.821 A8 3.67 0 0 0.52 2.3 0.78 3.08 0.1 9.72 0.84 A3 3.67 0 0 0.42 2.5 0.67 3.18 0.03 2.73 0.866 C3 3.67 0 0 0.31 2.86 0.42 3.28 0.16 12.65 0.893 Core Spaces - Proposed 100 YR -SWMM Model.txt C2 3.67 0 0 1.59 2.02 0 2.02 0.06 5.26 0.55 C1 3.67 0 0 1.11 1.54 0.98 2.52 0.35 23.04 0.686 C4 3.67 0 0 0.73 1.99 0.9 2.89 0.21 16.74 0.787 A9 3.67 0 0 0.4 2.6 0.6 3.2 0.04 4.01 0.873 C5 3.67 0 0 0.58 2.31 0.73 3.04 0.11 8.89 0.828 F1 3.67 0 0 0.45 2.42 0.73 3.15 0.03 2.83 0.858 H1 3.67 0 0 1.8 0.22 1.64 1.86 0.32 11.22 0.508 G1 3.67 0 0 0.38 2.67 0.55 3.22 0.1 9.16 0.877 G4 3.67 0 0 0.28 2.88 0.42 3.3 0.09 7.97 0.901 G5 3.67 0 0 0.95 1.38 1.3 2.68 0.09 7.28 0.73 E2 3.67 0 0 1.5 0.21 1.95 2.16 0.04 2.53 0.59 G2 3.67 0 0 0.27 2.88 0.43 3.32 0.09 9.15 0.904 G3 3.67 0 0 0.81 1.68 1.13 2.81 0.08 7.09 0.767 A1 3.67 0 0 1.38 0.43 1.85 2.28 0.09 5.62 0.621 E1 3.67 0 0 0.13 3.22 0.23 3.45 0.12 12.26 0.941 OS2 3.67 0 0 0.95 1.57 1.11 2.67 0.14 10.43 0.729 OS3 3.67 0 0 0.39 2.64 0.57 3.21 0.07 6.91 0.875 OS4 3.67 0 0 0.37 2.71 0.51 3.23 0.15 12.69 0.879 OF1 3.67 0 0 1.71 0.07 1.88 1.95 0.01 0.6 0.533 OF2 3.67 0 0 2.14 0.07 1.46 1.53 0.02 0.5 0.416 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL OccurrenceMax Depth Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- J100 JUNCTION 0.26 1.19 4959.4 0 0:59 1.18 J300 JUNCTION 1.34 3.63 4888.15 0 1:11 3.63 J310 JUNCTION 1.59 4.26 4896.41 0 1:10 4.26 J316 JUNCTION 1.02 3.54 4896.51 0 1:10 3.54 J320 JUNCTION 2.66 6.39 4902.25 0 1:08 6.39 J330 JUNCTION 1.23 3.48 4907.03 0 1:06 3.48 J340 JUNCTION 0.21 1.22 4910.95 0 0:41 1.22 J346 JUNCTION 0.18 1.21 4920.48 0 0:40 1.21 J350 JUNCTION 0.08 0.66 4921.68 0 0:40 0.66 J360 JUNCTION 0.55 1.56 4924.9 0 0:56 1.56 J361 JUNCTION 0.51 0.79 4982.06 0 0:48 0.79 J362 JUNCTION 1.34 4.84 5001.71 0 0:47 4.84 J373 JUNCTION 0.3 0.79 4994.98 0 1:20 0.79 J374 JUNCTION 2.13 7.43 5003.74 0 1:19 7.43 J380 JUNCTION 0.62 1.53 4932.42 0 0:46 1.53 J386 JUNCTION 0.48 1.64 4975.64 0 0:59 1.64 J390 JUNCTION 0.29 0.91 4933.22 0 0:46 0.91 J400 JUNCTION 0.26 0.76 4936.79 0 0:50 0.76 J410 JUNCTION 0.49 5.2 4947.45 0 0:40 5.2 J414 JUNCTION 0.4 1.49 4940.18 0 1:01 1.49 J444 JUNCTION 0.18 1.07 4962.21 0 0:45 1.07 J448 JUNCTION 0.05 0.52 4967.74 0 0:40 0.51 J450 JUNCTION 0.32 3.21 4970.54 0 0:40 3.21 J451 JUNCTION 0.27 1.63 4968.43 0 0:41 1.63 J452 JUNCTION 0.18 1.71 4969.91 0 0:44 1.71 J452-TypeR JUNCTION 0.03 0.33 4976.8 0 0:40 0.33 J456 JUNCTION 0.71 6 4975.6 0 0:44 6 J456-TypeR JUNCTION 0.27 4.07 4976.96 0 0:40 4.07 J457 JUNCTION 0.28 1.67 4979.17 0 0:44 1.67 J458 JUNCTION 0.22 1.49 4979.4 0 0:40 1.49 J462 JUNCTION 0.35 2.61 4980.65 0 0:40 2.55 J464 JUNCTION 0.29 2.94 4981.44 0 0:40 2.92 J470 JUNCTION 0.13 1.63 5000.14 0 0:40 1.63 J482 JUNCTION 1.47 9.3 5008.05 0 0:40 9.29 J500 JUNCTION 0.15 1.93 4992.13 0 0:40 1.93 J508 JUNCTION 0.06 0.47 4984.71 0 0:42 0.47 J510 JUNCTION 0.05 0.53 4992.09 0 0:40 0.53 J516 JUNCTION 0.02 0.39 5003.81 0 0:40 0.39 Core Spaces - Proposed 100 YR -SWMM Model.txt J520 JUNCTION 1.6 6.86 5005.63 0 0:40 6.86 J525 JUNCTION 1.5 6.45 5009.61 0 0:40 6.45 J540 JUNCTION 0.05 0.46 5019.89 0 0:40 0.46 J600 JUNCTION 0.29 1 4936.31 0 0:41 1 J620 JUNCTION 0.04 0.22 4961.57 0 0:43 0.22 J626 JUNCTION 0.64 2.25 4941.2 0 0:40 2.25 J630 JUNCTION 0.11 0.87 4946.78 0 0:40 0.87 J640 JUNCTION 0.53 1.78 4945.1 0 0:59 1.78 J650 JUNCTION 0.5 1.58 4958.44 0 0:59 1.58 J651 JUNCTION 0.1 0.55 4976.78 0 0:59 0.55 J652 JUNCTION 0.35 0.87 4970.87 0 0:51 0.87 J676 JUNCTION 1.35 4.52 4977.52 0 0:52 4.52 J710 JUNCTION 0.3 1.08 4984.36 0 0:52 1.08 J730 JUNCTION 0.1 0.5 4990.5 0 0:42 0.5 J736 JUNCTION 0.38 2.33 4992.6 0 0:40 2.33 J740 JUNCTION 0.67 4.75 4996.21 0 0:40 4.74 J760 JUNCTION 0.03 0.2 5022.68 0 0:40 0.2 J770 JUNCTION 0.7 9.55 5021.23 0 0:40 9.55 J770A JUNCTION 0.21 3.99 5028.47 0 0:45 3.99 J770B JUNCTION 0.27 3.98 5035.34 0 0:41 3.98 J782 JUNCTION 0.58 7.29 5025.99 0 0:42 7.29 J804 JUNCTION 0.31 1.25 4942.96 0 0:45 1.25 J805 JUNCTION 0.12 0.84 4949.11 0 0:40 0.83 J810 JUNCTION 0.61 1.46 4965.07 0 0:40 1.45 J828 JUNCTION 0.21 0.89 5062.55 0 0:47 0.89 J830 JUNCTION 0.11 0.92 5063.54 0 0:40 0.92 J840 JUNCTION 0.26 1.92 5064.83 0 0:40 1.92 J870 JUNCTION 0.13 0.5 5043 0 0:45 0.5 J872 JUNCTION 0.08 0.23 5045.9 0 0:54 0.23 J873 JUNCTION 1.07 3.65 5049.65 0 0:54 3.65 J875 JUNCTION 0.12 0.52 5050.88 0 0:43 0.52 J880 JUNCTION 0.4 1.18 4972.7 0 0:40 1.18 J884 JUNCTION 0.49 0.84 4969.77 0 0:43 0.84 J886 JUNCTION 0.05 0.46 4987.77 0 0:41 0.46 J900 JUNCTION 0.05 0.52 5013.55 0 0:40 0.52 J900A JUNCTION 0.38 4.76 5028.4 0 0:45 4.74 J900B JUNCTION 0.38 2.95 5026.35 0 0:46 2.94 J908 JUNCTION 0 0 5024.29 0 0:00 0 J909 JUNCTION 0 0 5026.5 0 0:00 0 J910 JUNCTION 0.47 1.66 5021.66 0 0:48 1.66 5g JUNCTION 0 0 5009 0 0:48 0 J910B JUNCTION 0.47 1.5 5032.56 0 0:40 1.49 J910C JUNCTION 0.27 4.77 5029.77 0 0:40 4.76 J910D JUNCTION 2.69 5.72 5026.34 0 0:46 5.71 J919_1 JUNCTION 0.84 4.65 5036.45 0 0:40 4.53 J920A JUNCTION 0.43 1.4 5041.4 0 0:40 1.39 J920B JUNCTION 0.16 1.36 5037.56 0 0:41 1.35 J920C JUNCTION 0.31 4.78 5036.09 0 0:46 4.78 J925A JUNCTION 0.34 4.13 5032.13 0 0:46 4.12 J925B JUNCTION 0.43 6.49 5030.29 0 0:46 6.49 J925C JUNCTION 1.25 6.15 5028.38 0 0:45 6.15 J925D JUNCTION 1.74 5.8 5027.46 0 0:46 5.8 J931 JUNCTION 1.86 2.31 5051.64 0 12:00 2.31 J932 JUNCTION 3.14 6.18 5068.89 0 2:20 6.18 J963 JUNCTION 0 0 5087.95 0 0:00 0 J969 JUNCTION 0 0 5090.64 0 0:00 0 J364 JUNCTION 0 0 5007 0 0:00 0 4C JUNCTION 0.09 0.78 5022.78 0 0:40 0.78 5C JUNCTION 0.07 0.56 5022.56 0 0:40 0.56 1.7 JUNCTION 0.16 1.23 5021.74 0 0:40 1.22 3a JUNCTION 0.05 0.48 5033.73 0 0:40 0.48 2a JUNCTION 0.08 0.68 5035.68 0 0:40 0.68 1.2 JUNCTION 0.1 0.84 5032.74 0 0:40 0.84 4a JUNCTION 0.09 0.77 5033.95 0 0:40 0.77 5a JUNCTION 0.05 0.55 5033.05 0 0:40 0.55 1.3 JUNCTION 0.2 1.69 5028.64 0 0:40 1.68 6a JUNCTION 0.05 0.42 5033.42 0 0:40 0.42 7a JUNCTION 0.03 0.27 5033.27 0 0:40 0.27 1.1 JUNCTION 0.05 0.43 5031.4 0 0:40 0.43 Core Spaces - Proposed 100 YR -SWMM Model.txt 1a JUNCTION 0.08 0.67 5042.76 0 0:40 0.67 d.2 JUNCTION 0.21 1.75 5025.5 0 0:48 1.75 d.1 JUNCTION 0.21 1.75 5025.5 0 0:48 1.75 6.1 JUNCTION 0.82 2.75 5025.5 0 0:48 2.75 4g JUNCTION 0.16 1.57 5015.57 0 0:40 1.57 1.9 JUNCTION 0.22 1.77 5020.77 0 0:40 1.75 1g JUNCTION 0.04 0.34 5021.58 0 0:40 0.34 2 JUNCTION 0.38 3.52 5017.36 0 0:40 3.45 2.2 JUNCTION 0.3 2.42 5014.42 0 0:39 2.42 2.3 JUNCTION 0 0.01 5001.01 0 0:39 0.01 1f JUNCTION 0 0 5017.84 0 0:47 0 8a JUNCTION 0.07 0.71 5025.71 0 0:40 0.71 9a JUNCTION 0.04 0.4 5025.4 0 0:40 0.4 1c JUNCTION 0.19 1.63 5033.63 0 0:40 1.62 2c JUNCTION 0.12 1.44 5033.44 0 0:40 1.44 2.1 JUNCTION 0.2 1.76 5015.26 0 0:40 1.74 1.4 JUNCTION 0.2 1.71 5033.46 0 0:40 1.7 1.5 JUNCTION 0.18 1.27 5032.15 0 0:40 1.26 3.2 JUNCTION 0.69 2.43 5026.63 0 0:40 2.41 3.3 JUNCTION 0.69 2.39 5026.02 0 0:40 2.37 6.2 JUNCTION 0.98 3.14 5025.54 0 0:48 3.14 1.8 JUNCTION 0.16 1.4 5025.3 0 0:40 1.4 1b JUNCTION 0.04 0.41 5030.59 0 0:40 0.41 1.6 JUNCTION 0.18 1.24 5029.13 0 0:40 1.23 3c JUNCTION 0.13 1.05 5029.38 0 0:40 1.05 5.1 JUNCTION 0.71 2.35 5025.69 0 0:40 2.34 7.1 JUNCTION 0.33 2.16 5047.16 0 0:47 2.16 J362.1 JUNCTION 1.48 4.26 5002.26 0 0:47 4.26 O099 OUTFALL 0.26 1.19 4949.07 0 0:59 1.18 O299 OUTFALL 1.34 3.63 4887.63 0 1:11 3.63 P324 STORAGE 1.21 5.64 4944.83 0 0:59 5.64 P343 STORAGE 1.06 5.95 4989.55 0 0:43 5.95 P363 STORAGE 2.26 5.83 5004.91 0 2:09 5.83 P366 STORAGE 2.89 5.15 5025.52 0 0:47 5.15 P367 STORAGE 3.13 3.55 5029.52 0 1:05 3.55 P375 STORAGE 2.11 7.93 5004.55 0 1:20 7.93 P382 STORAGE 1.27 3.76 4978.52 0 0:51 3.76 P383 STORAGE 1.09 4.13 4977.73 0 0:52 4.13 P384 STORAGE 0.23 1.93 4976.12 0 0:50 1.93 P385 STORAGE 0.04 1 4959.65 0 0:40 1 P386 STORAGE 1.05 2.87 4978.16 0 0:58 2.87 P400 STORAGE 2.52 3.06 4951.88 0 0:40 3.06 P874 STORAGE 1.08 3.5 5049.67 0 0:54 3.5 P876 STORAGE 0.83 2.75 5054.05 0 0:44 2.75 P930 STORAGE 0.68 2.07 5057.18 0 1:20 2.07 P940 STORAGE 3.51 8.24 5075.24 0 2:07 8.24 P950 STORAGE 1.35 4.44 5085.63 0 2:00 4.44 P970 STORAGE 1.1 4.3 5092.99 0 1:11 4.3 P790 STORAGE 0.68 8.85 5037.81 0 0:41 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 77.38 203.77 0 0:58 0.809 5.9 -0.07 J300 JUNCTION 8.48 948.39 0 1:10 0.0762 44.8 0.01 J310 JUNCTION 0 949.12 0 1:09 0 44.8 0.125 J316 JUNCTION 161.71 970.02 0 1:08 1.57 44.8 0.005 J320 JUNCTION 79.37 937.14 0 1:06 0.847 43.3 0.068 J330 JUNCTION 286.46 1118.96 0 0:54 2.98 42.6 0.306 J340 JUNCTION 0 373.81 0 0:40 0 3.98 0.144 J346 JUNCTION 213.32 377.83 0 0:40 2.28 3.98 -0.145 Core Spaces - Proposed 100 YR -SWMM Model.txt J350 JUNCTION 166.45 166.45 0 0:40 1.69 1.69 -0.019 J360 JUNCTION 139.73 1167.27 0 0:49 2.2 35.9 0.945 J361 JUNCTION 0 56.38 0 0:47 0 7.91 0 J362 JUNCTION 0 60 0 0:38 0 7.91 0.001 J373 JUNCTION 0 49.76 0 1:19 0 3.48 0.001 J374 JUNCTION 0 49.76 0 1:19 0 3.48 -0.066 J380 JUNCTION 0 770.34 0 0:45 0 26 -0.098 J386 JUNCTION 0 87.27 0 0:58 0 2.56 0.047 J390 JUNCTION 157.52 368.44 0 0:40 2.12 11.9 -0.231 J400 JUNCTION 0 129.82 0 0:49 0 5.04 0.097 J410 JUNCTION 60.07 60.07 0 0:40 0.628 0.628 -0.011 J414 JUNCTION 0 110.16 0 0:59 0 4.42 0.038 J444 JUNCTION 0 126.11 0 0:41 0 2.22 1.928 J448 JUNCTION 0 24.12 0 0:40 0 0.248 0.061 J450 JUNCTION 24.75 24.75 0 0:40 0.247 0.247 -0.018 J451 JUNCTION 0 105.38 0 0:44 0 1.98 -0.014 J452 JUNCTION 0 105.38 0 0:44 0 1.98 0.004 J452-TypeR JUNCTION 3.74 3.74 0 0:40 0.0396 0.0396 -0.013 J456 JUNCTION 15.78 104.62 0 0:43 0.18 1.94 -0.006 J456-TypeR JUNCTION 14.23 14.23 0 0:40 0.163 0.163 -0.002 J457 JUNCTION 0 90.89 0 0:40 0 1.6 0.016 J458 JUNCTION 0 91.05 0 0:40 0 1.59 -0.013 J462 JUNCTION 0 91.06 0 0:40 0 1.59 -0.011 J464 JUNCTION 0 40.91 0 0:40 0 0.51 -0.011 J470 JUNCTION 39.02 39.02 0 0:40 0.368 0.368 0.001 J482 JUNCTION 0 46.27 0 0:40 0 0.296 0.89 J500 JUNCTION 19.12 58.32 0 0:40 0.18 0.373 -0.001 J508 JUNCTION 18.96 88.57 0 0:40 0.189 0.592 0.265 J510 JUNCTION 9.17 73.31 0 0:40 0.0862 0.402 -0.255 J516 JUNCTION 0 109.35 0 0:40 0 0.51 0.121 J520 JUNCTION 81.54 124.29 0 0:40 0.746 0.951 0.637 J525 JUNCTION 19.04 48.53 0 0:40 0.173 0.441 0.771 J540 JUNCTION 29.78 29.78 0 0:40 0.27 0.27 0.784 J600 JUNCTION 113.15 293.53 0 0:40 1.42 7.58 -1.372 J620 JUNCTION 29.29 29.29 0 0:40 0.354 0.354 0.014 J626 JUNCTION 0 171.29 0 0:40 0 5.8 0.014 J630 JUNCTION 59.52 59.52 0 0:40 0.646 0.646 0 J640 JUNCTION 67.96 129.08 0 0:58 0.648 5.16 -0.026 J650 JUNCTION 25.19 120.36 0 0:57 0.541 4.51 0.031 J651 JUNCTION 0 187.11 0 0:58 0 5.09 0.093 J652 JUNCTION 0 14.07 0 0:51 0 1.27 -0.002 J676 JUNCTION 0 11.7 0 0:52 0 1.21 -0.007 J710 JUNCTION 169.67 283.17 0 0:40 2.5 4.74 0.849 J730 JUNCTION 32.67 153.32 0 0:40 0.323 2.2 -1.492 J736 JUNCTION 0 125.43 0 0:40 0 1.88 -0.008 J740 JUNCTION 58.1 123.95 0 0:40 0.562 1.8 -0.072 J760 JUNCTION 9.16 9.16 0 0:40 0.0826 0.0826 0.036 J770 JUNCTION 43.44 73.21 0 0:40 0.408 1.24 0.239 J770A JUNCTION 3.54 6.02 0 0:40 0.0349 0.042 -0.069 J770B JUNCTION 13.54 13.54 0 0:40 0.142 0.142 -0.034 J782 JUNCTION 0 30.35 0 0:34 0 0.828 -0.213 J804 JUNCTION 121.07 496.18 0 0:40 1.68 14.2 0.244 J805 JUNCTION 0 179.79 0 0:40 0 2.5 -0.481 J810 JUNCTION 190.25 252.02 0 0:40 1.86 9.94 -0.196 J828 JUNCTION 0.5 118.03 0 0:40 0.0232 1.63 0.632 J830 JUNCTION 49.45 49.45 0 0:40 0.578 0.578 -0.076 J840 JUNCTION 90.47 90.47 0 0:40 1.02 1.02 -0.821 J870 JUNCTION 18.87 95.25 0 0:44 0.193 2.01 0.051 J872 JUNCTION 0 10.14 0 0:54 0 0.426 0.014 J873 JUNCTION 0 6.06 0 0:41 0 0.402 0 J875 JUNCTION 0 78.33 0 0:44 0 1.4 0.004 J880 JUNCTION 119.53 156.15 0 0:40 1.26 4.74 -0.011 J884 JUNCTION 0 72.11 0 0:41 0 8.1 0.111 J886 JUNCTION 0 19.19 0 0:40 0 0.181 -0.954 J900 JUNCTION 19.88 19.88 0 0:40 0.18 0.18 -0.114 J900A JUNCTION 4.77 10.3 0 0:40 0.0458 0.0878 -0.3 J900B JUNCTION 5.62 5.62 0 0:40 0.0543 0.0553 0.065 J908 JUNCTION 0 0 0 0:00 0 0 0 gal J909 JUNCTION 0 0 0 0:00 0 0 0 gal Core Spaces - Proposed 100 YR -SWMM Model.txt J910 JUNCTION 0 101.97 0 0:48 0 3.79 0.026 5g JUNCTION 7.28 105.44 0 0:48 0.0895 3.88 0 J910B JUNCTION 8.57 63.37 0 0:40 0.0929 2.69 -0.001 J910C JUNCTION 13.36 13.78 0 0:40 0.126 0.151 0.651 J910D JUNCTION 4.54 51.74 0 0:45 0.0446 0.758 0.666 J919_1 JUNCTION 0 45.54 0 0:40 0 2.16 0 J920A JUNCTION 33.2 42.48 0 0:40 0.335 2.08 0.001 J920B JUNCTION 4.66 4.66 0 0:40 0.077 0.077 0.001 J920C JUNCTION 13.83 37.68 0 0:41 0.144 0.31 -0.75 J925A JUNCTION 0 33 0 0:38 0 0.421 0.038 J925B JUNCTION 0 33.06 0 0:46 0 0.421 0.178 J925C JUNCTION 0 41.2 0 0:40 0 0.509 -0.125 J925D JUNCTION 0 48.32 0 0:44 0 0.658 0.284 J931 JUNCTION 10.43 13.92 0 0:40 0.141 0.831 89.291 J932 JUNCTION 0 15.73 0 0:53 0 2.04 -0.139 J963 JUNCTION 0 0 0 0:00 0 0 0 gal J969 JUNCTION 0 0 0 0:00 0 0 0 gal J364 JUNCTION 0 0 0 0:00 0 0 0 gal 4C JUNCTION 16.74 16.74 0 0:40 0.208 0.208 0 5C JUNCTION 8.89 8.89 0 0:40 0.11 0.11 -0.002 1.7 JUNCTION 0 65.19 0 0:40 0 0.893 -0.005 3a JUNCTION 2.73 2.73 0 0:40 0.0268 0.0268 -0.001 2a JUNCTION 11.47 11.47 0 0:40 0.138 0.138 -0.001 1.2 JUNCTION 0 34.17 0 0:40 0 0.425 -0.002 4a JUNCTION 11.35 28.25 0 0:40 0.138 0.364 0.001 5a JUNCTION 3.25 5.96 0 0:40 0.0344 0.0611 -0.001 1.3 JUNCTION 0 43.74 0 0:40 0 0.524 -0.006 6a JUNCTION 5.95 5.95 0 0:40 0.0615 0.0615 0.001 7a JUNCTION 3.7 3.7 0 0:40 0.0373 0.0373 0 1.1 JUNCTION 0 9.64 0 0:40 0 0.0989 -0.009 1a JUNCTION 5.62 5.62 0 0:40 0.0872 0.0872 0.007 d.2 JUNCTION 4.93 4.93 0 0:40 0.0438 0.0562 0.569 d.1 JUNCTION 2.97 2.97 0 0:40 0.0276 0.0309 0.329 6.1 JUNCTION 0 78.15 0 0:40 0 2.89 -0.009 4g JUNCTION 15.06 15.06 0 0:40 0.172 0.172 -0.003 1.9 JUNCTION 0 121.21 0 0:40 0 1.56 0.002 1g JUNCTION 9.16 9.16 0 0:40 0.102 0.102 -0.001 2 JUNCTION 9.15 129.62 0 0:40 0.0936 1.66 0 2.2 JUNCTION 0 152.46 0 0:40 0 1.93 0 2.3 JUNCTION 0 152.35 0 0:40 0 1.93 0 1f JUNCTION 2.83 86.41 0 0:47 0.0274 1.64 0 8a JUNCTION 9.72 9.72 0 0:40 0.103 0.103 -0.003 9a JUNCTION 4.01 4.01 0 0:40 0.0417 0.0417 -0.005 1c JUNCTION 23.04 23.04 0 0:40 0.355 0.355 0 2c JUNCTION 5.26 5.26 0 0:40 0.0598 0.0598 0.007 2.1 JUNCTION 0 149.56 0 0:40 0 1.83 0 1.4 JUNCTION 0 28.25 0 0:40 0 0.414 0.001 1.5 JUNCTION 0 28.13 0 0:40 0 0.414 -0.005 3.2 JUNCTION 2.32 71.24 0 0:40 0.0433 2.79 0.001 3.3 JUNCTION 0 70.59 0 0:40 0 2.79 0.001 6.2 JUNCTION 0 77.12 0 0:40 0 2.93 0.015 1.8 JUNCTION 0 56.59 0 0:40 0 0.668 0.002 1b JUNCTION 6.03 6.03 0 0:40 0.0562 0.0562 -0.038 1.6 JUNCTION 0 40.64 0 0:40 0 0.575 0.013 3c JUNCTION 12.65 12.65 0 0:40 0.161 0.161 -0.004 5.1 JUNCTION 0 70.52 0 0:40 0 2.79 -0.004 7.1 JUNCTION 0 85.36 0 0:47 0 1.61 -0.001 J362.1 JUNCTION 12.69 62.37 0 0:39 0.149 7.91 0.005 O099 OUTFALL 0 203.24 0 0:59 0 5.9 0 O299 OUTFALL 0 948.35 0 1:11 0 44.8 0 P324 STORAGE 144.2 281.4 0 0:42 1.6 4.37 -1.009 P343 STORAGE 66.15 125.95 0 0:40 0.623 1.08 -0.043 P363 STORAGE 11.22 293.35 0 0:45 0.322 7.77 -0.002 P366 STORAGE 14.79 135.88 0 0:40 0.161 3.9 0.089 P367 STORAGE 24.97 24.97 0 0:40 0.267 0.267 -0.005 P375 STORAGE 62.87 148.62 0 0:45 1.03 3.04 -0.002 P382 STORAGE 141.92 141.92 0 0:40 1.62 1.62 0.005 P383 STORAGE 14.39 14.39 0 0:40 0.155 0.155 -0.006 P384 STORAGE 5.9 5.9 0 0:40 0.0628 0.0628 0.004 Core Spaces - Proposed 100 YR -SWMM Model.txt P385 STORAGE 13.03 13.03 0 0:40 0.135 0.135 -5.377 P386 STORAGE 105.02 315.16 0 0:50 2.38 7.65 -0.002 P400 STORAGE 180.86 180.86 0 0:40 2.51 2.51 -0.03 P874 STORAGE 44.94 44.94 0 0:40 0.427 0.427 0.003 P876 STORAGE 136.36 136.36 0 0:40 1.4 1.4 0.004 P930 STORAGE 35.42 35.42 0 0:40 0.392 0.392 0.005 P940 STORAGE 100.14 109.85 0 0:40 1.17 2.04 -0.177 P950 STORAGE 21.1 29.08 0 0:40 0.199 0.867 -0.152 P970 STORAGE 67.49 67.49 0 0:40 0.669 0.669 0.017 P790 STORAGE 76.06 76.06 0 0:40 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 J925B JUNCTION 0.05 0.089 4.911 J362.1 JUNCTION 0.08 0.164 5.736 ********************* 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 Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------- P324 31.109 8 0 0 204.931 51 0 0:59 110.16 P343 5.605 10 0 0 46.679 84 0 0:43 64.6 P363 139.726 24 0 0 444.855 75 0 2:09 50 P366 32.273 36 0 0 71.219 80 0 0:47 101.97 P367 20.21 67 0 0 24.402 81 0 1:05 3.8 P375 25.598 10 0 0 142.571 56 0 1:20 45.62 P382 26.006 10 0 0 96.83 37 0 0:51 51.13 P383 0.86 6 0 0 5.858 43 0 0:52 4.78 P384 0.16 1 0 0 2.042 8 0 0:50 2.38 P385 0.024 0 0 0 1.023 6 0 0:40 10.01 P386 24.16 3 0 0 145.106 19 0 0:58 274.38 P400 2.519 63 0 0 3.064 77 0 0:40 179.79 P874 8.696 23 0 0 31.556 83 0 0:54 10.14 P876 14.525 20 0 0 62.703 87 0 0:44 78.33 P930 7.537 9 0 0 30.194 38 0 1:20 4.44 P940 43.3 25 0 0 118.65 70 0 2:07 15.73 P950 4.46 14 0 0 16.648 52 0 2:00 10.71 P970 10.676 13 0 0 47.528 58 0 1:11 8.5 P790 0.063 2 0 0 1.167 38 0 0:41 57.88 *********************** Outfall Loading Summary *********************** Core Spaces - Proposed 100 YR -SWMM Model.txt ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- O099 98.54 26.65 203.24 5.899 O299 98.27 176.08 948.35 44.829 ----------------------------------------------------------- System 98.4 202.73 1125.78 50.728 ******************** 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 0:44 9.02 0.26 0.56 L100_SF CHANNEL 203.24 0 0:59 6.62 0.01 0.15 L300_SF CHANNEL 948.35 0 1:11 12.54 0.22 0.51 L310_SF CHANNEL 947.42 0 1:10 11.05 0.31 0.56 L316_SF CHANNEL 949.12 0 1:09 9.43 0.32 0.92 L320_SF CHANNEL 949.89 0 1:08 14.78 0.2 0.49 L324_P1 CONDUIT 49.45 0 0:59 11.77 1.51 0.8 L324_P2 CONDUIT 60.71 0 0:59 8.93 1.14 0.92 L324_SF CHANNEL 0 0 0:00 0 0 0.5 L326_SF CHANNEL 923.97 0 1:06 4.05 0.22 0.74 L340_SF CHANNEL 332.07 0 0:41 3.88 0.18 0.5 L346_SF CHANNEL 373.81 0 0:40 8.68 0.43 0.76 L350_SF CHANNEL 164.75 0 0:40 8.04 0.12 0.46 L360_SF CHANNEL 909.54 0 0:56 14.47 0.01 0.21 L361_SF CHANNEL 56.37 0 0:48 21.61 0.01 0.12 L362_P CONDUIT 56.38 0 0:47 17.49 0.7 0.66 L363_P CONDUIT 60 0 0:38 7.45 0.27 1 L363_SF CHANNEL 0 0 0:00 0 0 0 L363_SF2 CHANNEL 0 0 0:00 0 0 0 L363_SF3 CHANNEL 0 0 0:00 0 0 0 L366_SF CHANNEL 0 0 0:00 0 0 0 L366_SF2 CHANNEL 0 0 0:00 0 0 0 L366_SF4 DUMMY 105.44 0 0:48 L367_SF CHANNEL 3.63 0 1:05 3.04 0 0.35 L373_SF CHANNEL 49.76 0 1:20 7.38 0.02 0.17 L374_P CONDUIT 49.76 0 1:19 14.52 0.78 0.66 L375_P CONDUIT 45.62 0 2:11 9.29 2.26 1 L375_SF CHANNEL 0.08 0 0:40 0.49 0 0.02 L380_SF CHANNEL 854.69 0 0:50 >50.00 0.01 0.09 L382_P CONDUIT 9.9 0 2:31 5.6 1.01 1 L383_P CONDUIT 4.78 0 0:53 3.05 0.42 1 L386_P CONDUIT 23.9 0 0:54 13.53 1.42 1 L386_SF CHANNEL 63.65 0 0:58 3.62 0.86 0.98 L386_SF2 CHANNEL 187.11 0 0:58 7.44 0.4 0.42 L390_SF CHANNEL 350.68 0 0:46 36.64 0.02 0.23 L400_SF CHANNEL 128.27 0 0:50 >50.00 0 0.14 L401_SF CHANNEL 179.79 0 0:40 4.16 0.18 0.59 L410_P CONDUIT 28.97 0 0:48 12.64 0.84 0.69 L410_SF CONDUIT 30.67 0 0:40 5.24 0.03 0.2 L414_SF CHANNEL 110.03 0 1:01 4.42 0.02 0.25 L444_SF CHANNEL 120.52 0 0:45 5.14 0.01 0.15 L448_SF CONDUIT 24.07 0 0:40 6.32 0.06 0.25 L450_P CONDUIT 16.52 0 0:40 7.94 1.71 0.63 L450_SF CHANNEL 7.61 0 0:40 1.26 0.02 0.18 L451_SF CHANNEL 105.4 0 0:44 8.92 0.04 0.27 L453_P CONDUIT 3.73 0 0:40 7.33 0.23 0.66 L456_P CONDUIT 103.12 0 0:44 13.42 0.58 0.74 L456_SF CHANNEL 1.15 0 0:44 2.17 0 0.07 L456-TypeR-SFCONDUIT 9.22 0 0:40 1.63 0.01 0.54 Core Spaces - Proposed 100 YR -SWMM Model.txt L457_P CONDUIT 5 0 0:32 8.12 0.34 1 L457_SF CONDUIT 84.11 0 0:44 3.52 0.12 0.35 L458_SF CONDUIT 90.89 0 0:40 3.25 0.11 0.39 L460_SF CONDUIT 91.05 0 0:40 15.55 0.9 0.59 L464_SF CONDUIT 40.85 0 0:40 7.34 0.63 0.9 L470_P CONDUIT 38.91 0 0:40 15.79 0.78 0.74 L482_P CONDUIT 2 0 0:31 1.15 0.05 1 L482_SF CHANNEL 43.19 0 0:40 3.4 0.01 0.2 L500_SF CONDUIT 58.03 0 0:40 4.6 0.16 0.43 L508_SF CHANNEL 68.86 0 0:42 5.46 0.01 0.16 L510_SF CHANNEL 72.8 0 0:40 6.95 0.28 0.66 L516_SF CHANNEL 40.2 0 0:40 5.09 0.02 0.2 L516_SF2 CHANNEL 65.18 0 0:40 4.57 0.03 0.28 L520_P CONDUIT 15.31 0 0:35 8.69 2.34 1 L520_SF CHANNEL 109.35 0 0:40 4.59 0.21 0.53 L525_P CONDUIT 2 0 0:16 7.27 0.04 0.57 L525_SF CHANNEL 46.27 0 0:40 4.96 0.01 0.16 L540_SF CHANNEL 29.5 0 0:40 4.7 0 0.13 L600_SF CHANNEL 290.24 0 0:43 12.66 0.02 0.22 L620_SF CHANNEL 22.09 0 0:43 >50.00 0 0.04 L626_SF CHANNEL 167.97 0 0:40 8 0.03 0.18 L630_SF CHANNEL 57.39 0 0:40 3.83 0.01 0.15 L640_SF CHANNEL 128.71 0 0:59 5.07 0.05 0.31 L648_SF CHANNEL 120.02 0 0:59 5.46 0.04 0.3 L651_SF CHANNEL 187 0 0:59 4.8 0.08 0.39 L670_P CONDUIT 14.07 0 0:51 9.62 0.39 0.61 L670_SF CHANNEL 87.2 0 0:59 7.07 0.16 0.52 L676_P CONDUIT 11.7 0 0:52 7.81 1.33 0.79 L700A_SF CHANNEL 0 0 0:00 0 0 0.33 L700B_P CONDUIT 8.3 0 0:36 5.08 1.25 0.88 L700B_SF CHANNEL 3.05 0 0:41 2.12 0.08 0.48 L710_SF CHANNEL 176.8 0 0:52 1.95 0.02 0.18 L730_SF CHANNEL 132.29 0 0:42 1.19 0.04 0.32 L736_SF CHANNEL 125.35 0 0:40 11.27 0.64 0.47 L740_P CONDUIT 32.74 0 0:31 10.39 1.16 1 L740_SF CHANNEL 86.85 0 0:40 4.44 0.1 0.38 L760_SF CHANNEL 7.81 0 0:40 5.3 0.01 0.19 L770_P CONDUIT 46.28 0 0:45 14.73 1.07 1 L770_SF CHANNEL 21.14 0 0:40 2.1 0.01 0.19 L770A_P CONDUIT 5.81 0 0:40 3.41 0.64 1 L780_SF CHANNEL 3.25 0 0:42 2.11 0.01 0.19 L782_P CONDUIT 33.07 0 0:56 11.12 0.95 1 L790_P CONDUIT 30.35 0 0:34 14.54 0.46 1 L790_SF CHANNEL 27.53 0 0:42 2.29 0.15 0.58 L804_SF CONDUIT 420.65 0 0:45 4.79 0.2 0.46 L805_SF CHANNEL 159.54 0 0:40 2.09 0.01 0.13 L810_SF CHANNEL 229.15 0 0:40 5.02 0.04 0.31 L828_SF CHANNEL 85.36 0 0:47 2.1 0.09 0.36 L830_SF CHANNEL 49.36 0 0:40 8.49 0.13 0.38 L840_SF CHANNEL 72.27 0 0:41 2.17 0.06 0.28 L870_SF CHANNEL 93.45 0 0:45 9.33 0.03 0.22 L873_P CONDUIT 5.93 0 0:54 7.86 1.1 0.59 L873_SF CHANNEL 10.14 0 0:54 3.62 0 0.12 L875_SF CHANNEL 78.43 0 0:44 6.44 0.03 0.19 L876_P CONDUIT 11.31 0 0:43 8.96 0.76 0.67 L880_SF CHANNEL 134.75 0 0:41 4.92 0.06 0.38 L884_SF CHANNEL 70.34 0 0:43 2.36 0.09 0.52 L886_SF CHANNEL 17.04 0 0:41 2 0.01 0.16 L900_SF CHANNEL 19.19 0 0:40 4.85 0 0.05 L900A_P CONDUIT 8.79 0 0:40 2.06 0.31 1 L900A_SF CONDUIT 0 0 0:00 0 0 0.13 L900B_P CONDUIT 5.1 0 0:36 4.88 0.15 1 L900B_SF CHANNEL 0 0 0:00 0 0 0 L908_SF CHANNEL 0 0 0:00 0 0 0.06 L910C_P CONDUIT 11.2 0 0:36 6.56 1.18 1 L919_P CONDUIT 45.46 0 0:40 10.82 1.31 0.8 L919_SF1 CHANNEL 0 0 0:00 0 0 0 L920_SF CHANNEL 0 0 0:00 0 0 0.13 L920A_P CONDUIT 41.14 0 0:40 7.92 0.48 0.52 Core Spaces - Proposed 100 YR -SWMM Model.txt L920B_P CONDUIT 4.4 0 0:39 3.62 0.64 0.72 L920C_P CONDUIT 24.7 0 0:38 5.62 0.96 0.84 L925_P1 CONDUIT 33.06 0 0:46 7.15 1.2 1 L925_P2 CONDUIT 33.08 0 0:47 6.74 0.8 1 L925_P3 CONDUIT 38.1 0 0:42 3.96 0.95 1 L925_P4 CONDUIT 47.73 0 0:46 4.96 0.59 1 L925_SF1 CHANNEL 6.41 0 0:46 2 0.02 0.27 L925_SF2 CHANNEL 1.79 0 0:40 2.62 0 0.14 L925_SF3 CHANNEL 0 0 0:00 0 0 0 L925B_P CONDUIT 51.41 0 0:45 5.24 0.94 1 L930_SF CHANNEL 0 0 0:00 0 0 0.5 L932_P CONDUIT 9.62 0 0:43 9.84 1.01 1 L932_SF CHANNEL 4.56 0 2:20 0.23 0 0.48 L940_P CONDUIT 15.73 0 0:53 12.82 1.28 1 L940_SF CHANNEL 0 0 0:00 0 0 0.5 L950_P CONDUIT 10.71 0 0:32 8.85 0.97 1 L950_SF CHANNEL 0 0 0:00 0 0 0 L963_SF CHANNEL 0 0 0:00 0 0 0.05 L969_SF CHANNEL 0 0 0:00 0 0 0 L970_P CONDUIT 8.5 0 0:32 7.21 0.99 1 L970_SF CHANNEL 0 0 0:00 0 0 0 L366_SF3 CONDUIT 101.77 0 0:48 9.97 0.19 0.27 L925C_SF CONDUIT 0 0 0:00 0 0 0.5 L925D_SF CONDUIT 0 0 0:00 0 0 0.5 1 CONDUIT 34.15 0 0:40 12.09 0.17 0.42 2 CONDUIT 28.21 0 0:40 18.44 0.14 0.27 3 CONDUIT 5.95 0 0:40 6.15 0.14 0.35 4 CONDUIT 2.72 0 0:40 4.28 0.12 0.26 5 CONDUIT 11.44 0 0:40 8.68 0.11 0.24 6 CONDUIT 5.94 0 0:40 12.22 0.1 0.21 7 CONDUIT 3.69 0 0:40 6.81 0.01 0.09 8 CONDUIT 9.62 0 0:40 3.64 0.02 0.26 13 CONDUIT 65.11 0 0:40 15.19 0.19 0.37 14 CONDUIT 8.88 0 0:40 6.58 0.17 0.44 15 CONDUIT 16.74 0 0:40 10.64 0.32 0.5 16 CONDUIT 5.22 0 0:40 2.1 0.19 0.79 17 CONDUIT 23.03 0 0:40 8.27 0.83 0.83 18 CONDUIT 28.13 0 0:40 11.24 1.03 0.74 20 CONDUIT 121.11 0 0:40 13.79 0.4 0.66 21 CONDUIT 135.35 0 0:40 15.5 1.16 0.66 22 CONDUIT 15 0 0:40 5.37 0.86 0.83 23 CONDUIT 9.15 0 0:40 4.79 0.06 0.59 24 CONDUIT 143.88 0 0:40 21.75 0.33 0.52 25 CONDUIT 152.35 0 0:40 47.65 0.48 0.3 26 DUMMY 152.35 0 0:40 27 DUMMY 86.41 0 0:47 29 CONDUIT 63.17 0 0:40 10.31 0.3 0.49 30 CONDUIT 70.59 0 0:40 8.92 0.69 0.6 32 CONDUIT 7.6 0 0:38 3.44 0.15 0.94 33 CONDUIT 3.41 0 0:39 2.11 0.05 0.94 35 CONDUIT 76.98 0 0:40 11.64 0.6 0.74 36 CONDUIT 56.16 0 0:40 12.12 0.26 0.4 37 CONDUIT 4 0 0:40 2.92 0.09 0.45 38 CONDUIT 9.71 0 0:40 5.82 0.21 0.53 39 CONDUIT 43.44 0 0:40 9.78 0.36 0.39 40 CONDUIT 5.51 0 0:40 9.34 0.8 0.72 41 CONDUIT 6.03 0 0:40 3.42 0.09 0.6 42 CONDUIT 28.13 0 0:40 10.04 0.37 0.42 43 CONDUIT 40.43 0 0:40 12.32 0.21 0.31 44 CONDUIT 12.65 0 0:40 5.13 0.21 0.38 46 CONDUIT 70.52 0 0:40 9.1 0.67 0.59 47 CONDUIT 70.47 0 0:40 9.45 0.65 0.63 48 CONDUIT 75.64 0 0:40 7.34 0.41 0.89 49 CONDUIT 85.35 0 0:47 37.25 0.58 0.36 50 DUMMY 10.43 0 0:40 51 CONDUIT 50 0 0:38 7.93 0.26 0.97 L384_P ORIFICE 2.38 0 0:50 1 L874_P ORIFICE 2.63 0 2:43 1 L874_P2 ORIFICE 5.5 0 0:53 0.33 Core Spaces - Proposed 100 YR -SWMM Model.txt P343-Orfice ORIFICE 14.78 0 0:43 1 P930-OrficeRow1ORIFICE 2.52 0 1:20 1 P930-OrficeRow2ORIFICE 1.92 0 1:20 1 P366-WQCVOrificeORIFICE 0.57 0 0:41 1 P366-OUTLET ORIFICE 37.12 0 0:48 1 L367_Orifice ORIFICE 0.17 0 1:05 1 L382_SF WEIR 44.17 0 0:51 0.26 L383_SF1 WEIR 0 0 0:00 0 L383_SF2 WEIR 0.03 0 0:51 0.02 L384_SF WEIR 0 0 0:00 0 L874_P3 WEIR 4.21 0 0:54 0.1 L876_SF WEIR 67.02 0 0:44 0.37 P343-TypeDInletWEIR 46.23 0 0:43 0.62 P343-Weir WEIR 3.59 0 0:43 0.07 P366-EOS WEIR 0 0 0:00 0 Weir_P366 WEIR 64.28 0 0:48 0.38 L385_P DUMMY 10.01 0 0:40 *************************** Flow ClassificationSummary *************************** ------------------------------------------------------------------------------------- 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 0.01 0 0 0.75 0.24 0 0 0.79 0 L100_SF 1 0.01 0 0 0.41 0.58 0 0 0.18 0 L300_SF 1 0.01 0 0 0.09 0.9 0 0 0.55 0 L310_SF 1 0.01 0.01 0 0.58 0.41 0 0 0.01 0 L316_SF 1 0.01 0 0 0.99 0 0 0 0.48 0 L320_SF 1 0.01 0 0 0.03 0.96 0 0 0 0 L324_P1 1 0.01 0 0 0.29 0.7 0 0 0 0.48 L324_P2 1 0.68 0 0 0 0 0 0.32 0 0.16 L324_SF 1 0.01 0.99 0 0 0 0 0 0 0 L326_SF 1 0.01 0 0 0.99 0 0 0 0.99 0 L340_SF 1 0.01 0 0 0 0 0 0.99 0 0 L346_SF 1 0.01 0 0 0.76 0.24 0 0 0.94 0 L350_SF 1 0.01 0 0 0.91 0.08 0 0 0.9 0 L360_SF 1 0.01 0 0 0.99 0 0 0 0.99 0 L361_SF 1 0.02 0 0 0.02 0.96 0 0 0.23 0 L362_P 1 0.02 0 0 0 0.98 0 0 0.13 0 L363_P 1 0.02 0 0 0.46 0.53 0 0 0 0 L363_SF 1 1 0 0 0 0 0 0 0 0 L363_SF2 1 1 0 0 0 0 0 0 0 0 L363_SF3 1 1 0 0 0 0 0 0 0 0 L366_SF 1 1 0 0 0 0 0 0 0 0 L366_SF2 1 1 0 0 0 0 0 0 0 0 L367_SF 1 0.73 0.04 0 0.06 0.03 0 0.13 0.06 0 L373_SF 1 0.01 0 0 0.31 0.68 0 0 0.98 0 L374_P 1 0.01 0 0 0 0.99 0 0 0 0 L375_P 1 0.01 0 0 0.43 0 0 0.57 0 0 L375_SF 1 0.98 0 0 0 0 0 0.02 0 0 L380_SF 1 0.01 0.01 0 0.86 0.13 0 0 0.21 0 L382_P 1 0.01 0 0 0.94 0.06 0 0 0.59 0 L383_P 1 0.01 0 0 0.98 0.01 0 0 0.61 0 L386_P 1 0.01 0 0 0.67 0.33 0 0 0 0.95 L386_SF 1 0.01 0.74 0 0.25 0 0 0 0.92 0 L386_SF2 1 0.06 0.61 0 0.05 0.29 0 0 0.68 0 L390_SF 1 0.01 0 0 0.99 0 0 0 0.96 0 L400_SF 1 0.01 0 0 0.7 0.3 0 0 0.59 0 L401_SF 1 0.02 0 0 0.96 0.02 0 0 0.97 0 L410_P 1 0.01 0 0 0.89 0.1 0 0 0 0.96 L410_SF 1 0.97 0 0 0 0 0 0.03 0 0 L414_SF 1 0.01 0 0 0.94 0.05 0 0 0.71 0 L444_SF 1 0.01 0 0 0.1 0 0 0.9 0.06 0 L448_SF 1 0.19 0 0 0 0.01 0 0.81 0 0 Core Spaces - Proposed 100 YR -SWMM Model.txt L450_P 1 0.01 0 0 0.73 0.26 0 0 0 0.54 L450_SF 1 0.97 0 0 0 0 0 0.03 0 0 L451_SF 1 0.01 0 0 0.69 0.3 0 0 0.76 0 L453_P 1 0.01 0 0 0.92 0.07 0 0 0.98 0 L456_P 1 0.01 0 0 0 0.99 0 0 0 0.55 L456_SF 1 0.99 0 0 0 0 0 0.01 0 0 L456-TypeR-SF 1 0.01 0.94 0 0.05 0 0 0 0.95 0 L457_P 1 0.01 0.09 0 0.84 0.06 0 0 0.93 0 L457_SF 1 0.01 0 0 0 0 0 0.99 0 0 L458_SF 1 0.01 0 0 0.99 0 0 0 0.91 0 L460_SF 1 0.01 0 0 0.47 0.52 0 0 0.22 0 L464_SF 1 0.01 0 0 0.24 0.05 0 0.71 0 0 L470_P 1 0.01 0 0 0 0 0 0.99 0 0 L482_P 1 0.02 0.03 0 0.25 0 0 0.7 0.05 0 L482_SF 1 0.85 0.03 0 0.12 0.01 0 0 0.95 0 L500_SF 1 0.01 0 0 0 0 0 0.99 0 0 L508_SF 1 0.01 0 0 0 0 0 0.99 0 0 L510_SF 1 0.01 0 0 0.32 0.68 0 0 0.95 0 L516_SF 1 0.26 0 0 0 0 0 0.74 0 0 L516_SF2 1 0.01 0.25 0 0.65 0.09 0 0 0.96 0 L520_P 1 0.01 0 0 0.28 0 0 0.72 0 0 L520_SF 1 0.26 0.63 0 0.02 0.09 0 0 0.95 0 L525_P 1 0.01 0 0 0 0 0 0.99 0 0 L525_SF 1 0.8 0 0 0 0.06 0 0.14 0.03 0 L540_SF 1 0.01 0 0 0 0.14 0 0.85 0.08 0 L600_SF 1 0.01 0 0 0.96 0.04 0 0 0.94 0 L620_SF 1 0.01 0 0 0 0 0 0.99 0 0 L626_SF 1 0.01 0.01 0 0.55 0.43 0 0 0.19 0 L630_SF 1 0.01 0 0 0 0 0 0.99 0 0 L640_SF 1 0.01 0 0 0.99 0.01 0 0 0.97 0 L648_SF 1 0.01 0 0 0.79 0.2 0 0 0.42 0 L651_SF 1 0.01 0.05 0 0.5 0.44 0 0 0.77 0 L670_P 1 0.01 0 0 0.53 0.47 0 0 0.73 0 L670_SF 1 0.01 0 0 0.57 0.42 0 0 0.37 0 L676_P 1 0.01 0 0 0.26 0.73 0 0 0 0 L700A_SF 1 0.96 0.04 0 0 0 0 0 0 0 L700B_P 1 0.01 0 0 0 0 0 0.99 0 0 L700B_SF 1 0.98 0 0 0 0 0 0.02 0 0 L710_SF 1 0.01 0 0 0 0 0 0.99 0 0 L730_SF 1 0.01 0 0 0.99 0 0 0 0.98 0 L736_SF 1 0.01 0 0 0.77 0.23 0 0 0 0 L740_P 1 0.01 0 0 0.89 0.11 0 0 0.82 0 L740_SF 1 0.91 0 0 0 0 0 0.09 0 0 L760_SF 1 0.01 0 0 0 0 0 0.99 0 0 L770_P 1 0.01 0 0 0.18 0.81 0 0 0.79 0 L770_SF 1 0.91 0.06 0 0.04 0 0 0 0.95 0 L770A_P 1 0.01 0 0 0.99 0 0 0 0.68 0 L780_SF 1 0.95 0 0 0.01 0 0 0.04 0.01 0 L782_P 1 0.01 0 0 0.07 0.01 0 0.91 0 0 L790_P 1 0.01 0 0 0.56 0.43 0 0 0.92 0 L790_SF 1 0.94 0 0 0 0 0 0.06 0 0 L804_SF 1 0.01 0 0 0.98 0.01 0 0 0.96 0 L805_SF 1 0.01 0.02 0 0.98 0 0 0 0.96 0 L810_SF 1 0.01 0 0 0.05 0.95 0 0 0 0 L828_SF 1 0.01 0 0 0 0 0 0.99 0 0 L830_SF 1 0.01 0 0 0.89 0.1 0 0 0.94 0 L840_SF 1 0.01 0 0 0.99 0 0 0 0.82 0 L870_SF 1 0.01 0 0 0 0 0 0.99 0 0 L873_P 1 0.01 0 0 0.11 0.88 0 0 0 0.53 L873_SF 1 0.01 0.01 0 0.25 0.74 0 0 0.98 0 L875_SF 1 0.01 0.01 0 0.55 0.44 0 0 0.89 0 L876_P 1 0.01 0 0 0 0.99 0 0 0 0.66 L880_SF 1 0.01 0 0 0.55 0.45 0 0 0.38 0 L884_SF 1 0.01 0.01 0 0.98 0 0 0 0.98 0 L886_SF 1 0.02 0 0 0.97 0.01 0 0 0.97 0 L900_SF 1 0.01 0 0 0.76 0.24 0 0 0.85 0 L900A_P 1 0.01 0 0 0.99 0 0 0 0.74 0 L900A_SF 1 0.01 0.99 0 0 0 0 0 0 0 L900B_P 1 0.01 0.14 0 0.82 0.01 0 0.03 0.58 0 Core Spaces - Proposed 100 YR -SWMM Model.txt L900B_SF 1 1 0 0 0 0 0 0 0 0 L908_SF 1 0.01 0.99 0 0 0 0 0 0 0 L910C_P 1 0.01 0 0 0.05 0 0 0.95 0 0 L919_P 1 0.01 0 0 0.16 0.84 0 0 0 0 L919_SF1 1 1 0 0 0 0 0 0 0 0 L920_SF 1 0.96 0.04 0 0 0 0 0 0 0 L920A_P 1 0.01 0 0 0 0 0 0.99 0 0 L920B_P 1 0.01 0 0 0 0 0 0.99 0 0 L920C_P 1 0.01 0 0 0 0 0 0.99 0 0 L925_P1 1 0.01 0 0 0.02 0 0 0.97 0 0 L925_P2 1 0.01 0 0 0.63 0 0 0.36 0.42 0 L925_P3 1 0.01 0 0 0.99 0 0 0 0.2 0 L925_P4 1 0.01 0 0 0.99 0 0 0 0.01 0 L925_SF1 1 0.96 0.01 0 0 0 0 0.03 0 0 L925_SF2 1 0.98 0 0 0 0 0 0.02 0 0 L925_SF3 1 1 0 0 0 0 0 0 0 0 L925B_P 1 0.01 0 0 0.98 0.01 0 0 0 0 L930_SF 1 0.01 0.99 0 0 0 0 0 0 0 L932_P 1 0.01 0 0 0.04 0.95 0 0 0.04 0 L932_SF 1 0.01 0.68 0 0.31 0 0 0 0.85 0 L940_P 1 0.01 0 0 0.65 0.34 0 0 0.42 0 L940_SF 1 0.01 0.99 0 0 0 0 0 0 0 L950_P 1 0.01 0 0 0.95 0.04 0 0 0.69 0 L950_SF 1 1 0 0 0 0 0 0 0 0 L963_SF 1 0.69 0.31 0 0 0 0 0 0 0 L969_SF 1 1 0 0 0 0 0 0 0 0 L970_P 1 0.01 0 0 0.87 0.12 0 0 0.38 0 L970_SF 1 1 0 0 0 0 0 0 0 0 L366_SF3 1 0.02 0 0 0.02 0.96 0 0 0 0 L925C_SF 1 0.01 0.99 0 0 0 0 0 0 0 L925D_SF 1 0.01 0.99 0 0 0 0 0 0 0 1 1 0.01 0.05 0 0.48 0.46 0 0 0.99 0 2 1 0.01 0 0 0.09 0.91 0 0 0.92 0 3 1 0.01 0 0 0.66 0.33 0 0 0.9 0 4 1 0.01 0 0 0.75 0.24 0 0 0.82 0 5 1 0.01 0 0 0.38 0.61 0 0 0.34 0 6 1 0.01 0 0 0.27 0.73 0 0 0.18 0 7 1 0.01 0.03 0 0.55 0.42 0 0 0.93 0 8 1 0.01 0.2 0 0.78 0.01 0 0 0.99 0 13 1 0.01 0 0 0 0.99 0 0 0.96 0 14 1 0.01 0 0 0.75 0.24 0 0 0.98 0 15 1 0.01 0 0 0.72 0.27 0 0 0.99 0 16 1 0.01 0 0 0.99 0 0 0 0.85 0 17 1 0.01 0 0 0.55 0.45 0 0 0.79 0 18 1 0.01 0 0 0.22 0.77 0 0 0.08 0 20 1 0.01 0 0 0.48 0.51 0 0 0.99 0 21 1 0.01 0 0 0.41 0.59 0 0 0.19 0 22 1 0.01 0 0 0.98 0.01 0 0 0.76 0 23 1 0.01 0 0 0.98 0.01 0 0 0.99 0 24 1 0.01 0 0 0 0.99 0 0 0.95 0 25 1 0.01 0 0 0 0.99 0 0 0 0 29 1 0.01 0 0 0.29 0.7 0 0 0.99 0 30 1 0.01 0 0 0.34 0.65 0 0 0.53 0 32 1 0.01 0.15 0 0.83 0.01 0 0 0.77 0 33 1 0.01 0.22 0 0.77 0.01 0 0 0.77 0 35 1 0.01 0 0 0.8 0.2 0 0 0.44 0 36 1 0.01 0 0 0.73 0.26 0 0 0.99 0 37 1 0.01 0 0 0.99 0.01 0 0 0.98 0 38 1 0.01 0 0 0.9 0.1 0 0 0.94 0 39 1 0.01 0 0 0.69 0.3 0 0 0 0 40 1 0.01 0 0 0.71 0.29 0 0 0.77 0 41 1 0.01 0.11 0 0.87 0.01 0 0 0.99 0 42 1 0.01 0 0 0.59 0.41 0 0 0.85 0 43 1 0.01 0 0 0.14 0.85 0 0 0.02 0 44 1 0.01 0 0 0.98 0.02 0 0 0.73 0 46 1 0.01 0 0 0.4 0.59 0 0 0.73 0 47 1 0.01 0 0 0.54 0.46 0 0 0.17 0 48 1 0.01 0 0 0.96 0.04 0 0 0.32 0 49 1 0.01 0 0 0 0.98 0 0 0 0 Core Spaces - Proposed 100 YR -SWMM Model.txt 51 1 0.01 0 0 0.57 0.42 0 0 0.49 0 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours ---------Hours Full --------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- L316_SF 0.01 0.01 0.21 0.01 0.01 L324_P1 0.01 1.73 0.01 1.4 0.01 L324_P2 0.01 1.01 0.01 0.56 0.01 L362_P 0.01 0.52 0.01 0.01 0.01 L363_P 0.08 0.08 0.25 0.01 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 0.4 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 11.43 0.01 0.01 L457_P 0.38 0.38 2.24 0.01 0.1 L482_P 1.46 1.46 1.72 0.01 1.42 L520_P 2.3 2.6 2.42 1.32 1.11 L525_P 0.01 2.2 0.01 0.01 0.01 L676_P 0.01 4.11 0.01 3.9 0.01 L700B_P 0.01 0.23 0.01 0.22 0.01 L740_P 0.6 1.12 0.6 0.74 0.6 L770_P 0.52 0.52 0.98 0.36 0.42 L770A_P 0.28 0.28 0.38 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 0.28 0.28 0.59 0.01 0.01 L900B_P 0.29 0.29 7.12 0.01 0.01 L910C_P 0.22 0.37 0.23 0.21 0.2 L919_P 0.01 0.18 0.01 0.14 0.01 L920C_P 0.01 0.27 0.01 0.01 0.01 L925_P1 0.05 0.29 0.05 0.27 0.05 L925_P2 0.29 0.31 0.32 0.01 0.27 L925_P3 0.3 0.3 0.36 0.01 0.26 L925_P4 0.36 0.36 1.81 0.01 0.1 L925B_P 7.19 7.19 7.44 0.01 0.33 L932_P 0.08 6.91 0.08 0.05 0.08 L940_P 6.15 6.28 6.91 3.49 3.9 L950_P 3.36 3.36 6.28 0.01 0.01 L970_P 2.83 2.83 3.36 0.01 0.56 18 0.01 0.01 0.01 0.01 0.01 21 0.01 0.01 0.01 0.04 0.01 23 0.01 0.01 0.11 0.01 0.01 32 0.01 0.01 0.64 0.01 0.01 33 0.01 0.01 0.64 0.01 0.01 41 0.01 0.01 0.16 0.01 0.01 48 0.01 0.01 1.51 0.01 0.01 51 0.01 3.17 0.1 0.01 0.01 Analysis begun on:Thu May 26 15:22:26 2022 Analysis ended on:Thu May 26 15:22:36 2022 Total elapsed time:0:00:10 PROPOSED SWMM – MODEL 100 YR RESULTS Pond 366 – Depth Pond 366 – Total Outflow into Riprap Channel PROPOSED SWMM – MODEL 100 YR RESULTS Pond 366 – Total Inflow Pond 363 – Total Depth PROPOSED SWMM – MODEL 100 YR RESULTS Pond 363 – Outfall into 30” RCP Pond 363 Total Inflow A Westrian Company A Westrian Company A Westrian Company Core Spaces Preliminary Drainage Report APPENDIX C – HYDRAULIC CALCULATIONS 6'-09 16/"Ø 12/1'-111'-1112/1'-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:5/24/22 Basin Area (ac)% Imp. B1 0.63 77.5% B2 0.73 13.3% D1 0.31 76.4% D2 0.51 65.8% E1 1.24 90.2% E2 0.76 5.8% OS1 1.10 65.9% OS2 1.94 43.9% OS3 0.85 73.2% 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% B920C 1.71 66.0% Total 21.02 60.0% WQCV Drain Time (hr):40 Coefficient, a (Figure 3.2):1.0 WQCV (in):0.24 WQCV (ac-ft):0.50 WQ Pond Tributary Areas POND 366 X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 1 of 4 5/27/2022 Subdivision: Location: WQCV Drain Time (hr): Coefficient, a (Figure 3.2): X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 2 of 4 5/27/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.:39797.03 Calculated By:ARJ Checked By:0 Date:5/24/22 Basin Area (ac)% Imp. A1 1.41 12.1% A2 1.78 52.1% A3 0.31 70.1% A4 1.58 50.4% A5 0.42 59.3% A6 0.72 68.7% A7 0.44 71.3% A8 1.23 64.5% A9 0.48 72.8% C1 4.51 49.2% C2 1.09 56.6% C3 1.81 80.1% C4 2.65 55.6% C5 1.33 64.2% G1 1.07 81.2% G2 1.04 80.7% G3 1.08 47.1% G4 1.00 80.8% Total 23.96 60.0% 23.95 WQCV Drain Time (hr):12 Coefficient, a (Figure 3.2):0.8 WQCV (in):0.19 WQCV (ac-ft):0.45 WQ Pond Tributary Areas ADS Isolator Rows X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 3 of 4 5/27/2022 X:\3970000.all\3979303\Excel\Drainage\3979303 Drainage_Calcs_Template_v2.07.xlsm Page 4 of 4 5/27/2022 Subdivision:Core Spaces Project Name:Core Spaces Location:Fort Collins Project No.: Calculated By:ARJ Checked By:ARJ Date:5/24/22 Pond ID Required WQCV (cf)* Required Storage Volume by FAA method (cf) StormTech Chamber Type Chamber Volume (cf) Chamber Volume with Aggregate (cf) Chamber Release Rate (cfs) Number of Chambers Required for WQCV** Number of Chambers Required for Storage by FAA method*** Minimum Number of Chambers Required Number of Chambers Provided Release Rate (cfs) Storage Provided within Chambers only (cf) Total System Volume (cf) Isolator Row #1 19716.8 23516.172 MC-4500 106.5 162.6 0.002 121 221 221 221 0.39 23537 35935 * based on 12hr drain time ** based on required WQCVstorage volume and storage provided within chambers and surrounding aggregate *** based on required storage volume per FAA method and storage provided within chambers only StormTech Chamber Sizing for Water Quality 39797.03 Core Spaces Preliminary Drainage Report APPENDIX E – REFERENCES LEGENDEFFECTIVE SWMM DRAINAGEBASIN DIVIDE LINEDIRECTION OF FLOWSUBBASINCONVEYANCE ELEMENT - PIPEDETENTION PONDNODECONVEYANCE ELEMENT - SURFACE FLOWCONVEYANCE ELEMENT - ORIFICECONVEYANCE ELEMENTPORTION OF THE STONE CREEKEFFECTIVE SWMM SCHEMATIC3-25-22 LEGENDPROPOSED SWMM DRAINAGEBASIN DIVIDE LINESUBBASINCONVEYANCE ELEMENT - PIPEDETENTION PONDNODECONVEYANCE ELEMENT - SURFACE FLOWCONVEYANCE ELEMENT - ORIFICEPROPOSED CONVEYANCE ELEMENTEFFECTIVE SWMM DRAINAGEBASIN DIVIDE LINE(WITH DIRECTION OF FLOW)CONVEYANCE ELEMENTPROPOSED SUBBASINPROPOSED CONVEYANCE ELEMENT - PIPEPROPOSED CONVEYANCE ELEMENT - SURFACE FLOWPROPOSED CONVEYANCE ELEMENT - ORIFICEPROPOSED NODEPROPOSED DETENTION PONDSTONE CREEKPROPOSED CONDTIONS SWMM SCHEMATIC3-25-22(WITH DIRECTION OF FLOW) LEGENDCORRECTED EFFECTIVE SWMM DRAINAGEBASIN DIVIDE LINE(WITH DIRECTION OF FLOW)SUBBASINCONVEYANCE ELEMENT - PIPEDETENTION PONDNODECONVEYANCE ELEMENT - SURFACE FLOWCONVEYANCE ELEMENT - ORIFICECORRECTED CONVEYANCE ELEMENTEFFECTIVE SWMM DRAINAGEBASIN DIVIDE LINECONVEYANCE ELEMENTCORRECTED EFFECTIVE SUBBASINCORRECTED CONVEYANCE ELEMENT - PIPECORRECTED CONVEYANCE ELEMENT - SURFACE FLOWCORRECTED CONVEYANCE ELEMENT - ORIFICECORRECTED EFFECTIVE NODECORRECTED EFFECTIVE DETENTION PONDSTONE CREEKCORRECTED EFFECTIVE SWMM SCHEMATIC3-25-22(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 TRILBY ROADTRILBY ROADCOLLEGE AVENUE LEMAY AVENUE SKYWAY DRIVECOLBY STEETCBADNORTH TRIBUTARYMIDDLE HUNTINGTON HILLSTRIBUTARYSOUTH TRIBUTARYETRIBUTARYC1: PROPOSED STORMSEWER SYSTEMSTONE CREEKSTONE CREEKCOLLEGE AVENUE D1: FLOODPLAIN REGULATIONSD2: CROWN RIDGE LANECULVERT IMPROVEMENTS(10'W X 3'H BOX CULVERT)CROWN RIDGE LANEPROVINCETOWNEDEVELOPMENTRICK DRIVEA1: FLOODPLAIN DEVELOPMENTREGULATIONSA2: OVERFLOW CHANNEL TO POND363 (RIPRAP LINED CHANNEL)E1: Ditch Crossing StructureB1: FLOODPLAINDEVELOPMENT REGULATIONSB2: INCREASED CAPACITYUNDER COLLEGE AVELEMAY AVENUECROSSINGIMPROVEMENTSAPROBLEM IDENTIFICATIONAREA LOCATIONSCOLLEGE AVENUE APPROXIMATELY600-FEET NORTH OF TRILBY ROADBCOLLEGE AVENUE AT SKYWAY DRIVECDESPILL FLOW TO PROVINCETOWNELOUDEN DITCH CROSSINGCOLLEGE AVENUE 1,500-FEETNORTH OF TRILBY ROADNORTH0SCALE : 1" = 300300 600 F:\Icon Projects\Stone Creek\Dwg\06_DWG\05_FINAL_SHEETS\Selected Improvement Plan.dwg; Jmichaelsen; Page Setup:----; !CON-HALF-SIZE.ctb; 10/2/2018 6:49 AM SELECTED PLAN IMPROVEMENTSPROJECT NO: 17-049-SCBAPPR.REVISIONSNo. DATEICONENGINEERING, INC.PREPARED BY:Know what's below. Call before you dig.1-1VERIFY SCALE01"BAR IS ONE INCHON ORIGINALDRAWINGSSEPT 2018PREPARED FOR: 500050005010500050050+001+002+003+004+005+006+007+00EXISTING 30" RCP TO BEREPLACED WITH 48" RCPPROPOSEDMANHOLECOLLEGE AVENUEEXISTING 48" RCPEXTEND EXISTING 48" RCPTO COLLEGE AVE LIMITSNORTHF:\Icon Projects\Stone Creek\Dwg\06_DWG\05_FINAL_SHEETS\Location improvements.dwg; Jmichaelsen; Page Setup:----; !CON-HALF-SIZE.ctb; 10/1/2018 10:28 AM LOCATION A: OVERFLOW CHANNEL FROM POND 366 TO POND 363PROJECT NO: 17-049-SCBAPPR.REVISIONSNo. DATEICONENGINEERING, INC.PREPARED BY:Know what's below. Call before you dig.1 OF 1VERIFY SCALE01"BAR IS ONE INCHON ORIGINALDRAWINGSSEPT 2018PREPARED FOR:NOT FOR CONSTRUCTION STSTSOUTH COLLEGE AVENUESTM MH-44 (1)STA: 1+02.00RIM=5003.47'INV. OUT (48" RCP)=4998.97' (E)STM MH-44STA: 2+18.00RIM=5006.50'INV. IN (48" RCP)=4996.87 (W)'INV. OUT (48" RCP)=4996.87' (E) STM MH-43 STA: 6+25.00 RIM=4987.50' INV. IN (48" RCP)=4983.00 (W)'EXISTINGGROUND49600+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+74F:\Icon Projects\Stone Creek\Dwg\06_DWG\05_FINAL_SHEETS\LOCATION B.dwg; Jmichaelsen; Page Setup:----; !CON-HALF-SIZE.ctb; 10/1/2018 12:01 PM LOCATION B: INCREASED CAPACITY UNDER COLLEGE AVENUEPROJECT NO: 17-049-SCBAPPR.REVISIONSNo. DATEICONENGINEERING, INC.PREPARED BY:Know what's below. Call before you dig.PREPARED FOR:1 OF 1VERIFY SCALE01"BAR IS ONE INCHON ORIGINALDRAWINGSSEPT 2018PLAN AND PROFILENOTES:NORTH0SCALE : 1" = 100'100 200 Core Spaces Preliminary Drainage Report APPENDIX F – MAPS A Westrian Company WEST TRILBY ROADSOUTH COLLEGE AVENUESOLAR COURTCity of Fort Collins, ColoradoUTILITY PLAN APPROVALDateCity EngineerDateWater & Wastewater UtilityDateStormwater UtilityDateParks & RecreationDateTraffic EngineerDateDateEnvironmental PlannerDateKnow what'sbelow.before you dig.CallRWEST TRILBY ROADSOUTH COLLEGE AVENUESOLAR COURT A Westrian Company WEST TRILBY ROADSOUTH COLLEGE AVENUESOLAR COURTCity of Fort Collins, ColoradoUTILITY PLAN APPROVALDateCity EngineerDateWater & Wastewater UtilityDateStormwater UtilityDateParks & RecreationDateTraffic EngineerDateDateEnvironmental PlannerDateKnow what'sbelow.before you dig.CallR A Westrian Company WEST TRILBY ROADSOUTH COLLEGE AVENUESOLAR COURTCity of Fort Collins, ColoradoUTILITY PLAN APPROVALDateCity EngineerDateWater & Wastewater UtilityDateStormwater UtilityDateParks & RecreationDateTraffic EngineerDateDateEnvironmental PlannerDateKnow what'sbelow.before you dig.CallR WEST TRILBY ROADSOUTH COLLEGE AVENUESOLAR COURTA Westrian CompanyCity of Fort Collins, ColoradoUTILITY PLAN APPROVALDateCity EngineerDateWater & Wastewater UtilityDateStormwater UtilityDateParks & RecreationDateTraffic EngineerDateDateEnvironmental PlannerDateMARS DRIVE A Westrian CompanyTRILBY / COLLEGE EX-DRAINAGE EXHIBT Core Spaces Preliminary Drainage Report APPENDIX G –LID EXHIBIT A Westrian Company WEST TRILBY ROADSOUTH COLLEGE AVENUESOLAR COURTCity of Fort Collins, ColoradoUTILITY PLAN APPROVALDateCity EngineerDateWater & Wastewater UtilityDateStormwater UtilityDateParks & RecreationDateTraffic EngineerDateDateEnvironmental PlannerDateKnow what'sbelow.before you dig.CallR WEST TRILBY ROADSOUTH COLLEGE AVENUESOLAR COURTA Westrian CompanyCity of Fort Collins, ColoradoUTILITY PLAN APPROVALDateCity EngineerDateWater & Wastewater UtilityDateStormwater UtilityDateParks & RecreationDateTraffic EngineerDateDateEnvironmental PlannerDateMARS DRIVE