Fisher's Hydraulics Building Addition

Fisher’s Hydraulics Building Addition (5010 E Columbus Drive)

Stormwater Management Report

Revised March 07, 2017

Prepared for:

Prepared by:

1000 N. Ashley Drive Suite 900 Tampa, FL 33602 (813) 620-4500 TABLE OF CONTENTS

1.0 INTRODUCTION ...... 3 2.0 EXISTING CONDITIONS ...... 3 2.1 Ground Cover, Soils, and Wetlands ...... 3 2.2 Existing Conditions Drainage ...... 3 2.3 Floodplain ...... 4 3.0 PROPOSED CONDITIONS ...... 4 3.1 Water Quality Treatment ...... 4 3.2 Stormwater Attenuation ...... 5 3.2.1 Southern Discharge (E Columbus Drive) ...... 5 3.2.2 Western Discharge (Spreader Swale near I-4 on-ramp) ...... 5 3.3 Floodplain Compensation ...... 6 4.0 STORMWATER SYSTEM OPERATIONS ...... 6 4.1 Operation...... 6 4.2 Maintenance ...... 6 4.2.1 Ditches and Swales ...... 6 4.2.2 Inlet grates ...... 6 4.2.3 Pipes and Inlets ...... 6 4.2.4 Retention/Detention Ponds ...... 7 4.2.5 Vegetation ...... 7 4.2.6 Control Structures ...... 7 4.2.7 Sediment Sumps Structures ...... 7 4.2.8 Contingency Planting Details for Wetland Impact Areas ...... 8

1 APPENDICES

Appendix A Maps Location Map FEMA Flood Insurance Rate Map Aerial

Appendix B NRCS Soils Map & Information

Appendix C Existing Conditions Basin Map & Node-Link Diagram

Appendix D Existing Basin CN & Tc Calculations

Appendix E Existing Conditions ICPR Model - Input Data

Appendix F Existing Conditions ICPR Model – Basin Summary

Appendix G Existing Conditions ICPR Model – Node Max. Report

Appendix H Proposed Conditions Basin Map & Node-Link Diagram

Appendix I Proposed Basin CN & Tc Calculations

Appendix J Proposed Conditions ICPR Model – Input Data

Appendix K Proposed Conditions ICPR Model – Basin Summary

Appendix L Proposed Conditions ICPR Model – Node Max. Report

Appendix M FDEP Impaired Basin Exhibit

Appendix N Treatment Calculations

Appendix O Storm Tabulations [On-site and Off-site (incl. FDOT plans)]

Appendix P 17th Ave. R/W Vacation Documents

Appendix Q Proof of Ownership – Deeds

Appendix R Disturbed Area Exhibit

Appendix S Pond 100 By-pass Swale Capacity Computations

2 1.0 INTRODUCTION

The Applicant operates a six-bay hydraulics repair shop located at 5010 E. Columbus Drive (near the intersection of US-41 and Interstate 4). The Owner wishes to expand operations by constructing a second repair shop on several existing vacant lots located immediately east of his current facility. The proposed building addition and associated site improvements will be incorporated into a single compound. The buildings will share site infrastructure as well as a unified stormwater management system.

The existing repair facility is served by a ‘dry’ stormwater management facility that utilizes an Effluent Filtration System. In an effort to consolidate open space, the stormwater management system for the existing and proposed buildings will be combined into a single system located north of E. 17th Avenue. The proposed wet detention stormwater pond will have dual outfalls in order to mimic the existing condition drainage pattern (a spreader swale discharging to the west and a drop structure that utilizes the existing piped discharge connection to the E. Columbus Dr. municipal separate storm sewer system [MS4]).

2.0 EXISTING CONDITIONS

2.1 Ground Cover, Soils, and Wetlands

A geotechnical investigation report dated July 31, 2016 was prepared by Driggers Engineering Services Incorporated (DESI) titled “Proposed Expansion 5010 Columbus Drive Hillsborough County, Florida”. The site investigation found a soil profile consisting of fine sands extending to the termination of boring (12 to 18 ft.). Soils throughout the profile were represented primarily by the SP to SP-SM Unified Soil Classification System (USCS) designation with some SM soils noted in the report.

Seasonal High Water elevation noted in the Geotechnical report was influenced by rain events that occurred shortly before the field work was conducted and does not consider the impact of the site’s adjacency to the existing linear pond located adjacent to the I-4 on-ramp. In order to maintain sustainable water levels necessary to support the proposed littoral shelf, the proposed stormwater management system is designed with a control elevation equal to that permitted by FDOT with ERP 43-20690.01. The proposed consolidated stormwater management system has a proposed control elevation of 31.50 ft. (NAVD).

There are no known wetlands located within the limits of proposed work.

2.2 Drainage

The existing repair facility drains via sheet flow north to the stormwater management facility for water quality treatment and attenuation prior to being discharged into the City’s MS4 located within E Columbus Drive. Additionally, the existing undeveloped lots located between the

3 existing repair shop and N. 51st Street drain to a headwall that is connected to the pond outfall pipe and discharges to the E Columbus MS4.

The area north of E. 17th Avenue generally drains west-northwest via sheet flow to the existing linear pond located adjacent to I-4.

The presence of a driveway cut onto E. Columbus Drive indicates that the proposed project area has been previously developed. However, since historical aerial photographs indicate that it has been vacant since before 1995, the stormwater management design is based on this area being pervious in the existing conditions.

The discharge rates associated with the existing stormwater pond were determined by creating an ICPR model using survey data to compute existing storage volume and the dimensions associated with various reaches.

Table 2.1 – Pre-Development Peak Inflow into Boundary Nodes

5-yr/24-hr Inflow Rate Node Notes (cfs)

Columbus 5.74

Pond 800-3 6.31

2.3 Floodplain

Based on the Federal Emergency Management (FEMA) Flood Insurance Rate Map (FIRM) panel #12057C0359H effective August 28, 2008 (refer to Appendix A), the project is located within Zone ‘X’ (areas outside the 0.20% annual flood probability).

3.0 PROPOSED CONDITIONS

The proposed stormwater management facility is designed to provide pre/post attenuation for the 25-yr/24-hr storm event so that post development discharge rates do not exceed those occurring in the existing conditions. This pre/post attenuation criteria was applied to both of the proposed ponds discharge points and proposed discharge rates are included in Appendix L for your review.

3.1 Water Quality Treatment

The project site is located within the ‘Uceta Yard Drain’ basin (WBID 1599). This WBID is impaired for Fecal Coliform and Mercury. While this basin does have elevated dissolved oxygen levels, they are not attributed to elevated nitrogen of phosphorus values. Therefore, net improvement water quality improvement is not required.

4 The proposed design will employ conventional prescriptive wet detention treatment criteria. The wet detention treatment system captures the first one-inch of runoff from the contributing basin. This Required Water Quality Treatment Volume (WQTV) is then stacked between the seasonal high water level (SHWL)/Control Elevation and the Overflow Elevation. This type of system utilizes a bleed down orifice (or weir) to drain the treatment volume in 120-hours (5 days) with no more than one-half the total volume being discharged within the first 60-hours (2.5 days). Refer to Table 3.1a for the required water quality treatment volume, volume provided, weir size, and treatment stage. Refer to Appendix O for additional information.

Table 3.1a – Wet Detention Treatment

Basin Required Provided Treatment Orifice Size Treatment Area WQTV WQTV System (in) Stage (ft.) (Acres) (ac-ft.) (ac-ft.) 0.75” Pond 100 2.46 0.205 0.221 (Circular 32.90 Orifice)

3.2 Stormwater Attenuation

3.2.1 Southern Discharge (E. Columbus Drive)

For the contributing drainage basin historically draining south to E. Columbus Drive, attenuation is provided such that the post-development 25-yr/24-hr discharge rates are equal to or less than the pre-development 25-yr/24-hr runoff within the proposed limits of work. This discharge is routed through a drop structure within the pond before flowing south through the existing pond outfall pipe to a ditch bottom inlet (S-643A) located in the E. Columbus Drive right-of-way.

Table 3.2a – Post Development Peak Discharge

Discharge (Post) Boundary 25-yr/24-hr Notes Node (cfs) Columbus 5.45 Total inflow into Boundary Node

3.2.2 Western Discharge (Spreader Swale near I-4 on-ramp)

A portion of the project area north of 17th Avenue historically drains west-northwest to an existing linear pond located adjacent to the I-4 on-ramp. This drainage pattern is maintained by the construction of a weir and spreader swale along the western property line. The weir will limit discharge from the 25yr/24hr storm event to ensure no increased discharge in the post development condition and the spreader swale will convert the discharge to sheet flow before

5 exiting the property, thus preventing the need for a direct connection to the FDOT stormwater system.

Table 3.2b – Post Development Peak Discharge

Discharge (Post) Boundary 25-yr/24-hr Notes Node (cfs) Total inflow into Boundary Pond 800-3 1.38 Node

3.3 Floodplain Compensation

No floodplain impacts are proposed; therefore, no floodplain mitigation is required.

4.0 STORMWATER SYSTEM OPERATIONS

The stormwater conveyance, treatment, and attenuation system(s) will be operated and maintained by the Applicant. A regular maintenance program is recommended and will be developed by the Applicant in a form similar to the following outline:

4.1 Operation

The project's stormwater management system is a gravity-operated system and requires no human intervention.

4.2 Maintenance

4.2.1 Ditches and Swales:

All ditches and swales shall be periodically mowed and cleaned. During the mowing operation, ditches and swales shall be inspected for bare spots, damage, and erosion. Any bare spots greater than 10 SF in area shall be re-seeded and/or re-sodded to replace the ground cover. In case of erosion or damage where underlying soil is missing, the missing soil shall be replaced and the area brought to the proper grade, then re-seeded and/or re-sodded as required.

4.2.2 Inlet grates:

Inlet grates will be checked periodically for damage or blockage. Any damaged grates will be replaced or repaired. Any debris blocking full flow through the grate will be removed.

4.2.3 Pipes and Inlets:

6 Pipes and inlets will be inspected periodically for damage or blockage. Any damaged pipes or inlets will be repaired or replaced. Any trash, debris, or sand deposits will be removed.

4.2.4 Retention/Detention Ponds:

All side slopes and maintenance berms will be periodically mowed and cleaned. During the mowing operation, the ponds will be inspected for bare spots, damage, and erosion. Any bare spots greater than 10 SF in area will be re-seeded or re-sodded to replace the grass cover. In case of erosion or damage where underlying soil is missing, the missing soil shall be replaced and the area brought to grade with re-seeding or re-sodding as required. It is recommended that the sod replaced in the eroded areas be staked to minimize the potential for future erosion. Sediment deposition should be continually monitored in the basin. Sediment should be removed when it has accumulated to no more than 12 inches; however, it is recommended that removal occur once 6 inches has accumulated. It is further suggested that annual removal of sediments occurs prior to the wet season. Owners, operators, and maintenance authorities should be aware that significant concentrations of heavy metals (e.g., lead, zinc, and cadmium), as well as some organics such as pesticides, may be expected to accumulate at the bottom of these treatment facilities. Testing of sediment (EP Toxicity), especially near points of inflow, should be conducted to determine the leaching potential and level of accumulation of hazardous material before disposal via landspreading or filling is prescribed.

4.2.5 Vegetation:

Cattails, bulrushes, and other vegetation will be cut back from inlet or outfall structures. If the littoral shelves were voluntarily planted, the Applicant may engage in removal of nuisance vegetation removal necessary to encourage the successful establishment of desirable planted vegetation. However, if the littoral shelves rely on natural recruitment, vegetation occurring in the Littoral areas of the ponds shall not be removed without approval from the Water Management District. Vegetation designated as either Category I or Category II invasive exotics (by the Florida Exotic Pest Plant Council) may be removed at any time.

4.2.6 Control Structures:

All inflow and outflow structures will be maintained by the procedures outlined for pipes, inlets, and grates. In addition, outflow control structures, including orifices, shall be inspected for blockage after any rainfall event that produces significant runoff. Any vegetation should be removed from directly in front and inside of the structure during routine maintenance.

4.2.7 Sediment Sumps Structures:

All sump outflow structures will be maintained by the procedures outlined for pipes, inlets, and grates with the exception that sumps shall be cleaned of sedimentation via vacuum or hand

7 removal (shovel, etc.) whenever sedimentation is observed within 2 inches of the pipe or weir invert.

4.2.8 Contingency Planting Details for Wetland Impact Areas:

Wetland impacts are intended to regenerate their vegetative cover from the remaining wetland soils and surrounding wetland habitats. Target coverage for success should be 85 percent coverage and should be evaluated on a yearly basis with interim criteria of 50 percent cover after the first year, 60 percent after the second year, and 85 percent after the third year. If an insufficient herbaceous stratum is not present within a year of completion of construction of the temporary impacts, then supplemental plantings of wetland herbs common to the wetlands on the project should be used to obtain the 50 percent cover. Supplemental plantings will be of bareroot/quart-size. Trees and shrubs may also recruit/regenerate within the temporary impact areas. Such natural recruitment will not be controlled unless the species are nuisance/exotic/ non-desirable.

8 APPENDICES

Appendix A Maps Location Map FEMA Flood Insurance Rate Map Aerial

Appendix B NRCS Soils Map & Information

Appendix C Existing Conditions Basin Map & Node‐Link Diagram

Appendix D Existing Basin CN & Tc Calculations

Appendix E Existing Conditions ICPR Model ‐ Input Data

Appendix F Existing Conditions ICPR Model – Basin Summary

Appendix G Existing Conditions ICPR Model – Node Max. Report

Appendix H Proposed Conditions Basin Map & Node‐Link Diagram

Appendix I Proposed Basin CN & Tc Calculations

Appendix J Proposed Conditions ICPR Model – Input Data

Appendix K Proposed Conditions ICPR Model – Basin Summary

Appendix L Proposed Conditions ICPR Model – Node Max. Report

Appendix M FDEP Impaired Basin Exhibit

Appendix N Treatment Calculations

Appendix O Storm Tabulations [On‐site and Off‐site (incl. FDOT plans)]

Appendix P 17th Ave. R/W Vacation Documents

Appendix Q Proof of Ownership – Deeds

Appendix R Disturbed Area Exhibit

Appendix S Pond 100 By‐pass Swale Capacity Computations

APPENDIX A

MAPS FEMA Map Aerial

P A R K $!4 D #" R

E 4 E T A T S R E T IN

INTERSTATE 4 W

50TH/COLUMBUS-I4 E RAMP 4 #"$! E 17TH AVE 1593310500 1593310500 1593310000

1593310000 N 50TH N ST

P 51ST N ST M 1592930000 A R H T 50 S/ BU M LU CO E- I4

OLD COLUMBUS DR OLD COLUMBUS DR

DR S BU UM OL 41 C ¤£ E

Legend LN KATHY

Subject Property

Subject Parcels

Parcels

Printing Date: 6/11/2015 10:11:38 AM 10:11:38 Date: 6/11/2015 Printing F:\9999\999\p99\gis\Hillsborough File: County Projects\20150611-Site-11x17.mxd The information contained in this map is offerred as is with no claim or warranty as to its accuracy or completeness. The maps are for reference only and should not be considered to be of survey precision. GGI, LLC dba Genesis Group 3910 US Hwy 301 North, Suite 140 2014 FDOT AERIAL IMAGERY 0 25 50 100 FEET Tampa, FL 33619 1 IN. = 100 FT. v. 813.620.4500 f. 813.620.4980 Site HILLSBOROUGH COUNTY, FL °! www.GenesisGroup.com Engineering - Landscape Architecture - Planning - GIS FL CA 00009660 FL LB 0006816 FL LC 26000202

APPENDIX B

NRCS SOILS MAP AND INFORMATION

Hydrologic Soil Group—Hillsborough County, Florida (Fisher Hydraulics) 82° 24' 9'' W 82° 23' 54'' W

362060 362120 362180 362240 362300 362360 362420 27° 58' 12'' N 27° 58' 12'' N 3094690 3094690 3094630 3094630 3094570 3094570 3094510 3094510 3094450 3094450 3094390 3094390 3094330 3094330 3094270 3094270 3094210 3094210

27° 57' 54'' N 3094150 27° 57' 54'' N 3094150 362060 362120 362180 362240 362300 362360 362420

Map Scale: 1:2,710 if printed on A portrait (8.5" x 11") sheet. Meters 82° 24' 9'' W

N 0 40 80 160 240 82° 23' 54'' W Feet 0 100 200 400 600 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84

Natural Resources Web Soil Survey 7/12/2016 Conservation Service National Cooperative Soil Survey Page 1 of 4 Hydrologic Soil Group—Hillsborough County, Florida (Fisher Hydraulics)

MAP LEGEND MAP INFORMATION

Area of Interest (AOI) C The soil surveys that comprise your AOI were mapped at 1:20,000. Area of Interest (AOI) C/D Warning: Soil Map may not be valid at this scale. Soils D Soil Rating Polygons Enlargement of maps beyond the scale of mapping can cause Not rated or not available misunderstanding of the detail of mapping and accuracy of soil line A placement. The maps do not show the small areas of contrasting Water Features A/D soils that could have been shown at a more detailed scale. Streams and Canals B Transportation Please rely on the bar scale on each map sheet for map B/D measurements. Rails C Interstate Highways Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov C/D US Routes Coordinate System: Web Mercator (EPSG:3857) D Major Roads Maps from the Web Soil Survey are based on the Web Mercator Not rated or not available projection, which preserves direction and shape but distorts Local Roads distance and area. A projection that preserves area, such as the Soil Rating Lines Background Albers equal-area conic projection, should be used if more accurate A Aerial Photography calculations of distance or area are required. A/D This product is generated from the USDA-NRCS certified data as of B the version date(s) listed below.

B/D Soil Survey Area: Hillsborough County, Florida Survey Area Data: Version 14, Nov 19, 2015 C Soil map units are labeled (as space allows) for map scales 1:50,000 C/D or larger. D Date(s) aerial images were photographed: Dec 19, 2013—Jan 17, Not rated or not available 2014

Soil Rating Points The orthophoto or other base map on which the soil lines were A compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting A/D of map unit boundaries may be evident. B

B/D

Natural Resources Web Soil Survey 7/12/2016 Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Hillsborough County, Florida Fisher Hydraulics

Hydrologic Soil Group

Hydrologic Soil Group— Summary by Map Unit — Hillsborough County, Florida (FL057)

Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Archbold fine sand A 5.8 14.7% 32 Myakka-Urban land A/D 27.0 68.1% complex 46 St. Johns fine sand B/D 1.1 2.8% 56 Urban land 2.0 5.0% 61 Zolfo fine sand, 0 to 2 A 3.7 9.3% percent slopes Totals for Area of Interest 39.6 100.0%

Description

Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms.

The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows:

Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission.

Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission.

Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.

Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission.

If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes.

Natural Resources Web Soil Survey 7/12/2016 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Hillsborough County, Florida Fisher Hydraulics

Rating Options

Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher

Natural Resources Web Soil Survey 7/12/2016 Conservation Service National Cooperative Soil Survey Page 4 of 4

APPENDIX C

EXISTING CONDITIONS BASIN MAP AND NODE‐LINK DIARGRAM

57 56

39 N 40 60

61 6291-001 NOV 2016 30

W E 58 DBF 62 1" = 30' 63 41 S 64 65 66

67 DBF ASB

48 32 68 43 INTERSTATE 4 INTERSTATE 4 ON-RAMP LEGEND BASIN 40A 0.381ac N 51ST ST Tc= 13min Existing Basin Line

34 CN=84 Tc Flowpath

53 Overland Flow 36 BASIN 40B BASIN 30 0.062AC 35 0.100ac TC= 13MIN

31 Tc= 10min CN=91 CN=84

E 17TH AVENUE 813-628-4317 TAMPA, FL 33612 5018 E COLUMBUS DR FL CA 00009660 LB 0006816 LC 26000202

INTERSTATE 4 ON-RAMP 1000 N. ASHLEY DRIVE, SUITE 900, TAMPA, FL 33602 FROM VISION TO REALITY Phone 813.620.4500 Fax 813.620.4980 www.GenesisGroup.com

34 FISHER'S INVESTMENT PROPERTIES BASIN 10 BASIN 20A BASIN 20B 1.338ac 0.722ac 0.507ac 35 Tc= 11min Tc= 13min Tc= 14min CN=84 CN=84 CN=84

33 N 51ST ST

S-651 0.68ac Tc= 10min

N 50TH ST ST-655 0.32ac Tc= 10min S-642A S-643 S-643A BASIN 10 0.06ac 0.07ac 0.06ac 34 S-647 S-649 0.07ac Tc= 10min Tc= 10min Tc= 10min 0.09ac 0.28ac Tc= 10min Tc= 10min Tc= 10min EXISTING CONDITIONS S-654 E COLUMBUS DRIVE 0.07ac Tc= 10min FISHER'S INVESTMENT PROPERTIES January 4, 2017

Nodes T:POND 800-3 A Stage/Area V Stage/Volume U:40A T Time/Stage U:40B M Manhole T:17TH AVE Basins O Overland Flow U SCS Unit CN U:30 S SBUH CN Y SCS Unit GA Z SBUH GA W:South Breach Links A:100 W:North Breach P Pipe W Weir U:10 C Channel D Drop Structure B Bridge R Rating Curve D:DS-100-Dummy1 H Breach E Percolation F Filter X Exfil Trench M:Dummy 1

U:20A U:20B

P:Dummy-Columbus

T:COLUMBUS

EXISTING CONDITIONS NETWORK DIAGRAM

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

APPENDIX D

EXISTING BASIN CN & TC CALCULATIONS

BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 10 Date: December 2016 Condition: EXISTING Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group D Developed Open Space ‐ Fair Condition (Grass cover 50% to 75%) 1.34 84 —— —— —— —— Total 1.34 84

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 200 ft dZ = Average change in elevation over flow length 2.0 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.01000 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 11.34 8.08 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 11.34 8.08 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 11.34 8.08

Time of Concentration =11min

Shallow Channel . Velocity Method Flow 60

L = overland flow length ft dZ = average change in elevation over flow length ft S = average slope of the overland flow path % slope k = roughness coefficient unitless V = velocity ft/s

Time of Concentration = 0 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 0 min

Total Time of min 11 Concentration BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 20A Date: December 2016 Condition: EXISTING Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group D Developed Open Space ‐ Fair Condition (Grass cover 50% to 75%) 0.72 84 —— —— —— —— Total 0.72 84

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 160 ft dZ = Average change in elevation over flow length 1.0 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.00625 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 11.43 8.06 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 11.43 8.06 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 11.43 8.06

Time of Concentration =11min

Shallow Channel . Velocity Method Flow 60

L = overland flow length 148 ft dZ = average change in elevation over flow length 3.6 ft S = average slope of the overland flow path 0.02432 % slope k = roughness coefficient 2.03 unitless V = velocity 2.03 ft/s

Time of Concentration = 1 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 0 min

Total Time of min 13 Concentration BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 20B Date: December 2016 Condition: EXISTING Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group D Developed Open Space ‐ Fair Condition (Grass cover 50% to 75%) 0.51 84 —— —— —— —— Total 0.51 84

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 210 ft dZ = Average change in elevation over flow length 1.5 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.00714 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 13.22 7.62 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 13.22 7.62 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 13.22 7.62

Time of Concentration =13min

Shallow Channel . Velocity Method Flow 60

Time of Concentration = 1 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 0 min

Total Time of min 14 Concentration BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 30 Date: December 2016 Condition: EXISTING Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group D Developed Open Space ‐ Fair Condition (Grass cover 50% to 75%) 0.10 84 —— —— —— —— Total 0.10 84

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 35 ft dZ = Average change in elevation over flow length 1.0 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.02857 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 2.39 13.14 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 2.39 13.14 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 2.39 13.14

Time of Concentration =2min

Shallow Channel . Velocity Method Flow 60

L = overland flow length ft dZ = average change in elevation over flow length ft S = average slope of the overland flow path % slope k = roughness coefficient unitless V = velocity ft/s

Time of Concentration = 0 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 8 min

Total Time of min 10 Concentration BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 40A Date: December 2016 Condition: EXISTING Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group D Developed Open Space ‐ Fair Condition (Grass cover 50% to 75%) 0.38 84 —— —— —— —— Total 0.38 84

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 166 ft dZ = Average change in elevation over flow length 0.8 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.00482 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.86 7.70 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.86 7.70 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.86 7.70

Time of Concentration =13min

Shallow Channel . Velocity Method Flow 60

L = overland flow length ft dZ = average change in elevation over flow length ft S = average slope of the overland flow path % slope k = roughness coefficient unitless V = velocity ft/s

Time of Concentration = 0 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 0 min

Total Time of min 13 Concentration BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 40B Date: December 2016 Condition: EXISTING Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group DImpervious0.0398 D Developed Open Space ‐ Fair Condition (Grass cover 50% to 75%) 0.03 84 —— —— —— Total 0.06 91

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 181 ft dZ = Average change in elevation over flow length 1.1 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.00608 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.60 7.76 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.60 7.76 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.60 7.76

Time of Concentration =13min

Shallow Channel . Velocity Method Flow 60

L = overland flow length ft dZ = average change in elevation over flow length ft S = average slope of the overland flow path % slope k = roughness coefficient unitless V = velocity ft/s

Time of Concentration = 0 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 0 min

Total Time of min 13 Concentration

APPENDIX E

EXISTING CONDITIONS ICPR MODEL INPUT DATA

March 7, 2017

======Basins ======

Name: 10 Node: 100 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 8.000 Time of Conc(min): 11.00 Area(ac): 1.338 Time Shift(hrs): 0.00 Curve Number: 95.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

Commercial & Business (85% impervious); Hydrologic Soil Group D = CN = 95

------Name: 20A Node: Dummy 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.500 Time of Conc(min): 13.00 Area(ac): 0.722 Time Shift(hrs): 0.00 Curve Number: 84.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

------Name: 20B Node: Dummy 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 8.000 Time of Conc(min): 14.00 Area(ac): 0.507 Time Shift(hrs): 0.00 Curve Number: 84.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

------Name: 30 Node: 17TH AVE Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.500 Time of Conc(min): 10.00 Area(ac): 0.100 Time Shift(hrs): 0.00 Curve Number: 84.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

------Name: 40A Node: POND 800-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

EXISTING CONDITIONS INPUT REPORT

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Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.500 Time of Conc(min): 13.00 Area(ac): 0.381 Time Shift(hrs): 0.00 Curve Number: 84.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

------Name: 40B Node: POND 800-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 24.00 Rainfall Amount(in): 8.000 Time of Conc(min): 13.00 Area(ac): 0.062 Time Shift(hrs): 0.00 Curve Number: 91.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

======Nodes ======

Name: 100 Base Flow(cfs): 0.000 Init Stage(ft): 32.400 Group: BASE Warn Stage(ft): 33.500 Type: Stage/Area

Stage(ft) Area(ac) ------32.400 0.0000 32.500 0.0096 33.000 0.0536 33.500 0.0752 34.000 0.0943

------Name: 17TH AVE Base Flow(cfs): 0.000 Init Stage(ft): 32.390 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage

Starting water elevation set at 12" ADS pipe invert peak elevation set at crown of pipe

Time(hrs) Stage(ft) ------0.00 32.390 10.00 33.390 14.00 33.390 30.00 32.390

------Name: COLUMBUS Base Flow(cfs): 0.000 Init Stage(ft): 29.190 Group: BASE Warn Stage(ft): 0.000

EXISTING CONDITIONS INPUT REPORT

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Type: Time/Stage

Initial stage set at DBI invert elevation (immediately west of existing Fisher driveway) Peak stage set at tailwater established in off-site storm tabulations.

Time(hrs) Stage(ft) ------0.00 29.190 10.00 32.450 14.00 32.450 30.00 29.190

------Name: Dummy 1 Base Flow(cfs): 0.000 Init Stage(ft): 30.120 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 36.420 Type: Manhole, Flat Floor

Stage(ft) Area(ac) ------30.120 0.0100 36.420 0.0100

------Name: POND 800-3 Base Flow(cfs): 0.000 Init Stage(ft): 31.500 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage

FDOT POND 800-3 CONSTRUCTED WITHIN I-4 RIGHT-OF-WAY ERP 43-20690.01 DHW(25)=10.11 METERS [33.17 FEET] (NAVD) SHGWT = 9.60 METERS [31.50 FEET] (NAVD)

Time(hrs) Stage(ft) ------0.00 31.500 10.00 33.170 14.00 33.170 30.00 31.500

======Cross Sections ======

Name: North Breach Group: BASE Encroachment: No

Station(ft) Elevation(ft) Manning's N ------0.000 34.300 0.030000 10.500 34.000 0.030000 19.500 33.800 0.030000 28.000 34.000 0.030000 44.000 34.500 0.030000

------

EXISTING CONDITIONS INPUT REPORT

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Name: South Breach Group: BASE Encroachment: No

Station(ft) Elevation(ft) Manning's N ------0.000 34.200 0.030000 9.000 34.000 0.030000 16.000 33.700 0.030000 19.000 33.700 0.030000 24.000 34.500 0.030000 32.000 34.300 0.030000

======Pipes ======

Name: Dummy-Columbus From Node: Dummy 1 Length(ft): 96.00 Group: BASE To Node: COLUMBUS Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.00 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 30.120 29.300 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 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 Stabilizer Option: None

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

======Drop Structures ======

Name: DS-100-Dummy1 From Node: 100 Length(ft): 171.00 Group: BASE To Node: Dummy 1 Count: 1

UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.000 Invert(ft): 30.790 30.120 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 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: Circular Concrete: Square edge w/ headwall

EXISTING CONDITIONS INPUT REPORT

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Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

*** Weir 1 of 2 for Drop Structure DS-100-Dummy1 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600

Span(in): 8.16 Invert(ft): 33.100 Rise(in): 16.00 Control Elev(ft): 33.100

*** Weir 2 of 2 for Drop Structure DS-100-Dummy1 *** 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): 28.00 Invert(ft): 34.520 Rise(in): 36.00 Control Elev(ft): 34.520

======Weirs ======

Name: North Breach From Node: 100 Group: BASE To Node: POND 800-3 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular

XSec: North Breach Invert(ft): 33.800 Control Elevation(ft): 33.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600

------Name: South Breach From Node: 100 Group: BASE To Node: POND 800-3 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular

XSec: South Breach Invert(ft): 33.700 Control Elevation(ft): 33.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000

EXISTING CONDITIONS INPUT REPORT

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Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600

======Hydrology Simulations ======

Name: 002YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 002YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 2.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 002YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 3.40

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 002YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 4.20

Time(hrs) Print Inc(min) ------

EXISTING CONDITIONS INPUT REPORT

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30.000 5.00

------Name: 002YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 5.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 3.20

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 3.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR08HR.R32

Override Defaults: Yes

EXISTING CONDITIONS INPUT REPORT

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Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 4.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 6.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 3.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 4.30

Time(hrs) Print Inc(min) ------30.000 5.00

EXISTING CONDITIONS INPUT REPORT

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------Name: 005YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 5.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 7.60

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 3.10

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 4.20

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00

EXISTING CONDITIONS INPUT REPORT

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Rainfall File: Fdot-4 Rainfall Amount(in): 5.00

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 6.20

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 8.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 3.60

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 4.70

Time(hrs) Print Inc(min) ------30.000 5.00

EXISTING CONDITIONS INPUT REPORT

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------Name: 025YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 5.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 7.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 10.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 4.10

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2

EXISTING CONDITIONS INPUT REPORT

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Rainfall Amount(in): 5.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 6.40

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 8.00

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 11.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 05YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\PRE\05YR24HR-WMD.R32

Override Defaults: No

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR01HR.R32

EXISTING CONDITIONS INPUT REPORT

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Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 4.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 6.00

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 7.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 9.20

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 13.00

Time(hrs) Print Inc(min) ------

EXISTING CONDITIONS INPUT REPORT

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30.000 5.00

------Name: 25YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\PRE\25YR24HR-WMD.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 8.00

Time(hrs) Print Inc(min) ------30.000 5.00

======Routing Simulations ======

Name: 002YR01HR Hydrology Sim: 002YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR01HR.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): 7.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 002YR02HR Hydrology Sim: 002YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR02HR.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): 8.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------

EXISTING CONDITIONS INPUT REPORT

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999.000 15.000

Group Run ------BASE Yes

------Name: 002YR04HR Hydrology Sim: 002YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR04HR.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): 10.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 002YR08HR Hydrology Sim: 002YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR08HR.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): 14.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 002YR24HR Hydrology Sim: 002YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\002YR24HR.I32

EXISTING CONDITIONS INPUT REPORT

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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): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR01HR Hydrology Sim: 003YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR02HR Hydrology Sim: 003YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

EXISTING CONDITIONS INPUT REPORT

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Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR04HR Hydrology Sim: 003YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR08HR Hydrology Sim: 003YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR24HR Hydrology Sim: 003YR24HR

EXISTING CONDITIONS INPUT REPORT

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Filename: F:\6291\001\DRAINAGE\ICPR\PRE\003YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR01HR Hydrology Sim: 005YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR02HR Hydrology Sim: 005YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR04HR Hydrology Sim: 005YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR08HR Hydrology Sim: 005YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

------Name: 005YR24HR Hydrology Sim: 005YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\005YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR01HR Hydrology Sim: 010YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR02HR Hydrology Sim: 010YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR02HR.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): 8.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000

EXISTING CONDITIONS INPUT REPORT

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Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR04HR Hydrology Sim: 010YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR08HR Hydrology Sim: 010YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

------Name: 010YR24HR Hydrology Sim: 010YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\010YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 025YR01HR Hydrology Sim: 025YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 025YR02HR Hydrology Sim: 025YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR02HR.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

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Start Time(hrs): 0.000 End Time(hrs): 8.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 025YR04HR Hydrology Sim: 025YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 025YR08HR Hydrology Sim: 025YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

------BASE Yes

------Name: 025YR24HR Hydrology Sim: 025YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\025YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR01HR Hydrology Sim: 050YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR02HR Hydrology Sim: 050YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR04HR Hydrology Sim: 050YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR08HR Hydrology Sim: 050YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Group Run ------BASE Yes

------Name: 050YR24HR Hydrology Sim: 050YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\050YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 05YR24HR-WMD Hydrology Sim: 05YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\PRE\05YR24HR-WMD.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------10.000 15.000 14.000 5.000 30.000 15.000

Group Run ------BASE Yes

------Name: 100YR01HR Hydrology Sim: 100YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR01HR.I32

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 100YR02HR Hydrology Sim: 100YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 100YR04HR Hydrology Sim: 100YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 100YR08HR Hydrology Sim: 100YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 100YR24HR Hydrology Sim: 100YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\PRE\100YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------

EXISTING CONDITIONS INPUT REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Name: 25YR24HR-WMD Hydrology Sim: 25YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\PRE\25YR24HR-WMD.I32

Execute: Yes Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------10.000 15.000 14.000 5.000 30.000 15.000

Group Run ------BASE Yes

EXISTING CONDITIONS INPUT REPORT

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APPENDIX F

EXISTING CONDITIONS ICPR MODEL BASIN SUMMARY

March 7, 2017

Basin Name: 10 Group Name: BASE Simulation: 25YR24HR-WMD Node Name: 100 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.47 Comp Time Inc (min): 1.47 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 11.00 Time Shift (hrs): 0.00 Area (ac): 1.338 Vol of Unit Hyd (in): 1.000 Curve Number: 95.000 DCIA (%): 0.000

Time Max (hrs): 12.05 Flow Max (cfs): 6.11 Runoff Volume (in): 7.397 Runoff Volume (ft3): 35928

------

Basin Name: 20A Group Name: BASE Simulation: 25YR24HR-WMD Node Name: Dummy 1 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.73 Comp Time Inc (min): 1.73 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 13.00 Time Shift (hrs): 0.00 Area (ac): 0.722 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000

Time Max (hrs): 12.08 Flow Max (cfs): 2.73 Runoff Volume (in): 6.091 Runoff Volume (ft3): 15965

------

Basin Name: 20B

EXISTING CONDITIONS BASIN SUMMARY REPORT

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Group Name: BASE Simulation: 25YR24HR-WMD Node Name: Dummy 1 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.87 Comp Time Inc (min): 1.87 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 14.00 Time Shift (hrs): 0.00 Area (ac): 0.507 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000

Time Max (hrs): 12.07 Flow Max (cfs): 1.86 Runoff Volume (in): 6.092 Runoff Volume (ft3): 11212

------

Basin Name: 30 Group Name: BASE Simulation: 25YR24HR-WMD Node Name: 17TH AVE Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 0.100 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000

Time Max (hrs): 12.04 Flow Max (cfs): 0.42 Runoff Volume (in): 6.093 Runoff Volume (ft3): 2212

------

Basin Name: 40A Group Name: BASE

EXISTING CONDITIONS BASIN SUMMARY REPORT

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Simulation: 25YR24HR-WMD Node Name: POND 800-3 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.73 Comp Time Inc (min): 1.73 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 13.00 Time Shift (hrs): 0.00 Area (ac): 0.381 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000

Time Max (hrs): 12.08 Flow Max (cfs): 1.44 Runoff Volume (in): 6.091 Runoff Volume (ft3): 8425

------

Basin Name: 40B Group Name: BASE Simulation: 25YR24HR-WMD Node Name: POND 800-3 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.73 Comp Time Inc (min): 1.73 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 13.00 Time Shift (hrs): 0.00 Area (ac): 0.062 Vol of Unit Hyd (in): 1.000 Curve Number: 91.000 DCIA (%): 0.000

Time Max (hrs): 12.08 Flow Max (cfs): 0.26 Runoff Volume (in): 6.920 Runoff Volume (ft3): 1557

EXISTING CONDITIONS BASIN SUMMARY REPORT

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APPENDIX G

EXISTING CONDITIONS ICPR MODEL NODE MAX REPORT

March 7, 2017

Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs

100 BASE 25YR24HR-WMD 12.09 33.98 33.50 0.0049 4078 12.08 5.97 12.09 5.91 17TH AVE BASE 25YR24HR-WMD 10.01 33.39 0.00 0.0017 0 12.00 0.41 0.00 0.00 COLUMBUS BASE 25YR24HR-WMD 10.01 32.45 0.00 0.0054 3 12.10 5.74 0.00 0.00 Dummy 1 BASE 25YR24HR-WMD 12.10 33.64 36.42 0.0050 439 12.08 5.85 12.10 5.74 POND 800-3 BASE 25YR24HR-WMD 10.01 33.17 0.00 0.0028 0 12.08 6.31 0.00 0.00

EXISTING CONDITIONS NODE MAX. CONDITIONS REPORT

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APPENDIX H

PROPOSED CONDITIONS BASIN MAP AND NODE LINK DIAGRAM

N 6291-001 NOV 2016

W E DBF 1" = 30' S DBF ASB

LEGEND

INTERSTATE 4 INTERSTATE 4 ON-RAMP N 51ST ST Proposed Basin Line

Tc Flowpath

POND 800-3 BOUNDARY NODE BASIN 40B Overland Flow 0.062AC TC= 13MIN CN=91

BASIN 50 E 17TH AVENUE 813-628-4317 TAMPA, FL 33612

2.459ac 5018 E COLUMBUS DR

Tc= 10min FL CA 00009660 LB 0006816 LC 26000202 CN=92 1000 N. ASHLEY DRIVE, SUITE 900, TAMPA, FL 33602 FROM VISION TO REALITY BASIN 20B Phone 813.620.4500 Fax 813.620.4980 www.GenesisGroup.com 0.529ac

INTERSTATE 4 ON-RAMP FISHER'S INVESTMENT PROPERTIES Tc= 12min CN=84 N 51ST ST N 50TH ST

BOUNDARY NODE COLUMBUS PROPOSED CONDITIONS OLD COLUMBUS DRIVE FISHER'S INVESTMENT PROPERTIES March 7, 2017

Nodes A Stage/Area T: POND 800-3 A: POND 100 V Stage/Volume W: 100-800.3 T Time/Stage U: 40B U: 50 M Manhole

Basins O Overland Flow D: 100-DUMMY2 U SCS Unit CN S SBUH CN Y SCS Unit GA T: 17TH AVE Z SBUH GA M: DUMMY NODE 2 Links P Pipe U: 20B W Weir C Channel D Drop Structure B Bridge P: DUMMY2-COLUMBUS R Rating Curve H Breach E Percolation F Filter X Exfil Trench T: COLUMBUS

POST DEVELOPMENT NODE DIAGRAM

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APPENDIX I

PROPOSED BASIN CN AND TC CALCULATIONS

BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 20B Date: December 2016 Condition: PROPOSED Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group D Developed Open Space ‐ Fair Condition (Grass cover 50% to 75%) 0.53 84 —— —— —— —— Total 0.53 84

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 125 ft dZ = Average change in elevation over flow length 1 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.00480 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 10.54 8.30 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 10.54 8.30 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 10.54 8.30

Time of Concentration =11min

Shallow Channel . Velocity Method Flow 60

Time of Concentration = 1 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration =min

Total Time of min 12 Concentration BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 40B Date: December 2016 Condition: PROPOSED Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 180 ft dZ = Average change in elevation over flow length 1.1 ft N = Surface roughness coefficient for overland flow 0.13 unitless S = Average slope of the overland flow path 0.00611 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.52 7.78 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.52 7.78 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 12.52 7.78

Time of Concentration =13min

Shallow Channel . Velocity Method Flow 60

L = overland flow length ft dZ = average change in elevation over flow length ft S = average slope of the overland flow path % slope k = roughness coefficient unitless V = velocity ft/s

Time of Concentration = 0 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 0 min

Total Time of min 13 Concentration BASIN CHARACTERISTICS

Project Name: Fisher's Hydraulics Project Number: 6291‐001 Basin: Basin 50 Date: December 2016 Condition: PROPOSED Engineer (EOR) David Fleeman

SCS WEIGHTED CURVE NUMBER (CN)

Hydraulic Soil Cover Description & Hydraulic Condition Acreage (Ac) Curve Number Group DGravel0.1598 DImpervious1.2798 DPond Area @ Normal Water Level 0.13 100 D Developed Open Space ‐ Good Condition (Grass cover >75%) 0.90 80 —— Total 2.46 92

TIME OF CONCENTRATION (Tc)

Overland Flow .. Zone Freq. Kinematic Wave Equation 0.93 .. 625

L = Overland flow length (300' Max) 373 ft dZ = Average change in elevation over flow length 2 ft N = Surface roughness coefficient for overland flow 0.012 unitless S = Average slope of the overland flow path 0.00536 ft/ft

Trial and Error Iteration Trial Trial 1st ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 4.16 11.27 2nd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 4.16 11.27 3rd ‐ Trial Time of Concentraion (min) / Trial Intensity (in/hr) 4.16 11.27

Time of Concentration =4min

Shallow Channel . Velocity Method Flow 60

L = overland flow length ft dZ = average change in elevation over flow length ft S = average slope of the overland flow path % slope k = roughness coefficient unitless V = velocity ft/s

Time of Concentration = 0 min

Main Channel Reference Associated StormTab or use Standard Minimum (10 min) Flow

Time of Concentration = 6 min

Total Time of min 10 Concentration

APPENDIX J

PROPOSED CONDITIONS ICPR MODEL INPUT DATA

March 7, 2017

======Basins ======

Name: 20B Node: DUMMY NODE 2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Area(ac): 0.529 Time Shift(hrs): 0.00 Curve Number: 84.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

------Name: 40B Node: POND 800-3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 13.00 Area(ac): 0.062 Time Shift(hrs): 0.00 Curve Number: 91.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

------Name: 50 Node: POND 100 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 2.459 Time Shift(hrs): 0.00 Curve Number: 92.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00

======Nodes ======

Name: 17TH AVE Base Flow(cfs): 0.000 Init Stage(ft): 32.390 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage

Starting water elevation set at 12" ADS pipe invert peak elevation set at crown of pipe

Time(hrs) Stage(ft) ------0.00 32.390 10.00 33.390 14.00 33.390 30.00 32.390

------Name: COLUMBUS Base Flow(cfs): 0.000 Init Stage(ft): 29.190 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage

Initial stage set at DBI invert elevation (immediately west of existing Fisher driveway)

POST DEVELOPMENT INPUT SUMMARY REPORT

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Peak stage set at tailwater established by off-site storm tabulation

Time(hrs) Stage(ft) ------0.00 29.190 10.00 32.450 14.00 32.450 30.00 29.190

------Name: DUMMY NODE 2 Base Flow(cfs): 0.000 Init Stage(ft): 30.350 Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 0.000 Type: Manhole, Flat Floor

PROPOSED JUNCTION NODE IN PARKING LOT

Stage(ft) Area(ac) ------30.350 0.0010 36.420 0.0010

------Name: POND 100 Base Flow(cfs): 0.000 Init Stage(ft): 32.900 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area

PROPOSED ON-SITE POND LOCATED NORTH OF 17TH AVENUE

Stage(ft) Area(ac) ------31.000 0.0938 31.500 0.1350 32.000 0.1501 33.000 0.1829 34.000 0.2186 34.500 0.2382 35.000 0.2591 35.500 0.2823

------Name: POND 800-3 Base Flow(cfs): 0.000 Init Stage(ft): 31.500 Group: BASE Warn Stage(ft): 0.000 Type: Time/Stage

FDOT POND 800-3 CONSTRUCTED WITHIN I-4 RIGHT-OF-WAY ERP 43-20690.01 DHW(25)=10.11 METERS [33.17 FEET] (NAVD) SHGWT = 9.60 METERS [31.50 FEET] (NAVD)

Time(hrs) Stage(ft) ------0.00 31.500 10.00 33.170 14.00 33.170 30.00 31.500

======Pipes ======

Name: DUMMY2-COLUMBUS From Node: DUMMY NODE 2 Length(ft): 156.00 Group: BASE To Node: COLUMBUS Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both

POST DEVELOPMENT INPUT SUMMARY REPORT

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Span(in): 15.00 15.00 Entrance Loss Coef: 0.00 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 30.350 29.300 Bend Loss Coef: 0.00 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 Stabilizer Option: None

Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

======Drop Structures ======

Name: 100-DUMMY2 From Node: POND 100 Length(ft): 161.00 Group: BASE To Node: DUMMY NODE 2 Count: 1

UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.000 Invert(ft): 31.000 30.350 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: Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall

*** Weir 1 of 2 for Drop Structure 100-DUMMY2 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600

Span(in): 0.75 Invert(ft): 31.500 Rise(in): 0.75 Control Elev(ft): 31.500

*** Weir 2 of 2 for Drop Structure 100-DUMMY2 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600

Span(in): 18.00 Invert(ft): 32.900 Rise(in): 999.00 Control Elev(ft): 32.900

======Weirs ======

Name: 100-800.3 From Node: POND 100

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Group: BASE To Node: POND 800-3 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular

Span(in): 6.50 Rise(in): 5.75 Invert(ft): 33.500 Control Elevation(ft): 33.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600

======Hydrology Simulations ======

Name: 002YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 002YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 2.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 002YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 3.40

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 002YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 4.20

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 002YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 5.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 3.20

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 3.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 003YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 4.80

Time(hrs) Print Inc(min) ------

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

30.000 5.00

------Name: 003YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 6.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 3.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 4.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 005YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 5.30

Time(hrs) Print Inc(min) ------30.000 5.00

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

------Name: 005YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 7.60

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 3.10

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 4.20

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 5.00

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 6.20

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 010YR24HR

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 8.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 3.60

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 4.70

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 5.80

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 7.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 025YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR24HR.R32

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 10.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 4.10

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 5.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 6.40

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 8.00

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 050YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Rainfall File: Fdot-24 Rainfall Amount(in): 11.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 05YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\POST\05YR24HR-WMD.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR01HR.R32

Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 4.50

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR02HR.R32

Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 6.00

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR04HR.R32

Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 7.30

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR08HR.R32

Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 9.20

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 100YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR24HR.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 13.00

Time(hrs) Print Inc(min) ------30.000 5.00

------Name: 25YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\POST\25YR24HR-WMD.R32

Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 8.00

Time(hrs) Print Inc(min) ------30.000 5.00

======Routing Simulations ======

Name: 002YR01HR Hydrology Sim: 002YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 002YR02HR Hydrology Sim: 002YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR02HR.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

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Start Time(hrs): 0.000 End Time(hrs): 8.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 002YR04HR Hydrology Sim: 002YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 002YR08HR Hydrology Sim: 002YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 002YR24HR Hydrology Sim: 002YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\002YR24HR.I32

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR01HR Hydrology Sim: 003YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR02HR Hydrology Sim: 003YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

------Name: 003YR04HR Hydrology Sim: 003YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR08HR Hydrology Sim: 003YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 003YR24HR Hydrology Sim: 003YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\003YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Group Run ------BASE Yes

------Name: 005YR01HR Hydrology Sim: 005YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR02HR Hydrology Sim: 005YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR04HR Hydrology Sim: 005YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR08HR Hydrology Sim: 005YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 005YR24HR Hydrology Sim: 005YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\005YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR01HR Hydrology Sim: 010YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 7.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR02HR Hydrology Sim: 010YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR04HR Hydrology Sim: 010YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR08HR Hydrology Sim: 010YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR08HR.I32

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 010YR24HR Hydrology Sim: 010YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\010YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 025YR01HR Hydrology Sim: 025YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

------Name: 025YR02HR Hydrology Sim: 025YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 025YR04HR Hydrology Sim: 025YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 025YR08HR Hydrology Sim: 025YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

999.000 15.000

Group Run ------BASE Yes

------Name: 025YR24HR Hydrology Sim: 025YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\025YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR01HR Hydrology Sim: 050YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR02HR Hydrology Sim: 050YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR04HR Hydrology Sim: 050YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR08HR Hydrology Sim: 050YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 050YR24HR Hydrology Sim: 050YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\050YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 05YR24HR-WMD Hydrology Sim: 05YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\POST\05YR24HR-WMD.I32

Execute: No Restart: No Patch: No Alternative: No

SWFWMD DISTRIBUTION

Time(hrs) Print Inc(min) ------10.000 15.000 14.000 5.000 30.000 15.000

Group Run ------BASE Yes

------Name: 100YR01HR Hydrology Sim: 100YR01HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR01HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

------Name: 100YR02HR Hydrology Sim: 100YR02HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR02HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 100YR04HR Hydrology Sim: 100YR04HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR04HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 100YR08HR Hydrology Sim: 100YR08HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR08HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) March 7, 2017

Group Run ------BASE Yes

------Name: 100YR24HR Hydrology Sim: 100YR24HR Filename: F:\6291\001\DRAINAGE\ICPR\POST\100YR24HR.I32

Execute: No Restart: No Patch: No Alternative: No

Time(hrs) Print Inc(min) ------999.000 15.000

Group Run ------BASE Yes

------Name: 25YR24HR-WMD Hydrology Sim: 25YR24HR-WMD Filename: F:\6291\001\DRAINAGE\ICPR\POST\25YR24HR-WMD.I32

Execute: Yes Restart: No Patch: No Alternative: No

SWFWMD

Time(hrs) Print Inc(min) ------10.000 15.000 14.000 5.000 30.000 15.000

Group Run ------BASE Yes

POST DEVELOPMENT INPUT SUMMARY REPORT

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

APPENDIX K

PROPOSED CONDITIONS ICPR MODEL BASIN SUMMARY

March 7, 2017

Basin Name: 20B Group Name: BASE Simulation: 25YR24HR-WMD Node Name: DUMMY NODE 2 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.60 Comp Time Inc (min): 1.60 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 12.00 Time Shift (hrs): 0.00 Area (ac): 0.529 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000

Time Max (hrs): 12.05 Flow Max (cfs): 2.07 Runoff Volume (in): 6.093 Runoff Volume (ft3): 11701

------

Basin Name: 40B Group Name: BASE Simulation: 25YR24HR-WMD Node Name: POND 800-3 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.73 Comp Time Inc (min): 1.73 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 13.00 Time Shift (hrs): 0.00 Area (ac): 0.062 Vol of Unit Hyd (in): 1.000 Curve Number: 91.000 DCIA (%): 0.000

Time Max (hrs): 12.08 Flow Max (cfs): 0.26 Runoff Volume (in): 6.920 Runoff Volume (ft3): 1557

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Basin Name: 50 Group Name: BASE Simulation: 25YR24HR-WMD Node Name: POND 100 Basin Type: SCS Unit Hydrograph

Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33

POST DEVELOPMENT BASIN SUMMARY REPORT

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Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 8.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 2.459 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA (%): 0.000

Time Max (hrs): 12.04 Flow Max (cfs): 11.38 Runoff Volume (in): 7.041 Runoff Volume (ft3): 62850

POST DEVELOPMENT BASIN SUMMARY REPORT

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APPENDIX L

PROPOSED CONDITIONS ICPPR MODEL NODE MAX REPORT

March 7, 2017

Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs

17TH AVE BASE 25YR24HR-WMD 10.01 33.39 0.00 0.0017 0 0.00 0.00 0.00 0.00

COLUMBUS BASE 25YR24HR-WMD 10.01 32.45 0.00 0.0054 5 12.33 5.45 0.00 0.00

DUMMY NODE 2 BASE 25YR24HR-WMD 12.33 33.83 0.00 0.0050 118 12.31 5.45 12.33 5.45

POND 100 BASE 25YR24HR-WMD 12.47 34.69 0.00 -0.0050 10730 12.00 11.08 12.59 5.46

POND 800-3 BASE 25YR24HR-WMD 10.01 33.17 0.00 0.0028 0 12.37 1.38 0.00 0.00

POST DEVELOPMENT NODE MAXIMUM REPORT

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APPENDIX M

FDEP IMPAIRED BASIN EXHIBIT

FDEP Impaired Basin Map

APPENDIX N

TREATMENT CALCULATIONS

Fisher's Investment Properties

Water Quality Treatment Project site does not discharge to Outstanding Florida Waters (OFW).

Project Site is located in the "Uceta Yard Drain" Basin (WBID 1599). This WBID is verified Impaired for Fecal Coliform and Mercury. While the basin does have elevated dissolved oxygen levels, they are not attributed to elevated nitrogen or phosphorus values. Therefore net improvement water quality improvment is not required.

Proposed project will utilize wet detention water quality treatment in accordance with section 4.1(a) of the Southwest Florida Water Management District Environmental Resouce Permit Applicant's Handbook- Volume II.

Basin Area Basin Area: 2.46 ac

Treatment Volume Required: Treat the first inch (1") of runoff

1 in x 2.46 ac x 0.083 Rqd. Treatment Vol.: 0.205 ac-ft

Treatment Volume Provided: (Within the first 18" above the Control Elevation)

ELEV. AREA INCR. VOLUME CUM. VOLUME (ft) (ac-ft) (ac-ft) (ac-ft) 33.0 0.183 0.167 0.238 32.0 0.150 0.071 0.071 31.5 0.135 0 0

Computed Top of Treatment (via interpolation) 32.803 ft Established Design Overflow Elevation 32.90 ft

50% treatment volume: 0.103 ac Elevation corresponding to 50% treatment volume: 32.19 ft

Littoral Zone Per section 4.1(a)(2) a manmade wet detention system shall include a minimum 35% littoral zone concentrated at the outfall (based on area at control elevation)

Control Elevation: 31.5 ft Area @ Control Elevation: 0.135 ac Minimum Littoral Area: 0.047 ac Treatment Volume Recovery Per section 4.1(a)(4) of the Applicant's Handbook- Volume II, no more than half of the treatment volume may be discharged within the first 60 hours and the entire treatment volume cannot be discharged in less than 120 hours.

Drawdown Structure Orifice Sizing

Q: Flow (cfs) Q= TV: 50% Treatment Volume (ft3) t: Recovery Time (hrs) 𝑇𝑇𝑇𝑇 CF: Conversion Factor = 3600 sec/hr 2𝑡𝑡 𝐶𝐶𝐶𝐶 TV= 4,465 ft3 t= 60 hours CF= 3600 sec/hr Q= 0.010 cfs

Depth of water between top of the treatment volume and the ( ) h1: h= flow line (ft) h : ℎ1+ℎ2 2 Depth of water between the stage when half the treatment volume has be released and the flow line of the orifice (ft) 2 h1= 1.37 ft h2= 0.65 ft h= 0.356 ft

g: gravity (ft/sec) A= 𝑄𝑄 Q= 0.010 cfs 𝐶𝐶 2𝑔𝑔�C= 0.6 (orifice coefficient) g= 32.2 ft/sec A= 0.003596312 ft2

D: Diameter of the orifice (ft) = 4𝐴𝐴 𝐷𝐷 D= 0.067668418 ft 𝜋𝜋D= 0.81 in

APPENDIX O

STORM TABULATIONS ON‐SITE OFF‐SITE (INCL. FDOT PLANS)

STORM DRAIN TABULATION FORM PROJECT : Fisher's Hydraulics PREPARED BY: ASB DATE: NOV 2016 JOB #: 06291-001 CHECKED BY: DBF DATE: NOV 2016

LOCATION DRAINAGE INLET INCR.HYD. GRADE LINE TOTALHYD. GRAD. ZONE: FREQ: (YEAR) OF AREA (AC) PIPE TOTALCROWN MINOR MINOR PHYSICAL 6 10 UPPER END C = 0.97 FLOWLINE FRICT. FRICT.MIN. PHYS. FREQ. FACTOR: 1.00 RUCTURE / C = 0.50 UPPER LOWER MIN. HGL COVER = 0.00

AREA (AC) STRUCTURE NUMBER C = 0.20 END END MIN. PIPE COVER = 3.00 UPPER ELEV. ELEV. FALL

LOWERTYPE OF ST LINE (FT) LENGTH INCR. TOTAL TOTAL A SUB * C TIME OF CONC. (MIN) IN OF FLOW TIME (MIN) SECTION INTENSITY (IN/HR) A * C TOTAL (CFS) INFLOW TOTAL RUNOFF (CFS) GUTTER OR INLET (FT)ELEV. (FT) (FT) (FT) LOSS HEAD (FT) LOSS COEFF. DIAMETER (IN) (%) SLOPE VELOCITY (FPS) CAPACITY (CFS) REMARKS TYPE 0.06 0.06 0.06 33.65 33.64 0.00 0.00 0.00 0.3 0.43 TYPE C INLET ST-10 6 40 0.00 0.00 0.00 10 0.18 7.47 0.06 0.00 0.43 35.60 32.45 32.25 0.00 0.3 15 0.50 3.7 4.58 TYPE C INLET ST-04 RCP 0.00 0.00 0.00 10.00 0.00 31.20 31.00 0.20 0.00 0.013 0.22 2.5 3.07 TYPE 0.05 0.05 0.05 33.62 33.62 0.00 0.00 0.00 0.3 0.37 TYPE C INLET ST-09 6 40 0.00 0.00 0.00 10 0.18 7.47 0.05 0.00 0.37 34.75 31.45 31.25 0.00 0.3 15 0.50 3.7 4.58 TYPE C INLET ST-03 RCP 0.00 0.00 0.00 10.00 0.00 30.20 30.00 0.20 0.00 0.013 0.22 2.5 3.07 TYPE 0.11 0.11 0.11 33.74 33.72 0.01 0.01 0.02 0.7 0.80 TYPE C INLET ST-08 6 80 0.00 0.00 0.00 10 0.51 7.47 0.11 0.00 0.80 35.60 32.45 32.25 0.00 0.15 15 0.25 2.6 3.24 TYPE C INLET ST-07 RCP 0.00 0.00 0.00 10.00 0.00 31.20 31.00 0.20 0.01 0.013 0.22 2.5 3.07 TYPE 0.09 0.20 0.19 33.72 33.71 0.01 0.01 0.05 1.2 1.41 TYPE C INLET ST-07 6 19 0.00 0.00 0.00 10 0.06 7.33 0.19 0.00 1.41 35.60 32.25 32.05 0.00 0.15 15 1.05 5.4 6.64 TYPE C INLET ST-06 RCP 0.00 0.00 0.00 10.51 0.00 31.00 30.80 0.20 0.01 0.013 0.22 2.5 3.07 TYPE 0.00 0.20 0.19 33.71 33.67 0.00 0.05 0.05 1.2 1.45 TYPE C INLET ST-06 6 78 0.00 0.00 0.00 10 0.49 7.32 0.20 0.00 1.45 35.50 29.70 29.50 0.01 0.3 15 0.26 2.7 3.28 TYPE C INLET ST-05 RCP 0.03 0.03 0.01 10.56 0.00 28.45 28.25 0.20 0.04 0.013 0.22 2.5 3.07 TYPE 0.01 0.21 0.20 33.67 33.64 0.02 0.02 0.05 1.2 1.50 TYPE C INLET ST-05 6 29 0.00 0.00 0.00 10 0.16 7.20 0.21 0.00 1.50 35.96 29.50 29.40 0.01 0.3 15 0.34 3.1 3.80 TYPE C INLET ST-04 RCP 0.00 0.03 0.01 11.05 0.00 28.25 28.15 0.10 0.02 0.013 0.22 2.5 3.07 TYPE 0.05 0.32 0.31 33.64 33.62 0.02 0.02 0.05 1.3 2.27 TYPE C INLET ST-04 6 50 0.00 0.00 0.00 10 0.31 7.16 0.32 0.00 2.27 35.60 29.65 29.55 0.00 0.0 18 0.20 2.7 4.71 TYPE C INLET ST-03 RCP 0.00 0.03 0.01 11.21 0.00 28.15 28.05 0.10 0.02 0.013 0.18 2.5 4.42 TYPE 0.06 0.43 0.41 33.62 33.58 0.04 0.04 0.08 1.7 2.97 TYPE C INLET ST-03 6 50 0.00 0.00 0.00 10 0.31 7.08 0.42 0.00 2.97 34.75 29.55 29.45 0.00 0.07 18 0.20 2.7 4.71 TYPE C INLET ST-02 RCP 0.00 0.03 0.01 11.52 0.00 28.05 27.95 0.10 0.04 0.013 0.18 2.5 4.42 TYPE 0.06 0.49 0.47 33.58 33.46 0.12 0.12 0.10 1.9 3.35 10yr-24hr FDOT Storm TYPE C INLET ST-02 5 61 0.00 0.00 0.00 10 0.30 7.01 0.48 0.00 3.35 34.75 29.45 29.25 0.06 1.0 18 0.33 3.4 6.03 MES ST-01 RCP 0.00 0.03 0.01 11.83 0.00 27.95 27.75 0.20 0.06 0.013 0.18 2.5 4.42 TAILWATER 33.46

STORM DRAIN TABULATION FORM PROJECT : Fisher's Hydraulics PREPARED BY: DBF DATE: JAN 30, 2017 JOB #: 06291-001 CHECKED BY: DATE: LOCATION DRAINAGE INLET INCR. HYD. GRADE LINE TOTAL HYD. GRAD. ZONE: FREQ: (YEAR) OF AREA (AC) PIPE TOTAL CROWN MINOR MINOR PHYSICAL 6 25 UPPER END C = 0.97 FLOWLINE FRICT. FRICT. MIN. PHYS. FREQ. FACTOR: 1.00 C = 0.50 UPPER LOWER MIN. HGL COVER = 0.00

AREA (AC) STRUCTURE NUMBER C = 0.20 END END MIN. PIPE COVER = 0.50 UPPER ELEV. ELEV. FALL

LOWER TYPE OF STRUCTURE / LINE (FT) LENGTH INCR. TOTAL SUB TOTAL C * A TIME OF CONC. (MIN) TIME OF FLOW IN SECTION (MIN) (IN/HR) INTENSITY A C * TOTAL INFLOW (CFS) (CFS) RUNOFF TOTAL GUTTER OR INLET ELEV. (FT) (FT) (FT) (FT) HEAD LOSS (FT) LOSS COEFF. DIAMETER (IN) SLOPE (%) VELOCITY (FPS) CAPACITY (CFS) REMARKS 0.00 0.00 0.00 32.89 32.86 0.03 0.00 (1) 0.00 0.4 1.30 TYPE C INLET S-651 DBI 45 0.13 0.13 0.06 10 0.40 7.47 0.17 0.00 1.30 33.63 32.89 32.86 0.00 0.3 24 0.07 1.9 5.85 TYPE C INLET S-651A 0.55 0.55 0.11 10.00 0.00 30.89 30.86 0.03 0.00 0.013 0.12 2.5 7.85 0.00 0.00 0.00 32.60 32.57 0.03 0.00 (1) 0.00 0.1 0.27 ADJ. S-639 I.E. TO TYPE C INLET S-639 DBI 119 0.07 0.07 0.04 10 1.73 7.47 0.04 0.00 0.27 33.63 32.60 32.57 0.00 0.0 24 0.03 1.1 3.60 Prevent Neg. Flow (ORIG: TYPE C INLET S-642A 0.00 0.00 0.00 10.00 0.00 30.60 30.57 0.03 0.00 0.013 0.12 2.5 7.85 30.54') 0.00 0.00 0.00 32.57 32.55 0.02 0.00 (1) 0.00 0.1 0.46 TYPE C INLET S-642A DBI 27 0.06 0.13 0.07 10 0.23 7.03 0.07 0.00 0.46 33.63 32.57 32.55 0.00 0.3 24 0.07 2.0 6.17 TYPE C INLET S-643 0.00 0.00 0.00 11.73 0.00 30.57 30.55 0.02 0.00 0.013 0.12 2.5 7.85 0.00 0.00 0.00 34.72 33.30 1.42 1.42 (1) 0.83 4.8 5.91 On-site Structure (Peak TYPE C INLET POND DBI 171 0.00 0.00 0.00 725 0.59 0.71 0.00 5.91 5.91 35.00 32.04 31.37 0.00 0.00 15 0.39 3.3 4.05 Ex. Cond. Discharge per MANHOLE Dummy 1 0.00 0.00 0.00 725.00 5.91 30.79 30.12 0.67 1.42 0.013 0.22 2.5 3.07 ICPR) 0.00 0.00 0.00 33.30 32.45 0.85 0.85 (1) 0.88 5.0 6.08 Manhole accepting Basin MANHOLE Dummy 1 MH 96 0.00 0.00 0.00 14 0.32 0.71 0.25 0.00 6.08 36.42 31.37 30.55 0.00 0.00 15 0.85 4.9 5.98 20 (A&B) area TYPE C INLET S-643A 1.23 1.23 0.25 725.59 5.91 30.12 29.30 0.82 0.85 0.013 0.22 2.5 3.07 0.00 0.00 0.00 33.17 33.04 0.13 0.00 (1) 0.00 0.4 1.19 TYPE C INLET S-655 DBI 92 0.32 0.32 0.16 10 0.56 7.47 0.16 0.00 1.19 33.74 33.17 33.04 0.00 0.00 24 0.14 2.7 8.52 TYPE C INLET S-654 0.00 0.00 0.00 10.00 0.00 31.17 31.04 0.13 0.00 0.013 0.12 2.5 7.85 0.00 0.00 0.00 33.04 32.86 0.18 0.00 (2) 0.00 0.2 1.44 S-651A was not in FDOT TYPE C INLET S-654 DBI 100 0.07 0.39 0.20 10 0.54 7.32 0.20 0.00 1.44 35.04 33.04 32.86 0.00 0.00 24 0.18 3.1 9.62 asbuilts. Avgd inverts of S- MANHOLE S-651A 0.00 0.00 0.00 10.56 0.00 31.04 30.86 0.18 0.00 0.013 0.12 2.5 7.85 649&S-654 0.00 0.00 0.00 32.86 32.68 0.00 0.00 (2) 0.00 0.4 2.66 MANHOLE S-651A MH 42 0.00 0.52 0.26 0 0.15 7.18 0.37 0.00 2.66 35.50 32.86 32.68 0.00 0.0 24 0.43 4.7 14.84 TYPE C INLET S-649 0.00 0.55 0.11 11.11 0.00 30.86 30.68 0.18 0.00 0.013 0.12 2.5 7.85 0.00 0.00 0.00 32.68 32.50 0.18 0.01 (2) 0.01 0.6 3.64 TYPE C INLET S-649 DBI 174 0.28 0.80 0.40 10 1.25 7.14 0.51 0.00 3.64 33.63 32.68 32.50 0.00 0.0 24 0.10 2.3 7.29 TYPE C INLET S-647 0.00 0.55 0.11 11.26 0.00 30.68 30.50 0.18 0.01 0.013 0.12 2.5 7.85 0.00 0.00 0.00 32.50 32.45 0.05 0.01 (2) 0.01 0.6 3.79 TYPE C INLET S-647 DBI 95 0.09 0.89 0.44 10 0.96 6.86 0.55 0.00 3.79 33.63 32.50 32.45 0.00 0.0 24 0.05 1.7 5.20 TYPE C INLET S-643A 0.00 0.55 0.11 12.51 0.00 30.50 30.45 0.05 0.01 0.013 0.12 2.5 7.85 0.00 0.00 0.00 32.45 32.40 0.05 0.01 (2) 0.02 1.0 6.50 TYPE C INLET S-643A DBI 39 0.06 0.95 0.47 10 0.25 0.71 0.83 0.00 6.50 33.63 32.45 32.40 0.00 0.30 24 0.13 2.6 8.12 TYPE C INLET S-643 0.00 1.78 0.36 725.91 5.91 30.45 30.40 0.05 0.01 0.013 0.12 2.5 7.85 0.00 0.00 0.00 32.40 32.34 0.06 0.02 (3) 0.01 0.7 6.57 TAILWATER= CROWN of TYPE C INLET S-643 DBI 83 0.07 1.15 0.58 10 0.71 0.71 0.93 0.00 6.57 35.53 32.40 32.34 0.01 1.0 24 0.07 1.9 6.10 24" Pipe MES MES 0.00 1.78 0.36 726.17 5.91 30.40 30.34 0.06 0.01 0.013 0.12 2.5 7.85 TAILWATER 32.34

APPENDIX P

17TH AVE. R/W VACATION DOCUMENTS

From: Isabelle Albert To: David Fleeman, P.E. Subject: FW: VAC-17-0000006 ACTION AGENDA ITEM #66 Date: Monday, March 06, 2017 8:39:32 AM Attachments: 03022017ASUpdated.doc

Isabelle Albert - GENESIS w: (813) 620-4500 x5118 / m: (813) 597-4581 / e: [email protected] Celebrating our 30th Anniversary!

From: Barbara Lynch [mailto:[email protected]] Sent: Friday, March 3, 2017 12:45 PM To: Isabelle Albert Subject: VAC-17-0000006 ACTION AGENDA ITEM #66

Isabelle – this vacating is approved per Ordinance 2017-38. See item #66. I will forward a copy of the final ordinance once it is available. b

BARBARA LYNCH GIS Technician II, Planning & Development Department Land Development Coordination Division City of Tampa/1400 N. Boulevard/Tampa, Florida 33607 P:( 813)274.8729/[email protected] Visit us on the web at www.tampagov.net/ldc

Please note: This e-mail is public record.

1 After Recording, Return to: 2 City of Tampa 3 Office of the City Clerk 4 315 East Kennedy Blvd 5 Old City Hall, 3rd Floor 6 Tampa, Florida 33602 7 8 Ref: VAC17-06 9 ORDINANCE NO. 2017- ______10 11 AN ORDINANCE VACATING, CLOSING, DISCONTINUING AND 12 ABANDONING A PORTION OF RIGHT-OF-WAY LYING WEST OF NORTH 13 51ST STREET, EAST OF INTERSTATE HIGHWAY 4 (“I-4”), NORTH OF OLD 14 COLUMBUS DRIVE, AND SOUTH OF 18TH AVENUE, IN FLORENCE VILLA, A 15 SUBDIVISION IN THE CITY OF TAMPA, HILLSBOROUGH COUNTY, 16 FLORIDA, THE SAME BEING MORE FULLY DESCRIBED IN SECTION 1 17 HEREOF, SUBJECT TO CERTAIN EASEMENT RESERVATIONS, 18 COVENANTS, CONDITIONS AND RESTRICTIONS MORE PARTICULARLY 19 SET FORTH HEREIN; PROVIDING AN EFFECTIVE DATE. 20 21 22 WHEREAS, a petition under City Clerk file number VAC17-06 has been submitted by 23 Fisher Investment Properties, LLC (hereinafter “Petitioner”), asking that a certain right-of-way 24 more particularly described in Section 1 hereof be vacated, closed, discontinued and 25 abandoned; and, 26 27 WHEREAS, City Council, having duly held two public hearings and having been 28 presented with competent and substantial evidence on the merits of the petition, finds that 29 vacating of the subject right-of-way with conditions set forth below is in the general public 30 interest, and that all requirements provided by law have been complied with. 31 32 33 NOW, THEREFORE, 34 35 BE IT ORDAINED BY THE CITY COUNCIL 36 OF THE CITY OF TAMPA, FLORIDA: 37 38 39 Section 1. That the right-of-way more particularly described in Exhibit “A”, 40 attached hereto and made a part hereof, be and the same is hereby vacated, closed, 41 discontinued and abandoned, and that the right of the public in and to same is hereby 42 renounced, released, and disclaimed, subject, however, to the following easement 43 reservations: 44 45 a. Permanent TECO Easement: A permanent, non-exclusive easement in, on, 46 under, over and across the entire length and width of the right-of-way vacated 47 hereby as described in Exhibit “B” attached hereto and incorporated herein by 48 this reference for the use and benefit of Tampa Electric Company (“TECO”), 49 and its successors or assigns for the installation, operation, repair, 50 reconstruction and maintenance of and access to facilities for, but not limited 1 to, the transmission of electricity (“Permanent TECO Easement”). Said 2 Permanent TECO Easement is reserved for facilities either principally used for, 3 or appurtenant to, furnishing telecommunication services or other TECO 4 services which are now existing or hereafter installed or located on, beneath or 5 above the surface of the land subject to this Permanent TECO Easement, and 6 shall include full right of ingress and egress thereto and over, across, under and 7 through the Permanent TECO Easement. Unless otherwise agreed to by the 8 Petitioner and TECO, any relocation of TECO facilities at the request of 9 Petitioner shall be at the sole cost and expense of Petitioner. No improvements 10 or buildings, permanent or temporary (other than pavement and curbing), shall 11 be constructed and no landscaping (other than grass and low shrubbery) shall 12 be installed on the land subject to this easement without the prior written 13 consent of TECO. 14 15 b. Permanent Frontier Easement: A permanent, non-exclusive easement in, on, 16 under, over and across the entire length and width of the right-of-way vacated 17 hereby as described in Exhibit “B” attached hereto and incorporated herein by 18 this reference for the use and benefit of Frontier and its successors or assigns 19 for the installation, operation, repair, reconstruction and maintenance of and 20 access to telecommunication facilities and other Frontier facilities located 21 within said easement (“Permanent Frontier Easement”). Said Permanent 22 Frontier Easement is reserved for Frontier facilities including but not limited to 23 those principally used for, or appurtenant to, furnishing telecommunication 24 services installed or located on, beneath or above the surface of the land 25 subject to this Permanent Frontier Easement, and shall include full right of 26 ingress and egress thereto and over, across, under and through the Permanent 27 Frontier Easement. Unless otherwise agreed to by the Petitioners and Frontier, 28 any relocation of Frontier facilities at the request of Petitioners shall be at the 29 sole cost and expense of Petitioners. No improvements or buildings, 30 permanent or temporary (other than pavement and curbing), shall be 31 constructed and no landscaping (other than grass and low shrubbery) shall be 32 installed on the land subject to this easement without the prior written consent 33 of Frontier. 34 35 c. Permanent Charter, d.b.a. Spectrum, Easement: A permanent, non-exclusive 36 easement in, on, under, over and across the entire length and width of the 37 right-of-way vacated hereby as described in Exhibit “B” attached hereto and 38 incorporated herein by this reference (“Permanent Spectrum Easement”) for 39 the use and benefit of Spectrum, and its respective successors or assigns for the 40 installation, operation, repair, reconstruction and maintenance of and access to 41 cable television and communication facilities, and other Spectrum facilities 42 located within said easement. This easement shall include full right of ingress 43 and egress thereto and over, across, under and through the Permanent 44 Spectrum Easement. Unless otherwise agreed to by the Petitioners and 45 Spectrum, any relocation of Spectrum facilities at the request by Petitioner 46 shall be at the sole cost and expense of Petitioner. No improvements or 47 buildings, permanent or temporary (other than pavement and curbing), shall be 48 constructed and no landscaping (other than grass and low shrubbery) shall be

2 1 installed on the land subject to this easement without the prior written consent 2 of Spectrum. 3 4 Section 2. Additional Conditions/Turnaround: The vacation of said right-of-way is 5 expressly conditioned upon compliance with and fulfillment of the following condition 6 precedent, which shall be deemed a covenant running with the land: 7 8 (a) Required Turnaround: To preclude the creation of a dead-end alleyway, and in 9 accordance with Section 22-36(a) of the City of Tampa Code of Ordinances, Petitioner shall, 10 within one (1) year following the effective date of this ordinance, construct a turnaround 11 acceptable to the City of Tampa Transportation Planning and Development Division and City of 12 Tampa Solid Waste Department based on their established guidelines, for public right-of-way 13 purposes. The Transportation Manager may authorize a one-time one (1) year extension of the 14 aforementioned compliance period upon written request by Petitioner so long as said request is 15 submitted prior to expiration of the initial one (1) year compliance period. The turnaround shall 16 be constructed prior to any obstruction of the right-of-way vacated hereby, and, in any event 17 shall be constructed within one (1) year of the effective date of this ordinance. The turnaround 18 must be placed west of the existing driveway and cannot interfere with the existing driveway. If 19 the Petitioner cannot fit the turnaround in the area in the public right-of-way, Petitioner may 20 either: 21 22 (1) Provide the turnaround or portion thereof, in the vacated area and provide 23 the City a permanent, non-exclusive Transportation Easement over any portion 24 of the turnaround that is constructed within the vacated right-of-way so it 25 remains open at all times to the public for the vehicular and pedestrian use and 26 benefit of the general public and the City of Tampa or assigns. No permanent or 27 temporary structures (other than pavement or curbing) shall be allowed to be 28 constructed on, in, over or under, the land subject to said Transportation 29 Easement. Said Transportation Easement shall not be obstructed or blocked 30 and must remain open to pedestrian and vehicular traffic at all times; or 31 32 (2) Move the eastern portion of the vacating to the west, so the entire 33 turnaround is provided in the public right-of-way. 34 35 (b) Failure to timely construct the turnaround within the compliance periods provided 36 shall constitute noncompliance with this condition and shall render this Ordinance 37 automatically null and void in accordance with Section 5 herein. 38 39 (c) Upon the completion of construction of said turnaround, Ordinance 2007-257 40 turnaround conditions will be deemed to be considered to be satisfied and complied with. 41 42 (d) The right-of-way vacated hereby must meet National Fire Protection Codes and 43 standards at all times. 44 45 Section 3. Title to Underlying Real Property: That if the City of Tampa holds fee 46 title to any real property underlying the right-of-way described in Exhibit “A” attached hereto, 47 the vacation of the right-of-way shall not affect the status of that title. Any transfer of the 48 City’s fee interest in the right-of-way vacated hereby must be negotiated through the City of

3 1 Tampa’s Real Estate Division in accordance with the City of Tampa’s Land Disposition Policy as 2 the same may be amended from time to time. 3 4 Section 4. Compliance with City of Tampa Landscaping, Tree Removal and Site 5 Clearing Ordinance: That all development of the right-of-way parcel vacated hereby is at all 6 times subject to compliance with City of Tampa Code of Ordinances, Chapters 13 and 27, 7 Landscaping, Tree Removal and Site Clearing, as may be amended from time to time. 8 9 Section 5. Compliance with Conditions: That the vacation of the right-of-way 10 described in Exhibit “A” attached hereto is expressly conditioned upon the compliance with 11 and fulfillment of all terms and conditions contained herein, which terms and conditions shall 12 be deemed covenants running with the land. In the event that Petitioner fails to comply with 13 these Ordinance conditions as provided herein, then this Ordinance shall be deemed null and 14 void and the Petitioner shall, at its sole cost and expense, restore the right-of-way to the same 15 condition that existed at the time of the vacation of said right-of-way. 16 17 Section 6. Severability: That if any part of this ordinance shall be declared 18 unconstitutional or invalid by a court of competent jurisdiction, the remaining provisions of this 19 ordinance shall remain in full force and effect. 20 21 Section 7. Recording: That the City Clerk shall record a copy of this Ordinance in 22 the Office of the Clerk of the Circuit Court of Hillsborough County, Florida. 23 24 Section 8. Effective Date: That this Ordinance shall take effect immediately upon 25 becoming a law. 26 27 28 29 PASSED AND ORDAINED BY THE CITY COUNCIL OF THE CITY OF TAMPA, FLORIDA, 30 ON ______. 31 32 33 ATTEST: CITY COUNCIL: 34 35 ______36 CITY CLERK/DEPUTY CITY CLERK CHAIRPERSON/CHAIRPERSON PRO TEM 37 38 39 40 APPROVED by me on ______41 42 ______43 BOB BUCKHORN, MAYOR 44 Approved as to Form: 45 46 E/S JULIE HARDY 47 ASSISTANT CITY ATTORNEY 48 49 K:\Julie Hardy\Right of Way - Mapping\VACATIONS\VAC17-06\Ordinance sub VAC17-06.doc

All that portion of 17th Avenue lying North of and abutting the North boundary of Lots 75 and 76, and lying South of and abutting the South boundary of Lots 94 and 95, FLORENCE VILLA, a subdivision as map or plat thereof is recorded in Plat Book 14, Page 1, of the public records of Hillsborough County, Florida, and lying East of and abutting that portion of 17th Avenue previously vacated per City of Tampa Ordinance 9129-A, and LESS the East 25.40 feet thereof.

Exhibit “A”

The South 15.00 of

Exhibit “B”

APPENDIX Q

PROOF OF OWNERSHIP – DEEDS

APPENDIX R

DISTURBED AREA EXHIBIT

APPENDIX S

POND 100 BY‐PASS SWALE CAPACITY COMPUTATIONS