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HomeMy WebLinkAboutVillas at Fillmore Ave - Stormwater Memorandum.V3 kimley-horn.com 7341 Office Park Place, Suite 102, Melbourne, FL 32940 321-430-1138 April 4, 2024 TO: David Dickey Community & Economic Development Director City of Cape Canaveral FROM: Kiel Causby, P.E. Kimley-Horn and Associates SUBJECT: Villas at Fillmore – Stormwater Memorandum Parcel Numbers: 24-37-23-67-*-1 24-37-23-67-*-2 24-37-23-67-*-3 24-37-23-67-*-4 BACKGROUND: The City of Cape Canaveral (“City”) has been notified of potential drainage infrastructure and site work not constructed per the approved plans prepared by Allen Engineering, Inc. (“Allen Engineering”) dated September 24, 2020, for a residential site off Fillmore Avenue known as the Villas at Fillmore. The site consists of two (2) duplex buildings totaling four (4) dwelling units. In 2022, Certificate of Occupancy were issued for the residential units. Currently, Florida, Power, & Light Company (“FPL”) is removing an overhead power pole located in the rear of the site which has disrupted a portion of the constructed retention area. Based on conversations with the City, once FPL is finished the retention area will be restored to the approved design conditions. The City has requested Kimley-Horn to perform a site visit to observe the constructed drainage system and review project documents uploaded to the City. Kimley-Horn will compare the site observations and as-builts to the original approved plans and evaluate the site and plans based on current City code standards. A copy of the approved plans and as-builts are included in Appendix A and Appendix B respectively. The approved plans prepared by Allen Engineering, dated September 24, 2020, specified the following drainage infrastructure improvements listed below. • A dry retention pond wraps around the sides and rear of the duplex buildings. • Finish floor elevations are at elevation 10.10. • A 24-inch outfall structure located in the retention area between lots 2&3 with a rim elevation of 9.25. • A 12-inch HDPE pipe that conveys the stormwater from the outfall structure to a proposed Type C structure. • A Type C structure located between the Lot 2 and 3 in the green area between the driveways. This structure shows a proposed rim elevation of 6.65. • An 18-inch HDPE pipe that conveys water from the proposed Type C structure to the existing drainage structure located within the Lot 2 driveway. • An existing drainage structure that was proposed to be raised such that it would be flush with the proposed paver driveway. The existing grate was to be replaced with a solid cover. Page 2 kimley-horn.com 7341 Office Park Place, Suite 102, Melbourne, FL 32940 321-430-1138 FINDINGS: Site Visit and Document Review: Kimley-Horn conducted a site visit on February 26, 2024 to observe the drainage system of the site and reviewed the as-built signed by Allen Engineering dated 07/08/22. Site photos from the field visit are included in Appendix C. The following deviations from the approved plans are noted below: • The constructed retention area does not match the cross-sections outlined on the approved plans. o As-builts callout the bottom of the retention area at elevation 9 instead of 8 per the approved plans. o Field measurements show that the retention area width varies from 6-4 feet and does not match the approved plans. o Field observations show the side slopes vary through the retention area and the slopes appear steeper than 4:1. • A 12-inch outfall structure was installed instead of the 24-inch outfall structure. Based on the as-built, the rim of the outfall structure was installed at elevation 9.12 instead of 9.25 per the approved plans. • The as-built does not provide the size of the pipe installed, but a field measurement shows that a 12-inch pipe was installed, which is consistent with the approved plans. See Photo 4 in Appendix C. • The proposed Type C structure was not installed. Based on the site visit, a water main and gas line was flagged where the proposed structure would have been installed. Instead, the constructed drainage system ties into the existing drainage inlet located at the edge of the driveway. The existing drainage inlet was not raised per the approved plans. See Photo 2 in Appendix C. • An additional yard drain was installed in the front yard which was not shown in the approved plans. The yard drain appears to have been added to connect the outfall pipe to the existing drainage inlet located at the driveway. • Based on the as-builts the lowest finish floor elevation is 9.94. which is 2 inches lower than the approved plans. Water Quality: Per City Code: • Sec. 90-149.1.b - Retention volume shall be provided equal to 50 percent of the amounts stated in subsection (1)a. of this section, computed for wet detention or runoff from the first inch of rainfall, whichever is greater. The storage must be recovered within 72 hours following rainfall. • Sec. 90-149.1.a - Wet detention treatment volume shall be the first inch of runoff from the developed project and offsite areas draining into the treatment facility or the total runoff of 2.5 inches times the percentage of imperviousness, whichever is greater. Based on the Stormwater Computations prepared by Allen Engineering dated September 2020, the site is required to treat 894 cubic feet of stormwater runoff. The retention area was designed to provide 1,243 cubic feet of treatment and recovers the treatment volume in 11 hours. The designed retention Page 3 kimley-horn.com 7341 Office Park Place, Suite 102, Melbourne, FL 32940 321-430-1138 area meets the City’s water quality requirements of Section 90-149.1 A copy of the Stormwater Computations prepared by Allen Engineering is included in Appendix D. Based on the review of the as-builts and field observations, the following was noted: • The retention area width appeared to be narrower than the width shown on cross-sections per the design plan. • Bottom of retention is at elevation 9 opposed to being at elevation 8 per the design plans. • The rim of the outfall structure is set at elevation 9.12 compared to 9.25 per the design plans. Per field observations, the constructed retention area appears narrower and swallower than the retention area in the approved plans. Also, the outfall rim was set at a lower elevation. As a result, based on these observations the retention area provides 18 cubic feet of treatment which is only 2% of the required treatment volume. It is be noted that the calculated treatment volume is a rough approximation based on the field observations and the limited information provided on the as-builts. To accurately calculate the provided treatment volume, a formal survey would need to be completed. A copy of the Stormwater Treatment Calculations based on the as-builts and field observations are included in Appendix E. Water Quantity: Per City Code: • Sec. 90-148.1.a - The post-development peak rates of discharge must not exceed the pre- development rate for the 25-year, 24-hour and the five-year, 24-hour storms. • Sec. 90-148.2 - The post-development volume of direct runoff must not exceed the pre- development level for a 25-year, 24-hour storm event. Based on the Stormwater Computations prepared by Allen Engineering dated September 2020, a summary of the pre and post peak discharge rates and runoff volumes are provided below: Pre vs Post Peak Discharge Rates Storm Event Pre-Development Peak Discharge Rates (cfs) Post Development Peak Discharge Rates (cfs) Difference (cfs) 5 Year – 24 Hour 0.010 0.04 0.030 Increase 25 Year – 24 Hour 0.066 0.24 0.174 Increase Pre vs Post Peak Runoff Volumes Storm Event Pre-Development Runoff Volume (af) Post Development Runoff Volume (af) Difference (af) 25 Year – 24 Hour 0.051 0.117 0.066 Increase Page 4 kimley-horn.com 7341 Office Park Place, Suite 102, Melbourne, FL 32940 321-430-1138 The designed retention area does not meet the City’s water quantity requirements of Section 90-148. Although the requirements aren’t met, the Stormwater Computations state “Stormwater Management has been utilized to the greatest extent possible given the circumstances of the small site. It is believed that the increase in the peak discharge rate and total runoff is negligible.” A memorandum dated December 2, 2020, prepared by the City Engineer at the time recommended approval of the design plans to the City. Therefore, the City approved the plans allowing with the increased discharges rates and runoff. A copy of the memorandum is included in Appendix F. Based on conversations with the City and residents, the site has no history of flooding and the soils in this area are known to have good percolation rates. The residents voiced their concerns that during heavy storm events the water overtops the 12-inch outfall structure and continues to sheet flow to the front yard and ultimately drains into the existing inlet at the edge of the driveway. The overtopping could be caused by the limited storage volume within the constructed retention area. The overtopping could also be caused by the reduced inlet capacity of the smaller outfall structure. The approved plans specified a 24-inch outfall structure. Additional City Code Stormwater Requirements: Per City Code: • Sec. 90-172 – Both dry and wet detention/retention areas may be used in the design of the City's stormwater management systems. The perimeter banks of either system shall have a slope no greater than 4:1; unless otherwise approved by the city engineer. • Sec. 98-111.e.3 - The minimum size of storm sewers or culverts shall be 15 inches. Equivalent elliptical pipe sizes may be substituted based on the approval of the city engineer. The side slopes of the retention area are not called out on the as-built but based on field observations, the side slopes vary throughout the site and appear to be steeper than 4:1. Also, the outfall pipe is a 12-inch which is consistent with the approved plans but per City code, Sec. 98-111.e.3, the minimum storm sewer size is a 15-inch. Page 5 kimley-horn.com 7341 Office Park Place, Suite 102, Melbourne, FL 32940 321-430-1138 RECOMMENDATIONS: The following modifications are recommended: • The constructed retention area does not meet the design intent of the approved plans. Although the retention area per the approved plans, does not meet the City’s water quantity requirements, Allen Engineering stated the increased peak discharge rates and runoff are negligible and, the City approved the design plans based on recommendation of the City Engineer at the time. Therefore, it is recommended once FPL completes their work that the retention area is reconstructed to be consistent with the approved plans prepared by Allen Engineering. • A resident noted that during heavy storms, the water overtops the existing 12-inch outfall structure and sheet flows through the front yard. The 12-inch outfall structure should be replaced with a 24-inch outfall structure per the approved plans. Also, once the retention area is reconstructed, it will provide more storage and reduce the amount of water overtopping the structure. • The rim of the outfall structure should be raised from 9.12 to 9.25 to provide adequate water quality treatment per the approved plans. • A new as-built is recommended once the retention area has been reconstructed to confirm its consistent with the approved plans. Adequate detail will need to be provided on the new as- built to ensure consistency with the approved plans. • Any future modifications to the retention area should be reviewed by the City to ensure the peak discharges rates and runoff volume are not further exceeded and the required treatment volume is provided. • Existing Inlet Remediation Options: 1. Regrade the driveway of Lots 1 & 2 and raise the existing inlet while maintaining positive slope into the inlet. Ensure the sidewalk meets ADA requirements. Based on the as-builts, it appears the inlet can be raised slightly to create a smoother slope transition. A survey is recommended prior to performing any work. 2. Install the proposed Type C structure and modify the existing structure per the approved plans. Based on field observations, a potential gas main was identified in the area that may require relocation. A survey is recommended prior to performing any work. APPENDIX A: APPROVED PLANS CONSTRUCTION PLANSVICINITY MAPINDEX OF DRAWINGSDESCRIPTIONSHEETCD-100Section 23, Township 24, Range 37 - Cape Canaveral, FloridaC-101FILLMORE TOWNHOMESSURVEY - BY ERIC NIELSEN LAND SURVEYING, INC.1 OF 1PROJECT CONTACTS:GENERAL STATEMENT:ISSUED FORREVIEWSITECIVIL:EXISTING CONDITIONS AND DEMOLITION PLANENGINEERING SITE PLANC-501C-001GENERAL NOTESSITE LOCATION:MICHAEL S. ALLEN, P.E.FL. LICENSE #45798C-102PAVING AND DRAINAGE PLANC-103WATER AND SEWER PLANC-201BUILDING ELEVATIONPAVING AND DRAINAGE DETAILSC-502WATER AND SEWER DETAILSC-701WATER TECHNICAL PROVISIONSC-702WATER TECHNICAL PROVISIONSC-703WATER TECHNICAL PROVISIONSLANDSCAPING:L-1LANDSCAPE PLANL-2LANDSCAPE DETAILSPRELIMINARY PLAT - BY ERIC NIELSEN LAND SURVEYING, INC.1 OF 1C-704STORMWATER POLLUTION AND PREVENTION PLAN9/24/20This item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.L:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-000) 200024 CS.dwg, 9/23/2020 2:50:52 PM, preefe, 1:1 WATER SYSTEM NOTES :SEWERAGE SYSTEM NOTES :GENERAL NOTES :PAVING AND DRAINAGE NOTES :EROSION AND SEDIMENT CONTROL NOTES :SURVEYOR'S NOTES:LEGAL DECRIPTION:SPAVING AND DRAINAGE LEGEND:WATER AND SEWER LEGEND:SMICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20GENERAL NOTESL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-001) 200024 GN.dwg, 9/23/2020 2:43:18 PM, preefe, 1:1 NOTES:MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20EXISTING CONDITIONS AND DEMOLITION PLANLEGEND:L:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(CD-100) 200024 EC DM.dwg, 9/23/2020 2:44:42 PM, preefe, 1:1 SITE INFORMATION:FLOOR COVERAGE:NOTES:MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20SITE PLANL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-101) 200024 SP.dwg, 9/23/2020 2:43:26 PM, preefe, 1:1 NOTES:MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20PAVING AND DRAINAGE PLANL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-102) 200024 PD.dwg, 9/23/2020 2:43:34 PM, preefe, 1:1 NOTES:MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20WATER AND SEWER PLANFIRE FLOW COMPUTATIONS:L:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-103) 200024 WS.dwg, 9/23/2020 2:43:42 PM, preefe, 1:1 MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20BUILDING ELEVATIONSL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-201) 200024 Bldg Elev.dwg, 9/23/2020 2:43:48 PM, preefe, 1:1 REVE7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.comDRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATIONTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY9-30-99DATECJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.03-11-16NMHDRAIN BASININLINE DRAINTHE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.NON TRAFFIC INSTALLATIONTOP SOILGRATE/COVERTOP SOILGRATE/COVER®©2011 NYLOPLAST4" MIN ON 8" - 24"6" MIN ON 30"THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.6"x4"CONCRETECOLLAR6"x4"CONCRETECOLLARMICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20PAVING AND DRAINGE DETAILSL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-501) 200024 D.dwg, 9/23/2020 2:43:57 PM, preefe, 1:1 MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20WATER AND SEWER DETAILSL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-502) 200024 WS.dwg, 9/23/2020 2:44:04 PM, preefe, 1:1 • • • • • • ” ””“” – ” – ”” – ””’ ” – ”” ” ” ” ” ” “” “”“” “”’¾” ” ” “” ” ”“” “” “”¾” ” “” ” “” “”’” ” ” ’MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20WATER TECHNICAL PROVISIONSL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-701) 200024 WTP.dwg, 9/23/2020 2:44:12 PM, preefe, 1:1 ’“” “” “”’“”“”” ”” ”’“”’” ” ” ” “”“”“”“” ”””” “”” • • ”” • ” • • • ”” • • •• • • ’• ”• • • • • • • • • • • • • “”MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20WATER TECHNICAL PROVISIONSL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-702) 200024 WTP.dwg, 9/23/2020 2:44:19 PM, preefe, 1:1 • ’• • • “” “” “” “” • • • • • • • • • MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20WATER TECHNICAL PROVISIONSL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-703) 200024 WTP.dwg, 9/23/2020 2:44:26 PM, preefe, 1:1 MICHAEL S. ALLEN, P.E. FL. LICENSE #45798 FILLMORE TOWNHOMES CAPE CANAVERAL, FLORIDA REVIEW ISSUED FOR RONALD A. ABELES This item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 9/24/20 STORMWATER POLLUTION PREVENTION PLAN L:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-704) 200024 SWPP.dwg, 9/23/2020 2:44:33 PM, preefe, 1:1 MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20LANDSCAPE PLANPLANT LEGEND:JS5L:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(L-1) 200024 LNDSCP.dwg, 9/23/2020 2:43:03 PM, preefe, 1:1 MICHAEL S. ALLEN, P.E.FL. LICENSE #45798FILLMORE TOWNHOMESCAPE CANAVERAL, FLORIDAREVIEWISSUED FORRONALD A. ABELESThis item has been digitally signed and sealed by Michael S. Allen on the date adjacent to the seal. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copies.9/24/20LANDSCAPE DETAILSL:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(L-2) 200024 LNDSCP - D.dwg, 9/23/2020 2:43:09 PM, preefe, 1:1 S 87°33'39" W113.97'N 00°15'35" W 124.00'N 87°33'39" E113.97'S 00°15'35" E 124.00' 124.00' N 00°15'35" W 124.00' N 00°15'35" W 124.00' N 00°15'35" W PHONE: (321) 631-5654 FAX: (321) 631-597412 STONE STREET, COCOA ,FL. 32922PREPARED BY:THE VILLAS AT FILLMORETHE CITY OF CAPE CANAVERAL, BREVARD COUNTY, FLORIDASECTION 23, TOWNSHIP 24 SOUTH, RANGE 37 EASTTHE VILLAS AT FILLMORE S 87°33'39" W114.00'N 00°15'35" W 124.00'N 87°33'39" E114.00'S 00°15'35" E124.00'MAP OF BOUNDARY SURVEYSITE ADDRESS:PREPARED FOR:PHONE: (321) 631-5654 FAX: (321) 631-597412 STONE STREET, COCOA ,FL. 32922PREPARED BY:DESCRIPTION: OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA.ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 7AVON BY THE SEALOTS 10, 11 AND 12 EXC. THE WEST 11' OF LOT 11 AND THE EAST 25' OF LOT 12, BLOCK 53C:\Users\dartzner.ALLENENG\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\U6AT4CV1\1920506-062520EM.dwg, 7/9/2020 4:17:03 PM APPENDIX B: AS-BUILTS F.F.E. 9.95F.F.E. 9.95F.F.E. 9.94F.F.E. 9.944.24'4.19'4.29'4.19'NEW 5' WIDE CONC.SIDEWALKRETENTIONAREA6. 2 16.797.147. 1 0WMRWM7. 0 3 6.996.077.457. 6 37.647 . 5 77.187.20WM6.98 6. 9 3 5. 8 55.886.256.4 1 WM7.457.647.527.397.117.017.4 07.156.23WM8.699.349.429.41 8.869.179.479. 4 9 8. 8 8. 98.99.29.08.88.79.08.78.638.958. 8 58.728.39.09.509.6 39.609.689.739.629.28.9GARAGEFFE 9.4412"x12" DIA.YARD DRAINTOP 8.2512" PALM12" PALM12"x12" DIA.YARD DRAINTOP 9.12GARAGEFFE 9.41GARAGEFFE 9.46GARAGEFFE 9.449 . 5 7 9 . 6 2 9 . 5 4 9 . 6 1 9 . 6 1 9 . 5 5 9 . 6 0 9 . 5 5 9 . 6 2 9 . 6 1 9.639.629.549.539 . 5 5 9 . 5 2 MICHAEL S. ALLEN, P.E.FL. LICENSE #45798This item has been digitally signed and sealed byMichael S. Allen on the date adjacent to the seal.Printed copies of this document are not consideredsigned and sealed and the signature must beverified on any electronic copies.COPYRIGHT 2022 ALLEN ENGINEERING, INC.CREPRODUCTION IN PART OR WHOLE IS PROHIBITED WITHOUT THEEXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC.THE VILLAS AT FILLMORECAPE CANAVERAL, FLORIDACAPE III, LLCPAVING AND DRAINAGE PLANSURVEYOR'S NOTES:LEGAL DECRIPTION:7.TEXT IN THIS FONT IS AS-BUILT .L:\Engineering\DWG\2020\200024 Fillmore Townhomes\Eng Dwgs\(C-102) 200024 PD-AB.dwg, C-102, 7/8/2022 3:58:24 PM, RBelcik APPENDIX C: SITE PHOTOS Photo 1: Existing Drainage Inlet located in front of driveway. Photo 2: Green area where proposed inlet was to be constructed. Gas line and water main were flagged in this area. Photo 3: 12” Outfall structure Photo 4: Outfall Pipe is a 12” Photo 5: Retention area between Lots 2 & 3. A portion of the retention area is disturbed. Photo 6: Retention area behind Lot 1. Photo 7: Retention area behind Lot 2. Photo 8: Retention area behind Lot 3 Photo 9: Retention area behind Lot 4. APPENDIX D: STORMWATER COMPUTATIONS STORMWATER COMPUTATIONS FOR FILLMORE TOWNHOMES CAPE CANAVERAL, FLORIDA SEPTEMBER 2020 Michael S. Allen, P.E. PE 45798 TABLE OF CONTENTS I. INTRODUCTION 1 II. SOILS INFORMATION 1 III. PRE-DEVELOPMENT CONDITIONS 1 IV. POST DEVELOPMENT CONDITIONS 2 V. SUMMARY 3 FIGURES 1) Location Map 2) USGS Map 3) SCS Soils Map 4) FEMA Map 5) Aerial Map APPENDIX A Soils Report APPENDIX B Pre-Development Conditions Modeling APPENDIX C Post Development Conditions Modeling APPENDIX D Water Quality Analysis Page 1 I. INTRODUCTION This project will consist of constructing (2) 2-unit townhomes with paver driveways and walkways, a stormwater management system, and utilities. The stormwater management system will consist of swales around the property. Between the two buildings the swale will have a control structure set at the treatment volume to direct runoff to the storm inlet located in the right of way. The first inch of runoff will be accounted for in the surroundings swales. The site is located approximately 125ft east of the Orange Avenue and Fillmore Avenue intersection, on the north side, in Cape Canaveral. See Figure 1 for a Location Map. The site for the townhomes is currently undeveloped. Per 62-330.051(13)(b), this project is exempt from the requirements of SJRWMD due to it being a quadraplex. II. SOILS INFORMATION A subsurface investigation was performed for Stottler Stagg & Associates for the Cape Canaveral Library, which is approximately 350ft away. A copy of the report has been included in Appendix A of this report. Note that a safety factor of 2 was applied to K. See Figure 3 for the SCS Soils Map and Figure 4 for the FEMA flood map. III. PRE-DEVELOPMENT ANALYSIS The ICPR version 3.10 program was used for the pre development conditions analysis. Hydrographs for the 5 Year – 24 Hour Storm and the 25 Year – 24 Hour Storm were generated and routed by the program to the inlet in front of the property. The rate of discharge and the volume of discharge was calculated. The input for percolation consists of the stage vs storage data of the facility, base of the aquifer, water table elevation, horizontal saturated (Kh) and vertical unsaturated (Kuv) infiltration rates, effective porosity, suction head, layer thickness, and pond perimeter distances. The stage/area inputs in ICPR are used to determine the storage volume. Page 2 The pre development conditions modeling is shown in Appendix B. A summary of results is listed in the following table: Pre-Development Results Summary Storm P (in) Max Flow Rate into Inlet (cfs) Total Discharge into Inlet (af) 5 Year – 24 Hour 5.00 0.010 0.006 10 Year – 24 Hour 8.00 0.043 0.032 25 Year – 24 Hour 9.50 0.066 0.051 IV. POST DEVELOPMENT ANALYSIS The ICPR version 3.10 program was used for the post development conditions analysis. Hydrographs for the 5 Year – 24 Hour Storm and the 25 Year – 24 Hour Storm were generated and routed by the program to the new inlet in front of the property. The rate of discharge and the volume of discharge was calculated. The input for percolation consists of the stage vs storage data of the facility, base of the aquifer, water table elevation, horizontal saturated (Kh) and vertical unsaturated (Kuv) infiltration rates, effective porosity, suction head, layer thickness, and pond perimeter distances. The stage/area inputs in ICPR are used to determine the storage volume. The post development conditions modeling is shown in Appendix C and the proposed treatment volumes are shown in Appendix D. A summary of results is listed in the following tables: Post Development Results Summary Storm P (in) Max Flow Rate into Inlet (cfs) Total Discharge into Inlet (af) Peak Stage in Swales (ft) 5 Year – 24 Hour 5.00 0.04 0.012 9.26 10 Year – 24 Hour 8.00 0.19 0.080 9.29 25 Year – 24 Hour 9.50 0.24 0.117 9.30 Page 3 Post Development Water Quality Results Impervious Area (acres) Required Treatment Volume (cf) Provided Treatment Volume (cf) 0.197 894 1243 Note: Treatment Volume Recovery occurred by hour 11. V. SUMMARY The following has been achieved: • The retention area has the storage capacity to meet the treatment volume required for the impervious area and the system will recover the treatment volume within 72 hours. • Stormwater management has been utilized to the greatest extent possible given the circumstances of the small site. It is believed that the increase in the peak discharge rate and total runoff is negligible. FIGURES LOCATION MAP 0.33 AC PROJECT SITE BYDATENO.REVISIONSCOPYRIGHT 2020 ALLEN ENGINEERING, INC.c REPRODUCTION IN PART OR WHOLE IS PROHIBITED WITHOUT THEEXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC. MICHAEL S. ALLEN, P.E.FL. LICENSE #45798CHK'D FILLMORE TOWNHOMES CAPE CANAVERAL, FLORIDA LOCATION MAP RONALD A. ABELES BYDATENO.REVISIONSCOPYRIGHT 2020 ALLEN ENGINEERING, INC.c REPRODUCTION IN PART OR WHOLE IS PROHIBITED WITHOUT THEEXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC. MICHAEL S. ALLEN, P.E.FL. LICENSE #45798CHK'D FILLMORE TOWNHOMES CAPE CANAVERAL, FLORIDA USGS MAP RONALD A. ABELES USGS MAP SECTION 23, TOWNSHIP 24, RANGE 37 PROPOSED SITE BYDATENO.REVISIONSCOPYRIGHT 2020 ALLEN ENGINEERING, INC.c REPRODUCTION IN PART OR WHOLE IS PROHIBITED WITHOUT THEEXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC. MICHAEL S. ALLEN, P.E.FL. LICENSE #45798CHK'D FILLMORE TOWNHOMES CAPE CANAVERAL, FLORIDA SOILS MAP RONALD A. ABELES SCS SOILS MAP SOILS LEGEND Ur - Urban Land BYDATENO.REVISIONSCOPYRIGHT 2020 ALLEN ENGINEERING, INC.c REPRODUCTION IN PART OR WHOLE IS PROHIBITED WITHOUT THEEXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC.CHK'D 0/0/00 CHRISTOPHER J. PONTELLO, P.E.FL. LICENSE #55544 WENDY LEE CONDOMINIUM TITUSVILLE, FLORIDA FEMA MAP CARLOS MATA FEMA MAP FEMA FIRM PANEL NO. 12009C0363 G ZONE X EFFECTIVE DATE: MARCH 17, 2014 BYDATENO.REVISIONSCOPYRIGHT 2020 ALLEN ENGINEERING, INC.c REPRODUCTION IN PART OR WHOLE IS PROHIBITED WITHOUT THEEXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC. MICHAEL S. ALLEN, P.E.FL. LICENSE #45798CHK'D FILLMORE TOWNHOMES CAPE CANAVERAL, FLORIDA AERIAL MAP RONALD A. ABELES 0.33 AC PROJECT SITE AERIAL MAP APPENDIX A Stottler Stagg & Associates Architects Engineers Planners Inc. Florida Marytarid 8680 N. Atlantic Avenue P. 0. Box 1630 Cape Canaveral, Florida 32920-1630 (407) 783-1320 Fax: (407) 783-7065 SOILS INVESTIGATION AND ANALYSIS FOR CAPE CANAVERAL LIBRARY, BREVARD COUNTY, FLORIDA TO: A. Kirbach, Design Files FROM: D.E. VanZant DATE: January 18, 1995 SSA Job No. 94054 O:\WPWIN6C\SOILS94054.WPD In support of project design and regulatory agency permitting, a site investigation and analysis was performed for the above referenced project. The investigation was performed on 12119/94. Details and results ci this investigation are indicated as follows: SUBSURFACE INVESTIGATION The investigation consisted of hand auger borings performed at various locations indicated on the attached soil boring location map, Figure 1. The borings were taken to a minimum depth as indicated on the attached soil profile sheets, relative to the existing ground elevations and the groundwater table encountered at each boring location. Soils encountered during this investigation were classified using the Unified Soils Classification System (see attached data sheet Appendix A) and in accordance with ASTM D2487 and ASTM 02488. Hand auger borings were performed in accordance with ASTM 0-1452. The groundwater was observed at various depths of approximately 5.5 to 6.0 feet below the existing ground surface, relevant to soil boring locations and existing ground elevations. Final groundwater elevations were measured after 24-hour stabilization at each location. Based upon site observations, review of site topography data, review of associated project data and drainage studies. and observations of associated drainage improvements, surrounding and adjacent to the project site. it is anticipated that the wet seasonal high-groundwater table for this project area will be approximately 1 .0 to 1 .5 foot higher than indicated on attached soil profile sheets at each boring location, relative to existing ground elevations within the project area. SOIL CONSERVATiON SURVEY ReVieW of the USDA Soil Conservation Service "Soil Survey of Brevard County, Florida", indicated soils to be of the following series, within the project area: Galveston (Ga). The type and description, as obtained from the Soil Survey of Brevard County 1974, is as follows, in part: Soils Investigation January 18, 1995 Page 2 Galveston-Urban land complex (Ga) - The soils in this complex are well-drained Galveston sand and sandy soils that consist of reworked and leveled sandy materials that resemble Galveston sand. The water table generally is below a depth of 60 inches; it is between 40 and 60 inches for short periods during the rainy season. Most of this complex is in urban areas where 25 to 40 percent at the surface area is covered with buildings or pavement. Originally the areas were long narrow ridges of Galveston sand, as described in the representative profile, interspersed with long narrow parallel sloughs of poorly drained and very poorly drained soils. The sloughs have been filled with a variety of sandy materials and leveled. Some fill material was brought in by dredge or truck and some came from bulldozing the upper layers of adjacent Galveston soils into the low places. In a representative profile, the surface layer is gray sand about 5 inches thick. The next layer is pale-brown sand to a depth of 33 inches and light-gray sand to a depth of 80 inches. All layers contain a few marine shell fragments. NOTE: Existing surrounding site improvements, in areas of the aforementioned soil series, such as road construction and adjacent construction and drainage improvements, substantially impacts SCS soil series description, with respect to soil ho&on data, hydrologic classifications, and groundwater determinations. The SCS data is for general informational use only. (Reference Figure 2 for SCS Soils Map.) SITE TOPOGRAPHY AND FLOOD DATA Review of the United States Geologic Survey (USGS) Mappings, Cape Canaveral, FL 1976 indicates, in the area of the proposed project development, basic ground contours at approximately 10.0' N.G.V.D. Review of topographic survey performed by SSA indicates substantial compliance with USGS Mapping for this area. (Reference Figure 3 for the USGS Quadrangle Map.) Review of the Federal Emergency Management Agency (FEMA) Rood Insurance Rate Mapping indicates, within the project area, the predominate rating as Zone X, "Other Areas" (Reference Figure 4 for FEMA Flood Map). SOILS AND GROUNDWATER CONDITIONS A detailed description of soils and groundwater table conditions encountered during the site investigation is as follows in Appendix A. A hydraulic conducflvity test was performed far the proposed retention pond by Atlantic Testing Laboratories, Inc. Results of the hydraulic conductivity test is as indicated in Appendix B. C:\WPWIN6O\SOILS'94054WPD APPENDIX A Soils Investigation January 18, 1995 Page 3 APPENDIX A Soil Profiles Boring No.: B-i Location: See Figure 1 Depth & Descption: 0.0' - 1 .0' Brown sand w/fine roots (SP) 1.0' 1.5' Light yellowish brown sand (SP) 1 .5' 4.5' PaLe brown sand (SP) 4.5' 5.0' Very light olive brown sand (SP) 5.0' 6.5' Pale brown sand w/very fine shell fragments (SP) G.W.T. at 24 Hours: 5.6' (4.4' N.G.V.D.) ,Approximate Surface Elevation: 10.0' N.G.V.D. Boring No..: B-2 Location: See Figure 1 Depth & Descption: 0.0' - 0.5' Brown sand w/fine roots (SP) 0.5' - 1 .5' Light yellowish brown sand (SF) 1 .5' 5.0' Pale brown sand (SP) 5.0' - 6.0' Very light olive brown sand w/mottles of gray sand (SF) 6.0' - 6.5' Pale brown sand w/very fine shell fragments (SP) G.W.T. at 24 Hours: 6.0' (4.5' N.G.V.D.) Approximate Surface Elevation: 10.5' N.G.V.D. Groundwater table (G.W.T.) measured depth from existing ground surface to stabilized (24-hour) groundwater level. (Typical for all indicated groundwater tables.) N.G.V.D. = National Geodetic Vertical Datum (SF) = Soil classification based on "Unified Soils Classification System". See attached data sheet. C:\WPWINSO\SOILS\94054WPD 0 I H I! I C) I 11 0 I- r....k,,, i..i. r 'tt; I I chsssirlcaiion on bails of pasceisiag. of fines Lass titan 6% pass No. 200 slav. OW, OP, SW. SP More $tsw 12% pass No. 200 il.vs GM. OC. SM. SC 5% to 12% pass No. 200 shove flcud.rIln. cIauiItc.ilon ,asiuIrng use of duel symbOls 11. -J panes No. 4 ilevi I Ii d U II I I a p C) C) totalned on No. 4 sieve t C) C) I t R . 0 S.,sth Clarist Cbs,. whir Sands with Gravehi Fines Fine; F fn. U airi.d Soils Cusi. (irairsu.J Soils 611% os moss t.ass,& Silts and Clays No. 200 ssrvs Silts anJ Clays More (ha.. 611% i 1.bnsd Sands us. No. 200 iiavs Grv1s I a- Ikiuld lisusil Lquad Ilnili Mote han 60% of 60% or more '5tisi th,n 60% 6YY. or Ion COW SI iracilon coat,. fraction I 11 I Er APPENDIX B . ATLANTIC TESTING LABORATORIES, INC. Testing, Soils and Foundation Engineers December 27, 1994 90-3 1 34-A-i (WO #1-3) Stottler Stagg & Associates 8680 North Atlantic Avenue Cape Canaveral, Florida 32920 Attention: Andy Kirbach Reference: Cape Canaveral Library Town, Florida 1204 NORTH HARBOR CITY BOULEVAFIO MELBOURNE. FLORIDA 32935 4071 259-4141 FAX 259-1838 Pursuant to your request, ATLANTIC TESTING LABORATORIES, INC. is pleased to submit the following Subsurface Investigation on the above referenced project, for your use and information. The data reflecting the classification of the soils, in accordance with the Unified Soils Classification System, is indicated on the attached boring profile. The results of the hydraulic conductivity test are included on the boring profile We are available at your convenience to answer any questions you may have concerning this report. Sincerely, ATLANTIC TESTING LABORATORIES, INC. Peter C. Swarr, PE Larry H Beckham, Vice President President . REPORT OF SUBSURFACE INVESTIGATiON FOR CAPE CANAVERAL LIBRARY CAPE CANAVERAL, FLORIDA Submitted to: Attention: Andy Kirbach Submitted by: Stottler Stagg & Associates 8680 North Atlantic Avenue Cape Canaveral, Florida 32920 Atlantic Testing Labs. 1204 N. Harbor City Blvd. Melbourne, FL 32935 Date: December 27, 1994 HC-1 Located 106' east of existing building and 33' north of sidewalk along Taylor Avenue as located by the clients survey crew 0.0-0.5' Light brown SAND, trace shell fragments, trace roots (SP) 0.5-5.0' Light pale brown SAND (SP) 5.0-6.0' Light brownish gray SAND, trace shell fragments (SP) Groundwater encountered 5' 3 below the ground surface Hydraulic Conductivity 'K = 4.7 x 10 ft/sec Anticipated seasonal high groundwater - 4.8' below the ground surface S Stottler Stagg & Associates 90-31 34-A-i WO #1-3 Cape Canaveral library SOIL PROFILES Profile No. Depth Soil Description Atlantic Testing Laboratories. Inc. FIGURES Pal_K AVENUE \ I,- _\ i' EXISTING BUILDING LEGEND: DENOTES APPROXIMATE SOIL BORING LOCATION + DENOTES APPROXIMATE LOCATION OF HYDRAULIC CONDUCTIVITY TEST. PROPOSED ADDITION 'C I- "_.1 ( ) NORTH I FIGURE SITE PLAN & BONING TtIe LOCATION MAP Proj.CAPE CANAVERAL LIBRAR No. 94054 Sca'e NTS By DVZ Date 1/18/96 Stottler Stagg & Associates Architects Engiieers Ftanners hc 8680 N ATLANTIC AVENUE CAPE CANAVERAL, FLORID 3220 JHIL I L Jit IL atiD 1HHI 1 I I I I I 8-2 PROPOSED H C-i ETENTION POND 4 + B-I TAYLOR AVENUE 328256 BM)7 (L' CANA.'ERAL BARGE L_ M H \ SHELTON ' COLLEGE \ Sewoyr \Disposol I 22 Radio StoL (WCKS) ;:/14 1 I" j Cope Vie / L. CAPE CAr'7iAVERAL : ii V' I//I" I__ .-Iu. 27 PROJECT H---' LOATION SOURCE: UNITED STATES GEOLOGICAL SURVEY (USGS) MAPPING: CAPE CANAVERAL,FLA. 1976 --7--- N A, Stottler Stagg & Associates Archects Engrieers Planners hc 8680 N. ATLANTIC AVENUE CAPE CANAVERAL,FLORIDA 32920 FIGURE 2 Title USGS QUADRANGLE MAP Proj. No. 94064 Scale NTS By DVZ Date 1/18/95 Coast Guard Sta T CANAL I I I I I 328256 EAE ZONEX Fr ZONE X ZONE X !.. ZONEAE EL 3 7C)NF X L r L. r ,FLOOD ZONE RATING LEGEND: ZONE AE EL El I PROJECT LOCATION OTHER AREAS: ZONE X Areas determined to be outside 500-year flood plain SOURCE: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM): Brevard County,Fiorida and Incorporated a Areas - Map Number I 2009CO3 13 E I FIGURE 3 Title FEMA FLOOD MAP CAPE C*AVERAL roj. LIBRASY No. 94054 Scale NTS By DVZ Date 1/18/95 Stottler Stagg & Associates Archects Engneers Planners hc 8680 N. ATLANTIC AVENUE CAPE CANAVERAL,FLORIDA32920 . 328256 SOILS LEGEND: Ga Galveston-Urban lend complex SOURCE: USDA-SOIL CONSERVATION SURVEY 'Soil Survey of Brevard County,Florlda PROJECT LCATION Stottler Stagg & Associates Archects Engrieers Ptanners hc 8880 N. ATLANTIC AVENUE CAPE CANAVERAL,FLORIDA 32920 FIGURE 4 Ti tie SCS SOILS MAP Proj CAPE CANAVERAL LLBkARY No. 94054 Scale NTS By DVZ Date 1/18/05 I . I SOURCE: . I TRW-REDI "AERIAL & MAP ATLAS" BREVARD COUNTY,FLORIDA : VOLUME 2-NORTH Stottler Stagg & Associates Architects Engineers Ptanners Inc 8660 Astronaut Blvd Cape Canaveral Fla 32920 Tit'e AERIAL/LOCATION MAP FIGURE Proj. CAPE CANAVERAL LIBRARY 5 No. 94054 Scale NTS By DVZ Date 1/18/95 APPENDIX B FILLMORE TOWNHOMES CAPE CANAVERAL PRE-DEVELOPMENT NODE MAXIMUM REPORT Max Warning Max Delta Max Surf Max Max Name Simulation Stage Stage Stage Area Inflow Outflow ft ft ft ft2 cfs cfs INLET 005Y024H 3.450 5.650 0.0000 0 0.010 0.000 INLET 010Y024H 3.450 5.650 0.0000 0 0.043 0.000 INLET 025Y024H 3.450 5.650 0.0000 0 0.066 0.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 005Y024H INLET BASE 0.00 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 0.26 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 0.50 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 0.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 12.02 3.450 5.650 0 0.000 0.000 0.000 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 005Y024H INLET BASE 12.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 12.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 12.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.77 3.450 5.650 0 0.001 0.000 0.000 0.000 005Y024H INLET BASE 14.02 3.450 5.650 0 0.002 0.000 0.000 0.000 005Y024H INLET BASE 14.27 3.450 5.650 0 0.003 0.000 0.000 0.000 005Y024H INLET BASE 14.52 3.450 5.650 0 0.004 0.000 0.000 0.000 005Y024H INLET BASE 14.77 3.450 5.650 0 0.005 0.000 0.000 0.000 005Y024H INLET BASE 15.02 3.450 5.650 0 0.006 0.000 0.000 0.000 005Y024H INLET BASE 15.27 3.450 5.650 0 0.006 0.000 0.001 0.000 005Y024H INLET BASE 15.52 3.450 5.650 0 0.006 0.000 0.001 0.000 005Y024H INLET BASE 15.77 3.450 5.650 0 0.007 0.000 0.001 0.000 005Y024H INLET BASE 16.02 3.450 5.650 0 0.007 0.000 0.001 0.000 005Y024H INLET BASE 16.27 3.450 5.650 0 0.006 0.000 0.001 0.000 005Y024H INLET BASE 16.52 3.450 5.650 0 0.007 0.000 0.001 0.000 005Y024H INLET BASE 16.77 3.450 5.650 0 0.007 0.000 0.001 0.000 005Y024H INLET BASE 17.02 3.450 5.650 0 0.007 0.000 0.001 0.000 005Y024H INLET BASE 17.27 3.450 5.650 0 0.008 0.000 0.002 0.000 005Y024H INLET BASE 17.52 3.450 5.650 0 0.008 0.000 0.002 0.000 005Y024H INLET BASE 17.77 3.450 5.650 0 0.008 0.000 0.002 0.000 005Y024H INLET BASE 18.02 3.450 5.650 0 0.009 0.000 0.002 0.000 005Y024H INLET BASE 18.27 3.450 5.650 0 0.009 0.000 0.002 0.000 005Y024H INLET BASE 18.52 3.450 5.650 0 0.009 0.000 0.003 0.000 005Y024H INLET BASE 18.77 3.450 5.650 0 0.010 0.000 0.003 0.000 005Y024H INLET BASE 19.02 3.450 5.650 0 0.010 0.000 0.003 0.000 005Y024H INLET BASE 19.27 3.450 5.650 0 0.008 0.000 0.003 0.000 005Y024H INLET BASE 19.52 3.450 5.650 0 0.008 0.000 0.003 0.000 005Y024H INLET BASE 19.77 3.450 5.650 0 0.008 0.000 0.003 0.000 005Y024H INLET BASE 20.02 3.450 5.650 0 0.008 0.000 0.004 0.000 005Y024H INLET BASE 20.27 3.450 5.650 0 0.009 0.000 0.004 0.000 005Y024H INLET BASE 20.52 3.450 5.650 0 0.009 0.000 0.004 0.000 005Y024H INLET BASE 20.77 3.450 5.650 0 0.009 0.000 0.004 0.000 005Y024H INLET BASE 21.02 3.450 5.650 0 0.009 0.000 0.004 0.000 005Y024H INLET BASE 21.27 3.450 5.650 0 0.006 0.000 0.005 0.000 005Y024H INLET BASE 21.52 3.450 5.650 0 0.006 0.000 0.005 0.000 005Y024H INLET BASE 21.77 3.450 5.650 0 0.006 0.000 0.005 0.000 005Y024H INLET BASE 22.02 3.450 5.650 0 0.006 0.000 0.005 0.000 005Y024H INLET BASE 22.27 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 22.52 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 22.77 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 23.02 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 23.27 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 23.52 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 23.77 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 24.02 3.450 5.650 0 0.003 0.000 0.005 0.000 005Y024H INLET BASE 24.27 3.450 5.650 0 0.000 0.000 0.006 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 005Y024H INLET BASE 24.52 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 24.77 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 25.02 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 25.27 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 25.52 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 25.77 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 26.02 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 26.27 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 26.52 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 26.77 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 27.02 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 27.27 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 27.52 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 27.77 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 28.02 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 28.27 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 28.52 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 28.77 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 29.02 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 29.27 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 29.52 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 29.77 3.450 5.650 0 0.000 0.000 0.006 0.000 005Y024H INLET BASE 30.01 3.450 5.650 0 0.000 0.000 0.006 0.000 010Y024H INLET BASE 0.00 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 0.26 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 0.50 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 0.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 6.02 3.450 5.650 0 0.000 0.000 0.000 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 010Y024H INLET BASE 6.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 6.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 6.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.77 3.450 5.650 0 0.004 0.000 0.000 0.000 010Y024H INLET BASE 11.02 3.450 5.650 0 0.009 0.000 0.000 0.000 010Y024H INLET BASE 11.27 3.450 5.650 0 0.016 0.000 0.000 0.000 010Y024H INLET BASE 11.52 3.450 5.650 0 0.022 0.000 0.001 0.000 010Y024H INLET BASE 11.77 3.450 5.650 0 0.028 0.000 0.001 0.000 010Y024H INLET BASE 12.02 3.450 5.650 0 0.033 0.000 0.002 0.000 010Y024H INLET BASE 12.27 3.450 5.650 0 0.027 0.000 0.003 0.000 010Y024H INLET BASE 12.52 3.450 5.650 0 0.029 0.000 0.003 0.000 010Y024H INLET BASE 12.77 3.450 5.650 0 0.032 0.000 0.004 0.000 010Y024H INLET BASE 13.02 3.450 5.650 0 0.034 0.000 0.005 0.000 010Y024H INLET BASE 13.27 3.450 5.650 0 0.032 0.000 0.005 0.000 010Y024H INLET BASE 13.52 3.450 5.650 0 0.033 0.000 0.006 0.000 010Y024H INLET BASE 13.77 3.450 5.650 0 0.035 0.000 0.007 0.000 010Y024H INLET BASE 14.02 3.450 5.650 0 0.037 0.000 0.007 0.000 010Y024H INLET BASE 14.27 3.450 5.650 0 0.038 0.000 0.008 0.000 010Y024H INLET BASE 14.52 3.450 5.650 0 0.040 0.000 0.009 0.000 010Y024H INLET BASE 14.77 3.450 5.650 0 0.041 0.000 0.010 0.000 010Y024H INLET BASE 15.02 3.450 5.650 0 0.043 0.000 0.011 0.000 010Y024H INLET BASE 15.27 3.450 5.650 0 0.037 0.000 0.011 0.000 010Y024H INLET BASE 15.52 3.450 5.650 0 0.038 0.000 0.012 0.000 010Y024H INLET BASE 15.77 3.450 5.650 0 0.039 0.000 0.013 0.000 010Y024H INLET BASE 16.02 3.450 5.650 0 0.040 0.000 0.014 0.000 010Y024H INLET BASE 16.27 3.450 5.650 0 0.033 0.000 0.015 0.000 010Y024H INLET BASE 16.52 3.450 5.650 0 0.033 0.000 0.015 0.000 010Y024H INLET BASE 16.77 3.450 5.650 0 0.034 0.000 0.016 0.000 010Y024H INLET BASE 17.02 3.450 5.650 0 0.035 0.000 0.017 0.000 010Y024H INLET BASE 17.27 3.450 5.650 0 0.035 0.000 0.017 0.000 010Y024H INLET BASE 17.52 3.450 5.650 0 0.036 0.000 0.018 0.000 010Y024H INLET BASE 17.77 3.450 5.650 0 0.036 0.000 0.019 0.000 010Y024H INLET BASE 18.02 3.450 5.650 0 0.037 0.000 0.020 0.000 010Y024H INLET BASE 18.27 3.450 5.650 0 0.037 0.000 0.020 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 010Y024H INLET BASE 18.52 3.450 5.650 0 0.038 0.000 0.021 0.000 010Y024H INLET BASE 18.77 3.450 5.650 0 0.039 0.000 0.022 0.000 010Y024H INLET BASE 19.02 3.450 5.650 0 0.039 0.000 0.023 0.000 010Y024H INLET BASE 19.27 3.450 5.650 0 0.030 0.000 0.023 0.000 010Y024H INLET BASE 19.52 3.450 5.650 0 0.030 0.000 0.024 0.000 010Y024H INLET BASE 19.77 3.450 5.650 0 0.030 0.000 0.025 0.000 010Y024H INLET BASE 20.02 3.450 5.650 0 0.031 0.000 0.025 0.000 010Y024H INLET BASE 20.27 3.450 5.650 0 0.031 0.000 0.026 0.000 010Y024H INLET BASE 20.52 3.450 5.650 0 0.031 0.000 0.027 0.000 010Y024H INLET BASE 20.77 3.450 5.650 0 0.031 0.000 0.027 0.000 010Y024H INLET BASE 21.02 3.450 5.650 0 0.031 0.000 0.028 0.000 010Y024H INLET BASE 21.27 3.450 5.650 0 0.022 0.000 0.028 0.000 010Y024H INLET BASE 21.52 3.450 5.650 0 0.021 0.000 0.029 0.000 010Y024H INLET BASE 21.77 3.450 5.650 0 0.022 0.000 0.029 0.000 010Y024H INLET BASE 22.02 3.450 5.650 0 0.021 0.000 0.030 0.000 010Y024H INLET BASE 22.27 3.450 5.650 0 0.012 0.000 0.030 0.000 010Y024H INLET BASE 22.52 3.450 5.650 0 0.011 0.000 0.030 0.000 010Y024H INLET BASE 22.77 3.450 5.650 0 0.011 0.000 0.031 0.000 010Y024H INLET BASE 23.02 3.450 5.650 0 0.011 0.000 0.031 0.000 010Y024H INLET BASE 23.27 3.450 5.650 0 0.011 0.000 0.031 0.000 010Y024H INLET BASE 23.52 3.450 5.650 0 0.011 0.000 0.031 0.000 010Y024H INLET BASE 23.77 3.450 5.650 0 0.011 0.000 0.031 0.000 010Y024H INLET BASE 24.02 3.450 5.650 0 0.011 0.000 0.032 0.000 010Y024H INLET BASE 24.27 3.450 5.650 0 0.001 0.000 0.032 0.000 010Y024H INLET BASE 24.52 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 24.77 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 25.02 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 25.27 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 25.52 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 25.77 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 26.02 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 26.27 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 26.52 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 26.77 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 27.02 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 27.27 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 27.52 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 27.77 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 28.02 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 28.27 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 28.52 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 28.77 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 29.02 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 29.27 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 29.52 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 29.77 3.450 5.650 0 0.000 0.000 0.032 0.000 010Y024H INLET BASE 30.01 3.450 5.650 0 0.000 0.000 0.032 0.000 025Y024H INLET BASE 0.00 3.450 5.650 0 0.000 0.000 0.000 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 5 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 025Y024H INLET BASE 0.26 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 0.50 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 0.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.77 3.450 5.650 0 0.002 0.000 0.000 0.000 025Y024H INLET BASE 10.02 3.450 5.650 0 0.005 0.000 0.000 0.000 025Y024H INLET BASE 10.27 3.450 5.650 0 0.012 0.000 0.000 0.000 025Y024H INLET BASE 10.52 3.450 5.650 0 0.018 0.000 0.001 0.000 025Y024H INLET BASE 10.77 3.450 5.650 0 0.023 0.000 0.001 0.000 025Y024H INLET BASE 11.02 3.450 5.650 0 0.029 0.000 0.002 0.000 025Y024H INLET BASE 11.27 3.450 5.650 0 0.042 0.000 0.002 0.000 025Y024H INLET BASE 11.52 3.450 5.650 0 0.050 0.000 0.003 0.000 025Y024H INLET BASE 11.77 3.450 5.650 0 0.057 0.000 0.004 0.000 025Y024H INLET BASE 12.02 3.450 5.650 0 0.063 0.000 0.006 0.000 025Y024H INLET BASE 12.27 3.450 5.650 0 0.050 0.000 0.007 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 6 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 025Y024H INLET BASE 12.52 3.450 5.650 0 0.052 0.000 0.008 0.000 025Y024H INLET BASE 12.77 3.450 5.650 0 0.055 0.000 0.009 0.000 025Y024H INLET BASE 13.02 3.450 5.650 0 0.058 0.000 0.010 0.000 025Y024H INLET BASE 13.27 3.450 5.650 0 0.053 0.000 0.011 0.000 025Y024H INLET BASE 13.52 3.450 5.650 0 0.054 0.000 0.012 0.000 025Y024H INLET BASE 13.77 3.450 5.650 0 0.057 0.000 0.014 0.000 025Y024H INLET BASE 14.02 3.450 5.650 0 0.059 0.000 0.015 0.000 025Y024H INLET BASE 14.27 3.450 5.650 0 0.060 0.000 0.016 0.000 025Y024H INLET BASE 14.52 3.450 5.650 0 0.062 0.000 0.017 0.000 025Y024H INLET BASE 14.77 3.450 5.650 0 0.064 0.000 0.019 0.000 025Y024H INLET BASE 15.02 3.450 5.650 0 0.065 0.000 0.020 0.000 025Y024H INLET BASE 15.27 3.450 5.650 0 0.057 0.000 0.021 0.000 025Y024H INLET BASE 15.52 3.450 5.650 0 0.058 0.000 0.022 0.000 025Y024H INLET BASE 15.77 3.450 5.650 0 0.059 0.000 0.024 0.000 025Y024H INLET BASE 16.02 3.450 5.650 0 0.059 0.000 0.025 0.000 025Y024H INLET BASE 16.27 3.450 5.650 0 0.050 0.000 0.026 0.000 025Y024H INLET BASE 16.52 3.450 5.650 0 0.050 0.000 0.027 0.000 025Y024H INLET BASE 16.77 3.450 5.650 0 0.050 0.000 0.028 0.000 025Y024H INLET BASE 17.02 3.450 5.650 0 0.051 0.000 0.029 0.000 025Y024H INLET BASE 17.27 3.450 5.650 0 0.052 0.000 0.030 0.000 025Y024H INLET BASE 17.52 3.450 5.650 0 0.052 0.000 0.031 0.000 025Y024H INLET BASE 17.77 3.450 5.650 0 0.053 0.000 0.032 0.000 025Y024H INLET BASE 18.02 3.450 5.650 0 0.054 0.000 0.033 0.000 025Y024H INLET BASE 18.27 3.450 5.650 0 0.054 0.000 0.034 0.000 025Y024H INLET BASE 18.52 3.450 5.650 0 0.055 0.000 0.036 0.000 025Y024H INLET BASE 18.77 3.450 5.650 0 0.056 0.000 0.037 0.000 025Y024H INLET BASE 19.02 3.450 5.650 0 0.056 0.000 0.038 0.000 025Y024H INLET BASE 19.27 3.450 5.650 0 0.044 0.000 0.039 0.000 025Y024H INLET BASE 19.52 3.450 5.650 0 0.043 0.000 0.040 0.000 025Y024H INLET BASE 19.77 3.450 5.650 0 0.043 0.000 0.041 0.000 025Y024H INLET BASE 20.02 3.450 5.650 0 0.044 0.000 0.042 0.000 025Y024H INLET BASE 20.27 3.450 5.650 0 0.044 0.000 0.042 0.000 025Y024H INLET BASE 20.52 3.450 5.650 0 0.044 0.000 0.043 0.000 025Y024H INLET BASE 20.77 3.450 5.650 0 0.045 0.000 0.044 0.000 025Y024H INLET BASE 21.02 3.450 5.650 0 0.044 0.000 0.045 0.000 025Y024H INLET BASE 21.27 3.450 5.650 0 0.031 0.000 0.046 0.000 025Y024H INLET BASE 21.52 3.450 5.650 0 0.030 0.000 0.047 0.000 025Y024H INLET BASE 21.77 3.450 5.650 0 0.030 0.000 0.047 0.000 025Y024H INLET BASE 22.02 3.450 5.650 0 0.030 0.000 0.048 0.000 025Y024H INLET BASE 22.27 3.450 5.650 0 0.016 0.000 0.048 0.000 025Y024H INLET BASE 22.52 3.450 5.650 0 0.015 0.000 0.049 0.000 025Y024H INLET BASE 22.77 3.450 5.650 0 0.015 0.000 0.049 0.000 025Y024H INLET BASE 23.02 3.450 5.650 0 0.015 0.000 0.049 0.000 025Y024H INLET BASE 23.27 3.450 5.650 0 0.016 0.000 0.050 0.000 025Y024H INLET BASE 23.52 3.450 5.650 0 0.016 0.000 0.050 0.000 025Y024H INLET BASE 23.77 3.450 5.650 0 0.016 0.000 0.050 0.000 025Y024H INLET BASE 24.02 3.450 5.650 0 0.015 0.000 0.051 0.000 025Y024H INLET BASE 24.27 3.450 5.650 0 0.001 0.000 0.051 0.000 025Y024H INLET BASE 24.52 3.450 5.650 0 0.000 0.000 0.051 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 7 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPRE-DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 025Y024H INLET BASE 24.77 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 25.02 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 25.27 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 25.52 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 25.77 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 26.02 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 26.27 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 26.52 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 26.77 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 27.02 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 27.27 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 27.52 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 27.77 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 28.02 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 28.27 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 28.52 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 28.77 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 29.02 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 29.27 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 29.52 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 29.77 3.450 5.650 0 0.000 0.000 0.051 0.000 025Y024H INLET BASE 30.01 3.450 5.650 0 0.000 0.000 0.051 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 8 of 8 FILLMORE TOWNHOMES CAPE CANAVERAL PRE-DEVELOPMENT BASIN SUMMARY Name: PRE PRE PRE Group: BASE BASE BASE Simulation: 005Y024H 010Y024H 025Y024H Node: INLET INLET INLET Type: SCS SCS SCS Unit Hydrograph: Uh484 Uh484 Uh484 Peaking Factor: 484.0 484.0 484.0 Spec Time Inc(min): 1.33 1.33 1.33 Comp Time Inc(min): 1.33 1.33 1.33 Rain File: FDOT-24 Fdot-24 FDOT-24 Rain Amount(in): 5.000 8.000 9.500 Duration(hrs): 24.00 24.00 24.00 Status: Onsite Onsite Onsite TC(min): 10.00 10.00 10.00 Time Shift(hrs): 0.00 0.00 0.00 Area(ac): 0.330 0.330 0.330 Vol of Unit Hyd(in): 1.001 1.001 1.001 Curve Num: 39.000 39.000 39.000 DCIA(%): 0.000 0.000 0.000 Time Max(hrs): 19.00 15.02 15.00 Flow Max(cfs): 0.010 0.043 0.066 Runoff Volume(in): 0.200 1.155 1.842 Runoff Volume(ft3): 239.326 1384.166 2206.401 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 FILLMORE TOWNHOMES CAPE CANAVERAL PRE-DEVELOPMENT INPUT REPORT ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: PRE Node: INLET Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.330 Time Shift(hrs): 0.00 Curve Number: 39.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: INLET Base Flow(cfs): 0.000 Init Stage(ft): 3.450 Group: BASE Warn Stage(ft): 5.650 Type: Time/Stage TW SET TO 12" OUTFALL PIPE FLOWING FULL Time(hrs) Stage(ft) --------------- --------------- 0.00 3.450 72.00 3.450 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 005Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Pre\005Y024H.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: FDOT-24 Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 010Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Pre\010Y024H.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 8.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 025Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Pre\025Y024H.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: FDOT-24 Rainfall Amount(in): 9.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 3 FILLMORE TOWNHOMES CAPE CANAVERAL PRE-DEVELOPMENT INPUT REPORT ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: 005Y024H Hydrology Sim: 005Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Pre\005Y024H.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 010Y024H Hydrology Sim: 010Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Pre\010Y024H.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 025Y024H Hydrology Sim: 025Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Pre\025Y024H.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.000 Group Run --------------- ----- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 3 FILLMORE TOWNHOMES CAPE CANAVERAL PRE-DEVELOPMENT INPUT REPORT BASE Yes Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 3 PROJECT NAME: Fillmore Townhomes PROJECT No.: 200024 CALCULATED BY: DJW CHECKED BY: MSA DATE: 7/27/2020 BASIN ID:PRE BASIN AREA (ac) = 0.330 PERCENT IMPERVIOUS (%) = 0.0% IMPERVIOUS AREA (ac) = 0.000 PERCENT PERVIOUS (%) = 100.0% PERVIOUS AREA ( ac) = 0.330 SOIL NAME SOIL TYPE COVER DESCRIPTION CN AREA (AC) CN x area IMPERVIOUS 98 0.000 0.00 GALVESTON, URBAN LAND A GOOD CONDITION (>75%) 39 0.330 12.87 Totals = 0.330 12.87 WCN (weighted) = 39 SCS RUNOFF CURVE NUMBERS EXISTING CONDITIONS COMMENT: WCN ESTIMATED FOR CONTRIBUTING PERVIOUS AREA AND TOTAL IMPERVIOUS AREA Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. FILLMORE TOWNHOMES CAPE CANAVERAL PRE-DEVELOPMENT NODAL DIAGRAM Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins O Overland Flow U SCS Unit CN S SBUH CN Y SCS Unit GA Z SBUH GA Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach E Percolation F Filter X Exfil Trench T:INLET U:PRE APPENDIX C FILLMORE TOWNHOMES CAPE CANAVERAL POST DEVELOPMENT NODE MAXIMUM REPORT Max Warning Max Delta Max Surf Max Max Name Simulation Stage Stage Stage Area Inflow Outflow ft ft ft ft2 cfs cfs GW 005Y024H 4.500 999.000 0.0000 0 0.024 0.000 GW 010Y024H 4.500 999.000 0.0000 0 0.024 0.000 GW 025Y024H 4.500 999.000 0.0000 0 0.024 0.000 INLET 005Y024H 3.450 5.650 0.0000 0 0.038 0.000 INLET 010Y024H 3.450 5.650 0.0000 0 0.190 0.000 INLET 025Y024H 3.450 5.650 0.0000 0 0.243 0.000 SWALES 005Y024H 9.263 9.500 0.0044 2035 0.111 0.062 SWALES 010Y024H 9.288 9.500 0.0049 2073 0.215 0.214 SWALES 025Y024H 9.295 9.500 0.0050 2084 0.268 0.267 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 005Y024H INLET BASE 0.00 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 0.26 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 0.50 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 0.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 1.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 2.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 3.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 4.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 5.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 6.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 7.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 8.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 9.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 10.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 11.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 12.02 3.450 5.650 0 0.000 0.000 0.000 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 005Y024H INLET BASE 12.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 12.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 12.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 13.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 14.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 14.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 14.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 14.77 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 15.02 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 15.27 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 15.52 3.450 5.650 0 0.000 0.000 0.000 0.000 005Y024H INLET BASE 15.77 3.450 5.650 0 0.015 0.000 0.000 0.000 005Y024H INLET BASE 16.02 3.450 5.650 0 0.037 0.000 0.001 0.000 005Y024H INLET BASE 16.27 3.450 5.650 0 0.033 0.000 0.001 0.000 005Y024H INLET BASE 16.52 3.450 5.650 0 0.030 0.000 0.002 0.000 005Y024H INLET BASE 16.77 3.450 5.650 0 0.029 0.000 0.003 0.000 005Y024H INLET BASE 17.02 3.450 5.650 0 0.029 0.000 0.003 0.000 005Y024H INLET BASE 17.27 3.450 5.650 0 0.029 0.000 0.004 0.000 005Y024H INLET BASE 17.52 3.450 5.650 0 0.029 0.000 0.004 0.000 005Y024H INLET BASE 17.77 3.450 5.650 0 0.030 0.000 0.005 0.000 005Y024H INLET BASE 18.02 3.450 5.650 0 0.030 0.000 0.006 0.000 005Y024H INLET BASE 18.27 3.450 5.650 0 0.030 0.000 0.006 0.000 005Y024H INLET BASE 18.52 3.450 5.650 0 0.030 0.000 0.007 0.000 005Y024H INLET BASE 18.77 3.450 5.650 0 0.030 0.000 0.008 0.000 005Y024H INLET BASE 19.02 3.450 5.650 0 0.031 0.000 0.008 0.000 005Y024H INLET BASE 19.27 3.450 5.650 0 0.023 0.000 0.009 0.000 005Y024H INLET BASE 19.52 3.450 5.650 0 0.019 0.000 0.009 0.000 005Y024H INLET BASE 19.77 3.450 5.650 0 0.018 0.000 0.010 0.000 005Y024H INLET BASE 20.02 3.450 5.650 0 0.017 0.000 0.010 0.000 005Y024H INLET BASE 20.27 3.450 5.650 0 0.017 0.000 0.010 0.000 005Y024H INLET BASE 20.52 3.450 5.650 0 0.018 0.000 0.011 0.000 005Y024H INLET BASE 20.77 3.450 5.650 0 0.018 0.000 0.011 0.000 005Y024H INLET BASE 21.02 3.450 5.650 0 0.018 0.000 0.011 0.000 005Y024H INLET BASE 21.27 3.450 5.650 0 0.011 0.000 0.012 0.000 005Y024H INLET BASE 21.52 3.450 5.650 0 0.006 0.000 0.012 0.000 005Y024H INLET BASE 21.77 3.450 5.650 0 0.005 0.000 0.012 0.000 005Y024H INLET BASE 22.02 3.450 5.650 0 0.004 0.000 0.012 0.000 005Y024H INLET BASE 22.27 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 22.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 22.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 23.02 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 23.27 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 23.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 23.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 24.02 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 24.27 3.450 5.650 0 0.000 0.000 0.012 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 005Y024H INLET BASE 24.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 24.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 25.02 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 25.27 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 25.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 25.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 26.02 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 26.27 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 26.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 26.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 27.02 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 27.27 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 27.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 27.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 28.02 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 28.27 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 28.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 28.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 29.02 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 29.27 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 29.52 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 29.77 3.450 5.650 0 0.000 0.000 0.012 0.000 005Y024H INLET BASE 30.01 3.450 5.650 0 0.000 0.000 0.012 0.000 010Y024H INLET BASE 0.00 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 0.26 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 0.50 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 0.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 1.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 2.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 3.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 4.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 5.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 6.02 3.450 5.650 0 0.000 0.000 0.000 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 010Y024H INLET BASE 6.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 6.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 6.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 7.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 8.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 9.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.27 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.52 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 10.77 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 11.02 3.450 5.650 0 0.000 0.000 0.000 0.000 010Y024H INLET BASE 11.26 3.450 5.650 0 0.067 0.000 0.001 0.000 010Y024H INLET BASE 11.52 3.450 5.650 0 0.179 0.000 0.003 0.000 010Y024H INLET BASE 11.77 3.450 5.650 0 0.187 0.000 0.007 0.000 010Y024H INLET BASE 12.02 3.450 5.650 0 0.190 0.000 0.011 0.000 010Y024H INLET BASE 12.27 3.450 5.650 0 0.144 0.000 0.014 0.000 010Y024H INLET BASE 12.52 3.450 5.650 0 0.130 0.000 0.017 0.000 010Y024H INLET BASE 12.77 3.450 5.650 0 0.131 0.000 0.020 0.000 010Y024H INLET BASE 13.02 3.450 5.650 0 0.132 0.000 0.023 0.000 010Y024H INLET BASE 13.27 3.450 5.650 0 0.117 0.000 0.025 0.000 010Y024H INLET BASE 13.52 3.450 5.650 0 0.112 0.000 0.028 0.000 010Y024H INLET BASE 13.77 3.450 5.650 0 0.112 0.000 0.030 0.000 010Y024H INLET BASE 14.02 3.450 5.650 0 0.113 0.000 0.032 0.000 010Y024H INLET BASE 14.27 3.450 5.650 0 0.114 0.000 0.035 0.000 010Y024H INLET BASE 14.52 3.450 5.650 0 0.114 0.000 0.037 0.000 010Y024H INLET BASE 14.77 3.450 5.650 0 0.115 0.000 0.039 0.000 010Y024H INLET BASE 15.02 3.450 5.650 0 0.115 0.000 0.042 0.000 010Y024H INLET BASE 15.27 3.450 5.650 0 0.099 0.000 0.044 0.000 010Y024H INLET BASE 15.52 3.450 5.650 0 0.094 0.000 0.046 0.000 010Y024H INLET BASE 15.77 3.450 5.650 0 0.093 0.000 0.048 0.000 010Y024H INLET BASE 16.02 3.450 5.650 0 0.094 0.000 0.050 0.000 010Y024H INLET BASE 16.27 3.450 5.650 0 0.078 0.000 0.052 0.000 010Y024H INLET BASE 16.52 3.450 5.650 0 0.072 0.000 0.053 0.000 010Y024H INLET BASE 16.77 3.450 5.650 0 0.071 0.000 0.055 0.000 010Y024H INLET BASE 17.02 3.450 5.650 0 0.071 0.000 0.056 0.000 010Y024H INLET BASE 17.27 3.450 5.650 0 0.071 0.000 0.058 0.000 010Y024H INLET BASE 17.52 3.450 5.650 0 0.071 0.000 0.059 0.000 010Y024H INLET BASE 17.77 3.450 5.650 0 0.072 0.000 0.060 0.000 010Y024H INLET BASE 18.02 3.450 5.650 0 0.072 0.000 0.062 0.000 010Y024H INLET BASE 18.27 3.450 5.650 0 0.072 0.000 0.063 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 010Y024H INLET BASE 18.52 3.450 5.650 0 0.072 0.000 0.065 0.000 010Y024H INLET BASE 18.77 3.450 5.650 0 0.072 0.000 0.066 0.000 010Y024H INLET BASE 19.02 3.450 5.650 0 0.072 0.000 0.068 0.000 010Y024H INLET BASE 19.27 3.450 5.650 0 0.057 0.000 0.069 0.000 010Y024H INLET BASE 19.52 3.450 5.650 0 0.050 0.000 0.070 0.000 010Y024H INLET BASE 19.77 3.450 5.650 0 0.049 0.000 0.071 0.000 010Y024H INLET BASE 20.02 3.450 5.650 0 0.049 0.000 0.072 0.000 010Y024H INLET BASE 20.27 3.450 5.650 0 0.049 0.000 0.073 0.000 010Y024H INLET BASE 20.52 3.450 5.650 0 0.049 0.000 0.074 0.000 010Y024H INLET BASE 20.77 3.450 5.650 0 0.049 0.000 0.075 0.000 010Y024H INLET BASE 21.02 3.450 5.650 0 0.049 0.000 0.076 0.000 010Y024H INLET BASE 21.27 3.450 5.650 0 0.034 0.000 0.077 0.000 010Y024H INLET BASE 21.52 3.450 5.650 0 0.026 0.000 0.078 0.000 010Y024H INLET BASE 21.77 3.450 5.650 0 0.025 0.000 0.078 0.000 010Y024H INLET BASE 22.02 3.450 5.650 0 0.025 0.000 0.079 0.000 010Y024H INLET BASE 22.27 3.450 5.650 0 0.012 0.000 0.079 0.000 010Y024H INLET BASE 22.52 3.450 5.650 0 0.004 0.000 0.080 0.000 010Y024H INLET BASE 22.77 3.450 5.650 0 0.002 0.000 0.080 0.000 010Y024H INLET BASE 23.02 3.450 5.650 0 0.001 0.000 0.080 0.000 010Y024H INLET BASE 23.27 3.450 5.650 0 0.001 0.000 0.080 0.000 010Y024H INLET BASE 23.52 3.450 5.650 0 0.001 0.000 0.080 0.000 010Y024H INLET BASE 23.77 3.450 5.650 0 0.001 0.000 0.080 0.000 010Y024H INLET BASE 24.02 3.450 5.650 0 0.001 0.000 0.080 0.000 010Y024H INLET BASE 24.27 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 24.52 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 24.77 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 25.02 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 25.27 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 25.52 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 25.77 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 26.02 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 26.27 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 26.52 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 26.77 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 27.02 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 27.27 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 27.52 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 27.77 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 28.02 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 28.27 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 28.52 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 28.77 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 29.02 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 29.27 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 29.52 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 29.77 3.450 5.650 0 0.000 0.000 0.080 0.000 010Y024H INLET BASE 30.01 3.450 5.650 0 0.000 0.000 0.080 0.000 025Y024H INLET BASE 0.00 3.450 5.650 0 0.000 0.000 0.000 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 5 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 025Y024H INLET BASE 0.26 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 0.50 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 0.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 1.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 2.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 3.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 4.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 5.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 6.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 7.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 8.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.52 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 9.77 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 10.02 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 10.27 3.450 5.650 0 0.000 0.000 0.000 0.000 025Y024H INLET BASE 10.52 3.450 5.650 0 0.152 0.000 0.002 0.000 025Y024H INLET BASE 10.77 3.450 5.650 0 0.174 0.000 0.005 0.000 025Y024H INLET BASE 11.02 3.450 5.650 0 0.178 0.000 0.009 0.000 025Y024H INLET BASE 11.27 3.450 5.650 0 0.220 0.000 0.013 0.000 025Y024H INLET BASE 11.52 3.450 5.650 0 0.235 0.000 0.017 0.000 025Y024H INLET BASE 11.77 3.450 5.650 0 0.240 0.000 0.022 0.000 025Y024H INLET BASE 12.02 3.450 5.650 0 0.242 0.000 0.027 0.000 025Y024H INLET BASE 12.27 3.450 5.650 0 0.184 0.000 0.032 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 6 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 025Y024H INLET BASE 12.52 3.450 5.650 0 0.167 0.000 0.035 0.000 025Y024H INLET BASE 12.77 3.450 5.650 0 0.167 0.000 0.039 0.000 025Y024H INLET BASE 13.02 3.450 5.650 0 0.168 0.000 0.042 0.000 025Y024H INLET BASE 13.27 3.450 5.650 0 0.149 0.000 0.046 0.000 025Y024H INLET BASE 13.52 3.450 5.650 0 0.144 0.000 0.049 0.000 025Y024H INLET BASE 13.77 3.450 5.650 0 0.144 0.000 0.052 0.000 025Y024H INLET BASE 14.02 3.450 5.650 0 0.145 0.000 0.055 0.000 025Y024H INLET BASE 14.27 3.450 5.650 0 0.145 0.000 0.058 0.000 025Y024H INLET BASE 14.52 3.450 5.650 0 0.146 0.000 0.061 0.000 025Y024H INLET BASE 14.77 3.450 5.650 0 0.146 0.000 0.064 0.000 025Y024H INLET BASE 15.02 3.450 5.650 0 0.147 0.000 0.067 0.000 025Y024H INLET BASE 15.27 3.450 5.650 0 0.126 0.000 0.069 0.000 025Y024H INLET BASE 15.52 3.450 5.650 0 0.120 0.000 0.072 0.000 025Y024H INLET BASE 15.77 3.450 5.650 0 0.120 0.000 0.074 0.000 025Y024H INLET BASE 16.02 3.450 5.650 0 0.120 0.000 0.077 0.000 025Y024H INLET BASE 16.27 3.450 5.650 0 0.100 0.000 0.079 0.000 025Y024H INLET BASE 16.52 3.450 5.650 0 0.093 0.000 0.081 0.000 025Y024H INLET BASE 16.77 3.450 5.650 0 0.092 0.000 0.083 0.000 025Y024H INLET BASE 17.02 3.450 5.650 0 0.092 0.000 0.085 0.000 025Y024H INLET BASE 17.27 3.450 5.650 0 0.092 0.000 0.087 0.000 025Y024H INLET BASE 17.52 3.450 5.650 0 0.092 0.000 0.089 0.000 025Y024H INLET BASE 17.77 3.450 5.650 0 0.092 0.000 0.091 0.000 025Y024H INLET BASE 18.02 3.450 5.650 0 0.093 0.000 0.093 0.000 025Y024H INLET BASE 18.27 3.450 5.650 0 0.093 0.000 0.094 0.000 025Y024H INLET BASE 18.52 3.450 5.650 0 0.093 0.000 0.096 0.000 025Y024H INLET BASE 18.77 3.450 5.650 0 0.093 0.000 0.098 0.000 025Y024H INLET BASE 19.02 3.450 5.650 0 0.093 0.000 0.100 0.000 025Y024H INLET BASE 19.27 3.450 5.650 0 0.074 0.000 0.102 0.000 025Y024H INLET BASE 19.52 3.450 5.650 0 0.065 0.000 0.103 0.000 025Y024H INLET BASE 19.77 3.450 5.650 0 0.065 0.000 0.105 0.000 025Y024H INLET BASE 20.02 3.450 5.650 0 0.065 0.000 0.106 0.000 025Y024H INLET BASE 20.27 3.450 5.650 0 0.064 0.000 0.107 0.000 025Y024H INLET BASE 20.52 3.450 5.650 0 0.064 0.000 0.109 0.000 025Y024H INLET BASE 20.77 3.450 5.650 0 0.065 0.000 0.110 0.000 025Y024H INLET BASE 21.02 3.450 5.650 0 0.065 0.000 0.111 0.000 025Y024H INLET BASE 21.27 3.450 5.650 0 0.046 0.000 0.113 0.000 025Y024H INLET BASE 21.52 3.450 5.650 0 0.037 0.000 0.113 0.000 025Y024H INLET BASE 21.77 3.450 5.650 0 0.035 0.000 0.114 0.000 025Y024H INLET BASE 22.02 3.450 5.650 0 0.035 0.000 0.115 0.000 025Y024H INLET BASE 22.27 3.450 5.650 0 0.019 0.000 0.115 0.000 025Y024H INLET BASE 22.52 3.450 5.650 0 0.009 0.000 0.116 0.000 025Y024H INLET BASE 22.77 3.450 5.650 0 0.007 0.000 0.116 0.000 025Y024H INLET BASE 23.02 3.450 5.650 0 0.006 0.000 0.116 0.000 025Y024H INLET BASE 23.27 3.450 5.650 0 0.006 0.000 0.116 0.000 025Y024H INLET BASE 23.52 3.450 5.650 0 0.006 0.000 0.116 0.000 025Y024H INLET BASE 23.77 3.450 5.650 0 0.006 0.000 0.116 0.000 025Y024H INLET BASE 24.02 3.450 5.650 0 0.006 0.000 0.116 0.000 025Y024H INLET BASE 24.27 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 24.52 3.450 5.650 0 0.000 0.000 0.117 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 7 of 8 FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTTOTAL DISCHARGE TO INLET Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af 025Y024H INLET BASE 24.77 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 25.02 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 25.27 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 25.52 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 25.77 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 26.02 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 26.27 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 26.52 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 26.77 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 27.02 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 27.27 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 27.52 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 27.77 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 28.02 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 28.27 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 28.52 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 28.77 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 29.02 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 29.27 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 29.52 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 29.77 3.450 5.650 0 0.000 0.000 0.117 0.000 025Y024H INLET BASE 30.01 3.450 5.650 0 0.000 0.000 0.117 0.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 8 of 8 FILLMORE TOWNHOMES CAPE CANAVERAL POST DEVELOPMENT BASIN SUMMARY Name: POST POST POST Group: BASE BASE BASE Simulation: 005Y024H 010Y024H 025Y024H Node: SWALES SWALES SWALES Type: SCS SCS SCS Unit Hydrograph: Uh484 Uh484 Uh484 Peaking Factor: 484.0 484.0 484.0 Spec Time Inc(min): 1.33 1.33 1.33 Comp Time Inc(min): 1.33 1.33 1.33 Rain File: FDOT-24 Fdot-24 FDOT-24 Rain Amount(in): 5.000 8.000 9.500 Duration(hrs): 24.00 24.00 24.00 Status: Onsite Onsite Onsite TC(min): 10.00 10.00 10.00 Time Shift(hrs): 0.00 0.00 0.00 Area(ac): 0.330 0.330 0.330 Vol of Unit Hyd(in): 1.001 1.001 1.001 Curve Num: 78.000 78.000 78.000 DCIA(%): 0.000 0.000 0.000 Time Max(hrs): 12.00 12.00 12.00 Flow Max(cfs): 0.111 0.215 0.268 Runoff Volume(in): 2.708 5.384 6.783 Runoff Volume(ft3): 3243.996 6449.276 8125.337 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 FILLMORE TOWNHOMES CAPE CANAVERAL POST DEVELOPMENT INPUT REPORT ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: POST Node: SWALES Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.330 Time Shift(hrs): 0.00 Curve Number: 78.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: GW Base Flow(cfs): 0.000 Init Stage(ft): 4.500 Group: BASE Warn Stage(ft): 999.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 4.500 72.00 4.500 ------------------------------------------------------------------------------------------ Name: INLET Base Flow(cfs): 0.000 Init Stage(ft): 3.450 Group: BASE Warn Stage(ft): 5.650 Type: Time/Stage TW SET TO 12" OUTFALL PIPE FLOWING FULL Time(hrs) Stage(ft) --------------- --------------- 0.00 3.450 72.00 3.450 ------------------------------------------------------------------------------------------ Name: SWALES Base Flow(cfs): 0.000 Init Stage(ft): 8.000 Group: BASE Warn Stage(ft): 9.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 8.000 0.0000 9.500 0.0550 ========================================================================================== ==== Drop Structures ===================================================================== ========================================================================================== Name: DS From Node: SWALES Length(ft): 69.00 Group: BASE To Node: INLET Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.000 Invert(ft): 3.200 2.500 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 4 FILLMORE TOWNHOMES CAPE CANAVERAL POST DEVELOPMENT INPUT REPORT Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure DS *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 9.250 Rise(in): 24.00 Control Elev(ft): 9.250 ========================================================================================== ==== Weirs =============================================================================== ========================================================================================== Name: TOB From Node: SWALES Group: BASE To Node: INLET Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 288.00 Rise(in): 999.00 Invert(ft): 9.500 Control Elevation(ft): 9.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ========================================================================================== ==== Percolation Links =================================================================== ========================================================================================== Name: GW SINK From Node: SWALES Flow: Both Group: BASE To Node: GW Count: 1 Surface Area Option: Use 1st Point in Stage/Area Table Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Base Elev(ft): -20.000 Perimeter 1(ft): 300.000 Water Table Elev(ft): 4.500 Perimeter 2(ft): 614.000 Ann Recharge Rate(in/year): 0.000 Perimeter 3(ft): 3142.000 Horiz Conductivity(ft/day): 20.300 Distance 1 to 2(ft): 50.000 Vert Conductivity(ft/day): 13.530 Distance 2 to 3(ft): 450.000 Effective Porosity(dec): 0.437 Num Cells 1 to 2: 10 Suction Head(in): 4.170 Num Cells 2 to 3: 45 Layer Thickness(ft): 3.500 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 005Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Post\005Y024H.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: FDOT-24 Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 4 FILLMORE TOWNHOMES CAPE CANAVERAL POST DEVELOPMENT INPUT REPORT --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 010Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Post\010Y024H.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 8.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 025Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Post\025Y024H.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: FDOT-24 Rainfall Amount(in): 9.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: DRAWDOWN Filename: K:\Project\Villas at Fillmore\ICPR\Post\DRAWDOWN.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.57 Time(hrs) Print Inc(min) --------------- --------------- 100.000 60.00 ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: 005Y024H Hydrology Sim: 005Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Post\005Y024H.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 010Y024H Hydrology Sim: 010Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Post\010Y024H.I32 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 4 FILLMORE TOWNHOMES CAPE CANAVERAL POST DEVELOPMENT INPUT REPORT Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 025Y024H Hydrology Sim: 025Y024H Filename: K:\Project\Villas at Fillmore\ICPR\Post\025Y024H.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: DRAWDOWN Hydrology Sim: DRAWDOWN Filename: K:\Project\Villas at Fillmore\ICPR\Post\DRAWDOWN.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 100.000 60.000 Group Run --------------- ----- BASE Yes Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 4 PROJECT NAME: Fillmore Townhomes PROJECT No.: 200024 CALCULATED BY: DJW CHECKED BY: MSA DATE: 7/27/2020 BASIN ID:POST BASIN AREA (ac) = 0.330 PERCENT IMPERVIOUS (%) = 59.7% IMPERVIOUS AREA (ac) = 0.197 PERCENT PERVIOUS (%) = 40.3% PERVIOUS AREA ( ac) = 0.133 SOIL NAME SOIL TYPE COVER DESCRIPTION CN AREA (AC) CN x area IMPERVIOUS 98 0.197 19.31 GALVESTON, URBAN LAND A GOOD CONDITION (>75%) 49 0.133 6.52 Totals = 0.330 25.82 WCN (weighted) = 78 SCS RUNOFF CURVE NUMBERS PROPOSED CONDITIONS COMMENT: WCN ESTIMATED FOR CONTRIBUTING PERVIOUS AREA AND TOTAL IMPERVIOUS AREA Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. FILLMORE TOWNHOMES CAPE CANAVERAL POST DEVELOPMENT NODAL DIAGRAM Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins O Overland Flow U SCS Unit CN S SBUH CN Y SCS Unit GA Z SBUH GA Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach E Percolation F Filter X Exfil Trench A:SWALES U:POST T:INLET T:GW W:TOB D:DS E:GW SINK APPENDIX D STORMWATER MANAGEMENT CALCULATIONSDRY RETENTION POND DESIGN - WATER QUALITYAllen Engineering, Inc.Project Name:Fillmore TownhomesProject No.:200024Calculated by:DJWChecked by:MSADate:7/27/2020Dry Retention System Basin Data:Drainage Area, DA = 0.330acImpervious Area = 0.197acPercent Impervious = 59.7%Water Quality Requirements:Q = CiAC = 0.95 for Impervious Areas (0.95x0.197)+(0.30x0.133)C = 0.30 for Pervious Areas C= 0.33 C= 0.69i = 1 inchA = 14,375 SFQ = 827 CFOR1.25 inches over the imperviousImpervious Area = 8581 SFQ = 894 CFPond Contour (ft)Area within Contour (sq. ft)Area within Contour (ac)Storage between Contours (cf)Cumulative Storage (cf)9.5 2,387 0.0548 1,7905479.25 1,989 0.0457 1,2431,2438.0 0 0.00000Pond Pre- Treatment Recovery Time: The pond pre-treatment volume of 0.021 ac-ft recovers in approximately 11 hours following a storm event. See attached recovery analysis performed using ICPR 3.10.CommentsTop of BankWeir ElevationBottom of Pond FILLMORE TOWNHOMESCAPE CANAVERALPOST DEVELOPMENTDRAWDOWN ANALYSIS Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af DRAWDOWN SWALES BASE 0.00 8.000 9.500 113 0.000 0.000 0.000 0.000 DRAWDOWN SWALES BASE 1.02 8.000 9.500 113 0.000 0.000 0.000 0.000 DRAWDOWN SWALES BASE 2.02 8.000 9.500 113 0.000 0.000 0.000 0.000 DRAWDOWN SWALES BASE 3.02 8.000 9.500 113 0.000 0.000 0.000 0.000 DRAWDOWN SWALES BASE 4.02 8.000 9.500 113 0.000 0.000 0.000 0.000 DRAWDOWN SWALES BASE 5.02 8.001 9.500 114 0.004 0.004 0.000 0.000 DRAWDOWN SWALES BASE 6.02 8.002 9.500 117 0.010 0.010 0.001 0.001 DRAWDOWN SWALES BASE 7.02 8.004 9.500 120 0.018 0.018 0.002 0.002 DRAWDOWN SWALES BASE 8.02 8.060 9.500 204 0.027 0.020 0.004 0.003 DRAWDOWN SWALES BASE 9.02 8.244 9.500 484 0.046 0.019 0.007 0.005 DRAWDOWN SWALES BASE 10.02 8.454 9.500 804 0.069 0.020 0.011 0.007 DRAWDOWN SWALES BASE 11.01 8.731 9.500 1225 0.146 0.021 0.020 0.008 DRAWDOWN SWALES BASE 12.01 9.555 9.500 2480 1.931 1.923 0.106 0.089 DRAWDOWN SWALES BASE 13.01 9.448 9.500 2317 0.199 0.379 0.194 0.184 DRAWDOWN SWALES BASE 14.01 9.379 9.500 2212 0.128 0.146 0.208 0.205 DRAWDOWN SWALES BASE 15.01 9.359 9.500 2182 0.094 0.105 0.217 0.216 DRAWDOWN SWALES BASE 16.01 9.347 9.500 2162 0.077 0.083 0.224 0.223 DRAWDOWN SWALES BASE 17.01 9.337 9.500 2148 0.065 0.070 0.230 0.230 DRAWDOWN SWALES BASE 18.01 9.328 9.500 2134 0.053 0.059 0.235 0.235 DRAWDOWN SWALES BASE 19.01 9.321 9.500 2123 0.048 0.051 0.239 0.240 DRAWDOWN SWALES BASE 20.01 9.318 9.500 2118 0.048 0.048 0.243 0.244 DRAWDOWN SWALES BASE 21.01 9.314 9.500 2112 0.042 0.045 0.246 0.248 DRAWDOWN SWALES BASE 22.01 9.311 9.500 2108 0.042 0.043 0.250 0.251 DRAWDOWN SWALES BASE 23.01 9.306 9.500 2101 0.036 0.040 0.253 0.255 DRAWDOWN SWALES BASE 24.01 9.299 9.500 2090 0.030 0.035 0.256 0.258 DRAWDOWN SWALES BASE 25.01 9.271 9.500 2048 0.000 0.025 0.257 0.260 DRAWDOWN SWALES BASE 26.01 9.228 9.500 1982 0.000 0.024 0.257 0.262 DRAWDOWN SWALES BASE 27.01 9.184 9.500 1915 0.000 0.024 0.257 0.264 DRAWDOWN SWALES BASE 28.01 9.139 9.500 1847 0.000 0.023 0.257 0.266 DRAWDOWN SWALES BASE 29.01 9.093 9.500 1776 0.000 0.023 0.257 0.268 DRAWDOWN SWALES BASE 30.01 9.045 9.500 1703 0.000 0.023 0.257 0.270 DRAWDOWN SWALES BASE 31.01 8.996 9.500 1628 0.000 0.023 0.257 0.272 DRAWDOWN SWALES BASE 32.01 8.944 9.500 1550 0.000 0.022 0.257 0.274 DRAWDOWN SWALES BASE 33.01 8.891 9.500 1469 0.000 0.022 0.257 0.276 DRAWDOWN SWALES BASE 34.01 8.835 9.500 1384 0.000 0.022 0.257 0.278 DRAWDOWN SWALES BASE 35.01 8.777 9.500 1295 0.000 0.022 0.257 0.279 DRAWDOWN SWALES BASE 36.01 8.715 9.500 1201 0.000 0.021 0.257 0.281 DRAWDOWN SWALES BASE 37.01 8.649 9.500 1101 0.000 0.021 0.257 0.283 DRAWDOWN SWALES BASE 38.01 8.577 9.500 992 0.000 0.021 0.257 0.285 DRAWDOWN SWALES BASE 39.01 8.499 9.500 872 0.000 0.020 0.257 0.286 DRAWDOWN SWALES BASE 40.01 8.409 9.500 736 0.000 0.020 0.257 0.288 DRAWDOWN SWALES BASE 41.01 8.302 9.500 572 0.000 0.019 0.257 0.290 DRAWDOWN SWALES BASE 42.01 8.154 9.500 348 0.000 0.018 0.257 0.291 DRAWDOWN SWALES BASE 43.01 8.000 9.500 113 0.000 0.000 0.257 0.292 DRAWDOWN SWALES BASE 44.01 8.000 9.500 113 0.000 0.000 0.257 0.292 DRAWDOWN SWALES BASE 45.01 8.000 9.500 113 0.000 0.000 0.257 0.292 DRAWDOWN SWALES BASE 46.01 8.000 9.500 113 0.000 0.000 0.257 0.292 DRAWDOWN SWALES BASE 47.01 8.000 9.500 113 0.000 0.000 0.257 0.292 DRAWDOWN SWALES BASE 48.01 8.000 9.500 113 0.000 0.000 0.257 0.292Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 3 APPENDIX E: STORMWATER TREATMENT ANALYIS BASED ON AS-BUILTS & FIELD MEASUREMENTS Villas at Fillmore Inputs In Red 24-37-23-67-*-1 0.33 ac. 14,375 sf Required Treatment 1 Retention volume shall be provided equal to 50 percent of 1 inch over the site or 2.5 inches times the impervious area. Required Treatment Volume = Site Area (sf) x 1" runoff / 12 = --- cf Required Treatment Volume =14375 x 1 /12 =1198 cf Required Treatment Volume = Impervious Area (sf) x 2.5" runoff / 12 = --- cf Required Treatment Volume =8571 x 2.5 /12 =1786 cf 50% of whichever is greater = 0.5 x 1786 =893 cf Provided Treatment (Based on As-builts and Field Measurements) 2 V-Swale is proposed Swale #1 Inputs: Length =90 ft Depth =0.5 ft Top Width =6 ft Side Slope = 6 Cross-sectional Area of Swale = 1.50 ft^2 Is there a postive outfall? = YES Outfall Elevation =9.12 ft Swale bottom Elevation =9.00 ft Water Depth @ Outfall = 0.12 ft Water Width @ Outfall = 1.44 ft Cross-sectional Area @ Outfall = 0.09 ft^2 Provided Treatment Volume = Length (ft) x Cross-sectional Area (ft^2) = --- cf Provided Treatment Volume = 90 x 0.09 =7.8 cf Swale #2 Inputs: Length =39 ft Depth =0.5 ft Top Width =6 ft Side Slope = 6 Cross-sectional Area of Swale = 1.50 ft^2 Is there a postive outfall? = YES Outfall Elevation =9.12 ft Swale bottom Elevation =9.00 ft Water Depth @ Outfall = 0.12 ft Water Width @ Outfall = 1.44 ft Cross-sectional Area @ Outfall = 0.09 ft^2 Provided Treatment Volume = Length (ft) x Cross-sectional Area (ft^2) = --- cf Provided Treatment Volume = 39 x 0.09 =3.4 cf Swale #3 Inputs: Length =90 ft Depth =0.5 ft Top Width =5 ft Side Slope = 5 Cross-sectional Area of Swale = 1.25 ft^2 Is there a postive outfall? = YES Outfall Elevation =9.12 ft Swale bottom Elevation =9.00 ft Water Depth @ Outfall = 0.12 ft Water Width @ Outfall = 1.2 ft Cross-sectional Area @ Outfall = 0.07 ft^2 Provided Treatment Volume = Length (ft) x Cross-sectional Area (ft^2) = --- cf Provided Treatment Volume = 90 x 0.07 =6.5 cf Summary 5 Required Treatment Volume =893 cfProvided Treatment Volume =18 cf Does provided treatment volume exceed required treatment volume? NO City of Cape Canaveral Stormwater Treatment Analysis - As-builts Site Address: Parcel ID: Site Area: APPENDIX F: MEMORANDUM PREPARED BY CITY ENGINEER DATED DECEMBER 2, 2020 December 2, 2020 TO: David Dickey FROM: John Pekar, PE SUBJECT: Fillmore Townhomes (aka Villas at Fillmore) P20-1455 We have reviewed the updated site plan and record plat for the Fillmore Townhomes and recommend City approval of each. Sincerely, John A. Pekar, P.E. JAP:rmf Attachment 3