ISLAND OF VENICE STUDY UPDATE

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Island of Venice Flood Study Update Table of Contents

Page Number SECTION 1. INTRODUCTION ........................................................................................ 1-1

1.01 Purpose ..................................................................................................... 1-1 I. 02 Abbreviations ........................................................................................... 1-1 1.03 Description of Study Area ....................................................................... 1-1

SECTION 2. BACKGROUND .......................................................................................... 2-1

2.01 Historic Perspective and Previous Works ............................................... 2-1 2.02 Existing Flooding ..................................................................................... 2-2 2.03 Prior Studies ............................................................................................. 2-3

SECTION 3. EXISTING CONDITIONS ASSESSMENT.. ............................................ 3-1

3.01 Flood Protection Level of Service Objectives ......................................... 3-1 3.01.1 Approach ...................................................................................... 3-1 3.01.2 Results .......................................................................................... 3-2

SECTION 4. CONCLUSIONS AND RECOMMENDATIONS ..................................... 4-1

4.01 Delineation of Existing Floodplain .......................................................... 4-1 4.02 Preliminary Investigation of Existing FPLOS Deficiencies .................... 4-1

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Table of Contents

List of Tables

Page Table I Table 3.01-1

Summary oflsland of Venice Drainage Basins ..................... 1-2 Acceptable Flooding Depths .................................................. 3-1

List of Exhibits (Found at the end of the report.)

EXHIBIT I. Basin/Subbasin, Node/Link Connectivity Map EXHIBIT 2. I 00-Year Floodplain & FPLOS Deficiencies Location Map EXHIBIT 3. Storrnwater Improvement Location Map

List of Appendices

APPENDIX A- Hydrologic Parameter Worksheets APPENDIX B- Manning's "n" Worksheets

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Island of Venice Flood Study Update Section I - Introduction

SECTION 1. INTRODUCTION

1.01 Purpose

The Island of Venice Flood Study Update prepared to (I) characterize the existing hydrologic/hydraulic network; (2) delineate the existing floodplain resulting from a I 00-year/24-hour design storm event; (3) quantit'y existing homes/business that may susceptible to flooding from such a storm event; and (4) develop and evaluate conceptual solutions to address homes/businesses that may be susceptible to flooding. It should be noted that a chronic problem area located not located on the Island of Venice was also included in this work effort. This involved analysis of the Industrial Area located south of Venice A venue and east of the Island of Venice.

1.02 Abbreviations

BMP BMPU CHNEP CIP DRI FDEP FOOT FEMA FPLOS ICW LOS NPDES OFW PLRG scs SWFWMD TMDL

- Basin Master Plan - Basin Master Plan Update - Charlotte Harbor National Estuary Program - Capital Improvements Program -Development of Regional Impact -Florida Department of Environmental Protection - Florida Department of Transportation - Federal Emergency Management Agency - Flood Protection Level of Service -Intercoastal Waterway - Level of Service -National Pollutant Discharge Elimination System - Outstanding Florida Waters - Pollutant Load Reduction Goal - Soil Conservation Service - Southwest Florida Water Management District - Total Maximum Daily Load

1.03 Description of Study Area

The Island of Venice actually consists of 29 drainage basins ranging in size from 3.10 acres to 474.13 acres. Eleven of these drainage basins or a total of937.40 acres outfall to the Gulf of Mexico, eight drainage basins or a total of 384.67 acres outfall to Roberts Bay, and ten drainage basins or a total of 1166.55 acres outfall to the Intercoastal Waterway. Table I lists each of these drainage basins and their respective acreage. The study area is located in the west central portion of Sarasota County as shown on Exhibit I. The Island of Venice is predominately developed. For the most part, drainage is accommodated by underground storm sewer pipes. The Venice Municipal Airport is located at the south end of the Island .

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Island of Venice Flood Study Update Section 1 - Introduction

• Table 1. SUMMARY OF ISLAND OF VENICE DRAINAGE BASINS

DRAINAGE BASIN DRAINAGE BASIN DRAINAGE BASIN DRAINAGE BASIN

OUTFALL DESCRIPTION ID NAME AREA (in acres)

ISLAND OF VENICE 2488.62

Gulf of Mexico Outfalls 937.40 Gulf of Mexico - Outfall No. 1 IV-GM1 S VENICE BEACH 12.26 Gulf of Mexico - Outfall No. 2 IV-GM2 VENICE SANDS 104.03 Gulf of Mexico - Outfall No. 3 IV-GM3 GULF MANOR 10.98 Gulf of Mexico - Outfall No. 4 IV-GM4 ALDAMAR 18.31 Gulf of Mexico - Outfall No. 5 IV-GM5 FLAMINGO DITCH 194.21 Gulf of Mexico- Outfall No. 6 IV-GM6 SPADARO DITCH 21.92 Gulf of Mexico- Outfall No. 7 IV-GM7 DARLING DRIVE 18.25 Gulf of Mexico - Outfall No. 8 IV-GM8 DEERTOWN GULLY 454.24 Gulf of Mexico - Outfall No. 9 IV-GM9 BEACH ROAD 34.05 Gulf of Mexico- Outfall No. 10 IV-GM10 W VEN AIRPORT 59.35 Gulf of Mexico- Outfall No. 11 IV-GM11 VENICE PIER 9.80

• Roberts Bay Outfalls 384.67 Roberts Bay - Outfall No. 12 IV-RB12 THE ESPLANDE 41.84 Roberts Bay - Outfall No. 13 IV-RB13 LAGUNA 12.14 Roberts Bav - Outfall No. 14 IV-RB14 OSPREY STREET 133.48 Roberts Bay- Outfall No. 15 IV-RB15 N PARK BLVD 80.74 Roberts Bay- Outfall No. 16 IV-RB16 N NASSUA 3.10 Roberts Bav- Outfall No. 17 IV-RB17 NOKOMIS AVE 36.10 Roberts Bay - Outfall No. 18 IV-RB18 SANTA MARIA ST 61.25 Roberts Bay- Outfall No. 19 IV-RB19 US HWY 41 N 16.02

Intra-Coastal Waterway Outfalls 1166.55 Intra-Coastal - Outfall No. 20 IV-IC20 ifAMPAAVE E 4.31 Intra-Coastal- Outfall No. 21 IV-IC21 VENICEAVEW 12.26 Intra-Coastal -Outfall No. 22 IV-IC22 VENICEH.S. 151.26 Intra-Coastal -Outfall No. 23 IV-IC23 INDUSTRIAL AREA 46.13 Intra-Coastal -Outfall No. 24 IV-IC24 COUNTRY CLUB EST 55.42 Intra-Coastal -Outfall No. 25 IV-IC25 WCINDNORTH 54.16 Intra-Coastal -Outfall No. 26 IV-IC26 WCINDSOUTH 20.39 Intra-Coastal -Outfall No. 27 IV-IC27 USHWY41 S 120.78 Intra-Coastal -Outfall No. 28 IV-IC28 E VEN AIRPORT 227.71

Intra-Coastal - Outfall No. 29 IV-IC29 SW VEN AIRPORT 474.13

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Island of Venice Section 2 -Background

SECTION 2. BACKGROUND

2.01 Historic Perspective and Previous Works

The City of Venice was planned by John Nolen under the direction of the Brotherhood of Engineers in the 1920's. It saw rapid growth until the onset of the Great Depression which brought development of the plan to a standstill. By that time, reportedly 40 miles of ditches and 13 miles of underground storm sewer had been constructed. The advent of mosquito control and air-conditioning sparked a re-interest in development of the City of Venice in the 1940's. In 1967, the US Army Corps of Engineers constructed the ICW which essentially created the "Island" of Venice. Access from the east is provided by three bridges which cross the ICW.

2.02 Existing Flooding

A review of the City's repetitive loss list, which inventories claims that have been report to FEMA, revealed numerous property owners have suffered some sort of flood damage over the past 10 years. It is recognized that this is not a comprehensive list, as it only reflects those that have flood insurance and filed flood damage claims. The City has also reported numerous cases of flooding upstream of the Flamingo Ditch outfall, the north end of Industrial Park near Venice Avenue (not located on the Island), the Trophy Shop and the surrounding area, and the area around Osprey street. It should also be pointed out that a Beach Renourishment program that has occurred since the last major flood producing rainfall events may have further impacted some of the outfalls to the Gulf of Mexico. The existing conditions 100-year floodplain is presented on Exhibit 3.

2.03 Prior Studies

In February 1998, Applied Technology and Management, Inc. prepared and submitted a Stormwater Management Plan final report for the City of Venice. Some of the relevant portions of this final report are provided below:

Land Use:

Residential- 32.2% • Single Family= 47% • Multi family= 30% • Mobile Homes = 23%

Community Facilities - 26.8% Vacant Land- 16.6% Recreational - 11.3% Commercial- 5.9% Industrial- 0.5% Conservation- 6.7%

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Island of Venice Section 2 - Backgronnd

Recommendations:

Based upon the evaluation of FEMA loss data, a complete engineering analysis of the stormwater conveyance system for the Bayshore Estates area to determine where specific improvements are needed was recommended. This area was identified as the highest priority.

An overview of the City of Venice Comprehensive Plan, Drainage Element was also provided in the ATM report. The Comprehensive Plan establishes the 25-year, 24-hour design storm per the SWFWMD as drainage Level of Service (LOS) standard. The Goal and Objectives of the Plan, relative to Drainage are summarized below:

Goal "To protect residents and their properties from flooding and to do so in a manner which will not incur negative environmental impacts"

Objectives • Minimize the loss of life and property due to flooding; • Support the preservation of aquifer recharge and wetland areas; • Protect surface water runoff from contamination; • Encourage the conversation of surface water runoff as a resource; • Ensure that the stormwater system is maintained, operated and constructed in a

cost-effective way; and • Pursue governmental coordination so that the City will have input regarding

drainage areas adjacent to the City .

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Island of Venice Flood Study Update Section 3 -Existing Conditions Assessment

SECTION 3. EXISTING CONDITIONS ASSESSMENT

3.01 Flood Protection Level of Service Objectives

As an initial point of reference, the flood protection level of service (FPLOS) objectives applied to the Island of Venice are based upon those adopted by the Sarasota County Comprehensive Plan. Table 3.01 presents the FPLOS standards for Sarasota County.

3.01.1 Approach

Table 3.01-1 Acceptable Flooding Depths

Flood Plain Level of Service Criteria Island of Venice Flood Study Update

To quantify the existing FPLOS deficiencies in the Island of Venice, a detailed hydrodynamic computer model was first developed to predict flood elevations throughout the watershed. Version 2.2 of Interconnected Pond Routing (ICPR) software was used to model the watershed. The Island of Venice has been represented in the model by 335 subbasins, 440 nodes, 3 83 pipes, 18 channels, 445 weirs, 26 drop structures, and I bridges. An overview of the modeling parameters is presented below.

Hydrologic Parameters:

Undeveloped/rural Conditions: Average pervious Runoff Curve Number= 78 Impervious coverage Runoff Curve Number = 98 Unit Hydro graph Peak Rate Factor= 100 Time of Concentration- based upon TR-55 methodology

Developed Conditions: Average pervious Runoff Curve Number= 78 Impervious coverage Runoff Curve Number = 98 Directly connected Impervious Area Considered Unit Hydro graph Peak Rate Factor= 256 Time of Concentration- based upon SCS TR-55 methodology Design Storm- based upon SWFWMD Basis of Review Manual

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Island of Venice Flood Study Update Section 3 - Existing Conditions Assessment

Hydraulic Parameters:

Manning's "n" factor- based upon Cowan's equation

For a complete discussion of the modeling methodology, please refer to the Phillippi Creek Basin Master Plan Update. As-built engineering drawing available from the City of Venice were also reviewed in detail and used to construct the model. In addition, extensive field surveying was conducted to establish the existing stormwater conveyance system. Copies of the computer input as well as the node-reach diagram are available in

· digital format upon request from the Stormwater Environmental Utility. A copy of the basin/subbasin map is provided herein as Exhibit I. The node/reach diagram is also presented on Exhibit 1. Appendix B shows the Manning's "n" worksheets used on the calculations.

The computed flood elevations were then used to delineate the horizontal limits of the 100-year floodplain on Southwest Florida Water Management District (SWFWMD) !­foot contour interval aerial maps. Structures and roadways, which fell within the horizontal limits of the floodplain, were inventoried as potential FPLOS deficiencies. Roadway FPLOS deficiencies were determined by comparing roadway spot elevations on the SWFWMD aerials (or, if available, engineering roadway plans) to the computed flood levels. Finished floor elevations of structures horizontally located in the I 00-year floodplain were field surveyed to determine those that constitute FPLOS deficiencies (i.e. have their finished floor elevation below the flood stage) .

3.01.2 Results

The results of the existing conditions assessment indicated 78 residential/business structure FPLOS deficiencies in on the Island of Venice. In addition, several street segments are susceptible to flooding in excess of the FPLOS criteria. Exhibit 2 identifies the horizontal limits of the I 00-year floodplain .

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Island of Venice Flood Study Update Section 4 -Conclusions and Recommendations

SECTION 4. CONCLUSIONS AND RECOMMENDATIONS

4.01 Delineation of Existing Floodplain

As part of the Island of Venice Flood Study Update, the limits of the 100-year riverine floodplain have been identified and mapped consistent with FEMA's designations as shown on Exhibit 3. It should be noted that the FEMA "AE" zones, identified in dark blue, correspond to areas in the I 00-year floodplain typicalJy associated with moving and/or deep water while FEMA "AH" zones, identified in light blue, correspond to areas of ponding, as defined by FEMA, where average depths are between I and 3 feet. Exhibit 3 identifies these two zones, reflecting these differing floodplain functions that are recognized by FEMA. In addition, the detailed stormwater model developed for this Flood Study Update provides a valuable tool to evaluate the effects of modifications to the drainage system.

It is recommended that the Island of Venice Flood Study Update be utilized as a basis of review to evaluate proposed development and drainage modifications so that potential adverse increases in off-site flood stages are adequately mitigated. In addition, it is recommended that finished floor elevations be set a minimum of 2 feet above the tOO­year flood elevations computed by the Island of Venice Flood Study Update, if such elevations are higher than the base flood elevations contained on the current Flood Insurance Rate Maps.

4.02 Preliminary Investigation of Existing FPLOS Deficiencies

As indicated previously in Section 3, several existing structure and street FPLOS deficiencies exist on the Island of Venice. These structure and street FPLOS deficiencies are identified as purple squares and green diamonds on Exhibit 3, respectively. Preliminary analyses for stormwater improvements needed to address the existing structure flooding were conducted using the detailed drainage model developed for the Island of Venice. The stormwater improvements were evaluated for their effectiveness in addressing the City of Venice adopted level of service 25-year, 24-hour design storm. A description of each of these improvements is provided below and presented on Exhibit 3.

4.02.01 North Park Boulevard Outfall #13

The flood modeling effort identified fifteen (15) potential flooded structures and seven (7) street segments, which do not meet the selected FPLOS Criteria in this area. The majority of structures identified are located in the Parkside Drive and Parkdale Drive residential areas. The flooded street segments include N. Park Blvd, Cadiz Rd, Armanda Rd, Parkside and Parkdale Drives. Review of the existing drainage system indicated significant headlosses caused by the 24" storm sewer located along N. Park Blvd. to the basin's outfall. Conveyance improvements in this location were evaluated to determine their effectiveness in addressing the structure FPLOS deficiencies.

Based upon the alternative evaluation it is recommended that the existing pipes from node • 01500 to node 01550 be replaced with 1733' of 38" x 60" ERCP (or hydraulic equivalent).

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• Island of Venice Flood Stndy Update Section 4- Conclusions and Recommendations

This is identified as improvement No. 1 on Exhibit 3. The preliminary estimate of probable cost for this improvement is approximately $729,145.00.

4.02.02 Osprey Street Outfall #12

The flood modeling effort identified fourteen (14) potential flooded structures and seven (7) street segments that do not meet the selected FPLOS criteria. The majority of structures identified are located in the Madrid Avenue, Cadiz and Amanda Drive residential areas. Street systems identified include Madrid Ave, Cadiz Rd, Armanda Rd and Barcelona Avenue. Review of the existing drainage system indicated significant headlosses caused by the 60" storm sewer system along Madrid Ave. from Apalachicola Rd. to Amanda Rd. Conveyance improvements were evaluated to determine their effectiveness in addressing the structure FPLOS deficiencies.

Based upon the alternative evaluation it is recommended that the existing pipes from node 01400 to node 01420 (not including the open ditch segment between node 01403 and node 01410) be replaced with 958' of twin 5' x 8' box culverts (or hydraulic equivalent). This is identified as Improvement No. 2A on Exhibit 3. In addition, the existing pipes from node 01413 to node ·01411 should be replaced with 517' of 38" x 60" ERCP (or hydraulic equivalent), and the existing pipe from node 01415 to node 01414 should be replaced with 50' of 24" x 38" ERCP (or hydraulic equivalent). These proposals are identified as Improvement No. 2B and Improvement No. 2C on Exhibit 3, respectively.

• Finally, a second 289' of 42" RCP should be installed from node 01440 to node 01431. This is identified as Improvement No. 20 on Exhibit 3. The preliminary estimate of probable cost for these improvements is approximately $2,321,170.00

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4.02.03 Venice Avenue Outfall

The flood modeling efforts identified one ( 1) potential flooded commercial structure and nineteen (19) street segments that do not meet the selected FPLOS criteria. The structure identified is an existing Trophy Shop on Miami Avenue. Street systems identified include Nokomis Ave., Miami Ave. U.S. 41, Tampa Ave., Venice Ave. and Bahama St. Review of the existing drainage system indicated significant headlosses are produced by the 24" storm sewer draining Venice Ave. Conveyance improvements at this location were investigated for their effectiveness in addressing the structure FPLOS deficiency.

Based upon the alternative evaluation it is recommended that the existing pipes from node 02100 to node 02130 be replaced with 771' of24" x 38" ERCP (or hydraulic equivalent).

Also 150' oftwin 38" x 60" ERCP (or hydraulic equivalent) should be installed between node 01930 and node 02130. These projects are identified as Improvement No. 3A on Exhibit 3.

Finally, a second 287' of36" RCP should be installed form node 01941 to node 01930. This is identified as Improvement No. 3B on Exhibit 3. The preliminary estimate of probable cost for these improvements is approximately $888,832.00.

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Island of Venice Flood Study Update Section 4- Conclusions and Recommendations

4.02.04 Flamingo Ditch, Outfall #5

The flood modeling efforts identified potentially thirty-six (36) flooded structures and fourteen (14) street segments that do not meet the selected FPLOS criteria. The majority of structures are located adjacent to the main outfall. Review of the flood modeling efforts indicates that the beach renourishment outfall system has significantly restricted this basin's ability to drain stormwater. An enlarged stormwater outfall system is recommended for consideration to address the existing structure FPLOS deficiencies. City officials identified that this area and its associated outfall having a history of flooding.

Based upon the alternative evaluation it is recommended that if the Flamingo Ditch outfall needed to be sized to accommodate stomacher under the beach, it would need to be 600' of triple 6' x 5' box culverts (or hydraulic equivalent). This is identified as Improvement No. 4B on Exhibit 3. also, 390' of 27" x 43" ERCP (or hydraulic equivalent) should be installed to replace the existing stormwater outfall between node 00401 and node 00400. This is identified as Improvement No. 4A on Exhibit 3. The preliminary estimate of probable cost for these improvements is approximately $1,650,510.00. It should be noted that with respect to the box culvert outfall to the Gulf of Mexico, this estimate only includes a standard installation cost and does not consider the unique logistics for such an endeavor, as it was considered beyond the scope of this stormwater study. Even so this component still represents a significant cost. From a cost and probably permitability perspectives, consideration should be given to an open channel outfall.

4.02.05 Deertown Gully, Outfall #8

The previous flood modeling efforts identified that potentially seven (7) flooded structures and six (6) street segments do not currently meet the selected FPLOS Criteria. The majority of structures identified are located in the Cooper Street multi-family residential areas. Flooded street segments include Cooper St., Base Ave., Field and Corso St. Review of the existing drainage system indicated significant headlosses are produced by the existing twin 36" storm sewer along Field Avenue, from Nokomis Ave. to Cockrill St. A by-pass storm sewer system along Airport Avenue, from Cooper Street to the Deertown Gully/ Airport Lateral was evaluated for its effectiveness in addressing the existing FPLOS deficiencies.

Based upon the alternative evaluation it is recommended that if the Deer Town Gulley outfall needed to be sized to accommodate stomacher under the beach, it would need to be 1 000' of 6' x 5' box culvert (or hydraulic equivalent). This is identified as Improvement No. 5A on Exhibit 3.

To address the structure FPLOS deficiencies, it is recommended that the existing pipe between node 00820 and 00821 should be replaced with 80' of twin 38" x 60" ERCP (or hydraulic equivalent) and the existing pipe between node 00834 and 00833 should be replaced with 53' of 48" x 76" ERCP (or hydraulic equivalent). These projects are identified as Improvement 5B and Improvement 5C on Exhibit 3, respectively .

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Island of Venice Flood Study Update Section 4- Conclusions and Recommendations

Finally, 2400' of 36" x 60" ERCP (or hydraulic equivalent) should be added between node 008701 and 00825; 400' of twin 24" x 38" ERCP (or hydraulic equivalent) should be installed between node 00864 and node 00826; and 200' of twin 24" x 38" ERCP (or hydraulic equivalent) should be installed between node 008711 and node 008703. These projects are identified as Improvement No. SD, Improvement No. SE, and Improvement No. SF on Exhibit 3, respectively. The preliminary estimate of probable cost for these improvements is approximately $2,006,745.00. It should be noted that with respect to the box culvert outfall to the Gulf of Mexico, this estimate only includes a standard installation cost and does not consider the unique logistics for such an endeavor, as it was considered beyond the scope of this stormwater study. Even so this component still represents a significant cost. From a cost and probably permitability perspectives, consideration should be given to an open channel outfall.

4.02.06 Industrial Area, Outfall #23

City representatives have identified flooding problems within this area, including street and structure flooding. This area actually outfalls to Hatchett Creek. The existing flood model for Hatchett Creek has been updated to include the recent stormwater improvements constructed in the area and better quantify resulting FPLOS deficiencies. An alternative analysis has been performed for the Industrial area east of the ICW to determine the extent of flooding.

Based upon the alternative evaluation it is recommended that the discharge control structure for the existing stormwater pond be modified to be more efficient once stormwater quality treatment requirements are satisfied. It is appears that the restrictive nature of this control structure is responsible for headwater build up and upstream flooding .

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EXHIBITS

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• ISLAND OF VENICE BASIN MASTER PLAN

June 2002

EXHIBIT 1: Aerial I Basin-Subbasin I Node & Link Connectivity Location Map

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• • ISLAND OF VENICE BASIN MASTER PLAN

June 2002

EXHIBIT 2: Aerial I Basin-Subbasin I Floodplain & LOS Deficiency Identification Map

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IMPROVEMENT I CA: Raplac. biaUng Pipu with 3 SIO' DIH• ll 45* ERCP orEqWYa.lent

• ISLAND OF VENICE BASIN MASTER PLAN

June 2002

EXHIBIT 3: Stormwater Improvement Projects Location Map

IUPROVEMENT I 48: lnaLII 600 lF of 13) 6" X 5' Bcu Cutvetts ot EquivaJ•nt

Legend - IM?ROVEMEHT PlPE

NODE

D WATERSHED

REACH TYPE

- -- 6RJOGE

--- CHANNa

CUt VERT

--- CROP STRUCTURE

MANMADE WEJR

--- NAl\IIW. WER

STIJOY-REACH

• IMPROVEMENT NODE

0 GIS.SCGIS_Parcels

... ..... ..... -- ---- - ·-·

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APPENDIX A

HYDROLOGIC PARAMETER WORKSHEETS

• GULF OF MEXICO OUTFALLS

• • fNTRA - COASTAL WATERWAYOUTFALLS • ROBERTS BAY OUTFALLS

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Project Title : Subject :

Date : File :

OUTFALL GROUP

STORMWATER BASIN MASTER PLAN ISLAND OF VENICE GULF OF MEXICO OUTFALLS SUBBASIN HYDROLOGIC PARAMETERS 10/26/2005 C:\lsle_ Ven_GM.xls

SUBBASIN AREA CN ( ID.) ( ID.) ( ID.) (Ac.) (SCS)

SOUTH VENICE BEACH OUTLET

IV-GM1 00100 12.26 85

VENICE SANDS CONDO OUTLET IV-GM2 00200 June.

IV-GM2 201 14.34 0

IV-GM2 210 June.

IV-GM2 211 6.74 82

IV-GM2 212 7.77 83

IV-GM2 215 6.8 81

IV·GM2 216 June.

IV-GM2 217 June.

IV-GM2 00220 8.42 81

IV-GM2 221 June.

IV-GM2 00230 6.3 83

IV-GM2 231 June.

IV-GM2 232 2.51 83

IV-GM2 233 5.42 81

IV-GM2 234 8.24 83

IV-GM2 235 June.

IV-GM2 00240 2.12 83

IV-GM2 241 6.9 84

IV-GM2 242 3.11 84

IV-GM2 00250 9.22 85

IV-GM2 251 4.18 81

IV-GM2 252 8 82

IV-GM2 253 3.95 84

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DCIA Tc (%) (min. )

11.5% 38.5

0.0% 66.9

14.0% 63.2

17.6% 20.6

14.0% 39.0

16.0% 53.4

24.8% 30.2

18.1% 25.7

15.9% 35.6

20.2% 42.5

31 .9% 10.0

22.3% 23.4

22.5% 27.3

30.6% 41.1

18.2% 20.8

16.4% 22.2

25.4% 28.2

• OUTFALL GROUP SUBBASIN AREA CN DCIA Te ( ID. ) ( ID. ) ( ID.) (Ae. ) ( scs ) (%) ( min. )

GULF MANOR OUTLET IV·GM3 00300 1.91 89 0.0% 13.8

IV-GM3 00301 9.08 85 18.7% 29.7

ALDA MAR OUTLET (San Ramon Condo) IV-GM4 00400 2.23 84 0.0% 24.3

IV·GM4 00401 16.09 87 0.0% 36.2

FLAMINGO DITCH OUTLET IV·GM5 00500 37.88 82 21.8% 50.8

IV-GM5 501 June.

IV·GM5 511 11.83 86 0.0% 53.2

IV-GM5 514 4.85 84 0.0% 44.5

IV-GM5 502 June.

IV-GM5 00510 5.63 85 0.0% 25.1

IV-GM5 512 June.

IV-GM5 513 5.85 84 0.0% 33.0

IV-GM5 515 11 .06 86 0.0% 41.4

• IV-GM5 516 4.11 84 0.0% 34.2

IV·GM5 520 6.06 83 0.0% 26.4

IV-GM5 521 June.

IV-GM5 522 June.

IV·GM5 00530 12.56 79 11.6% 57.4

IV-GM5 531 9.1 82 19.1% 44.1

IV-GM5 532 4.03 82 18.4% 18.6

IV-GM5 533 3.22 82 17.9% 25.2

IV-GM5 534 2.37 82 16.6% 15.2

IV-GM5 535 1.49 83 31 .1% 18.5

IV-GM5 536 June.

IV-GM5 537 1.44 84 33.1% 23.5

IV-GM5 538 0.84 80 15.6% 12.6

IV-GM5 539 1.46 80 18.4% 13.2

IV-GM5 540 0.69 83 25.1% 11.8

IV-GM5 541 5.81 78 0.0% 57.3

• IV-GM5 542 2.68 81 23.8% 14.3

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• OUTFALL GROUP SUBBASIN AREA CN DC IA Te ( ID.) (ID. ) ( ID. ) ( Ac.) ( scs) (%) ( min.)

IV-GM5 543 3.18 83 16.0% 48.8

IV-GM5 544 2.1 154 99.3% 10.0

IV-GM5 545 3.37 82 22.4% 39.1

IV-GM5 546 1.53 90 0.0% 39.7

IV-GM5 547 R 5.23 80 0.0% 37.5

IV-GM5 00550 June.

IV-GM5 00560 0.99 80 6.3% 34.1

IV-GM5 561 6.11 82 18.9% 40.7

IV-GM5 562 2.8 83 28.0% 34.6

IV-GM5 563 2.12 82 16.1% 27.2

IV-GM5 564 2.31 83 43.9% 10.0

IV-GM5 565 0.76 78 59.7% 10.0

IV-GM5 00570 June.

IV-GM5 571 3.25 81 25.8% 32.8

IV-GM5 572 June.

IV-GM5 573 4.18 80 17.8% 46.5

IV-GM5 574 6.88 96 20.1% 35.7

IV-GM5 575 6.19 78 66.7% 27.9

IV-GM5 576 4.97 78 77.7% 10.8

IV-GM5 577 June.

IV-GM5 00580 June.

IV-GM5 581 0.8 78 95.0% 10.0

IV-GM5 582 1.03 78 95.0% 15.0

IV-GM5 583 0.83 78 95.0% 10.0

IV-GM5 584 1.55 78 95.0% 15.0

IV-GM5 585 June.

IV-GM5 586 1.71 78 95.0% 20.0

SPADARO DRIVE OUTLET IV-GM6 00600 1.01 90 3.0% 14.8

IV-GM6 00601 20.89 86 0.0% 71.8

• DARLING DRIVE OUTLET (Golden Beach Condo) IV-GM7 00700 1.69 84 14.2% 14.8

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• OUTFALL GROUP SUBBASIN AREA CN DC IA Te ( 10. ) ( 10 . ) ( 10.) (Ac. ) (SCS) (%) (min.)

IV·GM7 00701 16.56 86 0.0% 72.4

DEERTOWN GULLY OUTLET IV·GM8 00800 June.

IV·GM8 801 18.49 82 0.0% 46.0

IV-GM8 802 June.

IV·GM8 811 2.13 83 0.0% 76.5

IV·GM8 812 2.31 85 0.0% 27.0

IV·GM8 8121 3.37 84 0.0% 43.7

IV-GM8 8122 11 .37 80 0.0% 40.0

IV-GM8 813 6.83 81 0.0% 40.0

JV-GM8 00820 June.

IV-GM8 821 11.62 82 0.0% 50.0

IV-GM8 822 June.

IV-GM8 823 4.82 82 0.0% 59.4

• IV·GM8 824 June .

IV-GM8 825 3.13 85 0.0% 66.2

IV·GM8 826 6.92 89 0.0% 34.8

IV-GM8 827 21 .44 82 0.0% 57.5

IV-GM8 828 June.

IV-GM8 829 115.73 82 0.0% 314.4

IV-GM8 00830 6.39 81 0.0% 43.1

IV-GM8 831 10.57 85 0.0% 59.6

IV·GM8 832 3.13 85 0.0% 46.7

IV-GM8 833 4.64 82 0.0% 13.8

IV-GM8 8331 June.

IV·GM8 834 6.2 80 0.0% 40.5

IV-GM8 835 6.86 84 0.0% 72.7

IV-GM8 8351 2.1 83 0.0% 37.9

IV·GM8 00840 8.08 81 13.9% 40.6

IV-GM8 841 15.16 82 16.6% 45.3

• IV-GM8 842 5.67 82 12.6% 44.4

Page 4 of 6

• OUTFALL GROUP SUBBASIN AREA CN DCIA Tc (10. ) ( 10.) ( 10.) (Ae. ) (SCS) (%) (min.)

IV-GM8 843 12.11 80 9.0% 56.3

IV-GM8 844 6.88 83 20.2% 26.3

IV-GM8 845 4.19 86 16.7% 28.9

IV-GM8 00850 16 85 0.0% 35.8

IV-GM8 8511 June.

IV-GM8 851 11.96 83 0.0% 48.8

IV-GM8 8521 June.

IV-GM8 852 4.36 79 0.0% 31 .4

IV-GM8 853 2.59 205 0.0% 25.5

IV-GM8 8541 June.

IV-GM8 854 7.9 88 94.4% 10.0

IV-GM8 855 10.52 85 0.0% 47.6

IV-GM8 00860 17.02 83 0.0% 44.9

IV-GM8 861 1.76 84 0.0% 35.3

IV-GM8 862 1.94 88 0.0% 10.0

IV-GM8 863 3.77 86 0.0% 10.0

IV-GM8 864 6.5 87 0.0% 45.6

IV-GM8 865 5.36 88 32.9% 12.8

IV-GM8 866 10.13 85 0.0% 67.2

JV-GM8 867 4.28 84 0.0% 61 .1

IV-GM8 8671 June.

IV-GM8 868 6.19 83 0.0% 47.0

IV-GM8 8681 3.31 85 0.0% 25.5

IV-GM8 869 7.51 93 0.0% 56.3

JV-GM8 8661 June.

IV-GM8 00870 8.73 92 0.0% 10.0

IV-GM8 8701 June.

IV-GM8 871 10.6 99 0.0% 31.5

IV-GM8 00880 6.95 83 0.0% 40.0

IV-GM8 881 1.59 92 0.0% 10.0

IV-GM8 882 June.

IV·GM8 883 6.45 82 0.0% 39.5

Page 5 of6

• OUTFALL GROUP SUBBASIN AREA CN DCIA Te ( 10.) ( 10. ) ( 10 . ) ( Ae. ) ( scs) (%) (min.)

IV-GM8 884 6.08 89 0.0% 48.3

BEACH ROAD OUTLET (Sunset Drive) IV-GM9 00900 21 .97 82 0.0% 49.8

IV-GM9 00910 June.

IV-GM9 00920 June.

IV-GM9 00930 4.1 78 0.0% 10.0

IV-GM9 00940 7.98 78 0.0% 10.0

WEST VENICE AIRPORT OUTLET IV-GM10 01000 11.99 79 11.7% 82.2

IV-GM10 01005 June.

IV-GM10 01010 3.6 79 0.0% 45.7

IV-GM10 01020 43.75 79 0.0% 63.9

VENICE FISHING PIER OUTLET IV-GM11 01100 9.8 79 0.0% 44.3

• Page 6 of 6

•

•

Project Title : Subject :

Date : File :

OUTFLL GROUP ( ID.) ( ID.)

STORMWATER BASIN MASTER PLAN ISLAND OF VENICE INTRA-COASTAL WATERWAY OUTFALLS BASIN/SUBBASIN HYDROLOGIC PARAMETERS

10/26/2005 C:\ISLE_ VEN_ICW.xls

SUBBASIN (10.)

AREA (Ac.)

TAMPA AVENUE EAST OUTLET IV·IC20 02000 2.71

IV-IC20 02010 1.64

VENICE AVENUE WEST OUTLET IV·IC21 02100 June 2.14

IV-IC21 02110 1.14

IV-IC21 02120 0.28

IV·IC21 02130 0.77

IV-IC21 02140 June 1.68

IV·IC21 02150 5.04

IV·IC21 02160 0.28

IV·IC21 02170 0.99

VENICE HIGH SCHOOL OUTLET IV-IC22 2201 5.98

IV-IC22 2202 5.01

IV·IC22 2203 11.06

IV-IC22 02200 16.1

IV·IC22 02210 June

IV·IC22 02220 1.13

IV·IC22 2221 3.39

IV·IC22 2222 2.42

IV-IC22 2223 June

IV-IC22 02230 June

IV·IC22 2231 5.73

IV-IC22 02240 6.96

IV·IC22 02250 7.28

IV·IC22 2251 Jun.e

Page 1 of 6

CN DCIA Tc (SCS) (%) (min. )

78 95.1% 10.0

78 94.6% 10.0

78 72.5% 10.0

78 96.6% 10.0

78 88.7% 10.0

78 94.5% 10.0

78 20.3% 10.0

78 74.0% 10.0

78 94.6% 10.0

83 0.0% 26.3

78 0.0% 30.0

79 O.Oo/o 34.0

84 0.0% 60.7

78 92.2% 10.0

78 92.7% 10.0

78 81.4% 10.0

78 90.4% 16.8

78 97.6% 10.0

78 63.0% 25.5

• OUTFLL GROUP SUBBASIN AREA CN DC IA Te (10. ) ( 10.) ( 10.) (Ac. ) (SCS ) (%) (min.)

IV·IC22 2252 1.43 94 0.0% 17.7

JV-IC22 2253 June

JV-JC22 2254 4.33 78 84.4% 10.0

JV-IC22 02260 June

IV· IC22 2261 1.38 78 72.7% 10.0

JV-IC22 02270 1.1 78 97.4% 10.0

JV-IC22 2271 June

JV-IC22 2272 3.81 78 98.3% 10.0

IV-IC22 2273 June

IV·IC22 2274 4.2 78 98.7% 10.0

IV-IC22 02280 5.31 86 48.4% 21 .5

JV-IC22 2281 5.23 89 21.9% 21.9

IV·IC22 2282 10.36 85 42.9% 31.5

NEW JV-JC22 2282B 2.18 83 25.0% 15.0

IV-IC22 2283 4.28 81 44.1% 11.9

IV-IC22 2284 5.94 91 12.3% 17.0

IV-JC22 02290 2.89 80 0.0% 35.0

IV·IC22 2291 3.38 81 0.0% 40.0

IV-IC22 2292 2.38 92 0.0% 15.0

JV-JC22 2293 7.71 92 0.0% 15.0

IV·IC22 2294 J une

JV-JC22 2295 June

JV-IC22 2296 1.74 78 85.0% 15.0

IV-IC22 2297 1.12 78 85.0% 15.0

IV-IC22 2298 2.41 78 85.0% 15.0

IV·IC22 2299 14.98 78 85.0% 15.0

INDUSTRIAL AREA OUTLET IV·IC23 02300 0 0 0.0% 0.0

IV·IC23 02310 0 0 0.0% 0.0

JV-IC23 02320 0 0 0.0% 0.0

• IV-IC23 02330 0 0 0.0% 0.0

IV-IC23 02340 0 0 0.0% 0.0

Page 2 of 6

OUTFLL GROUP SUBBASIN AREA CN DCIA Te ( 10.) (10.) ( 10.) ( Ac.) ( scs) (%) (min. )

IV-IC23 02350 0 0 0.0% 0.0

IV-IC23 02360 0 0 0.0% 0.0

IV-IC23 02370 0 0 0.0% 0.0

IV-IC23 02380 0 0 0.0% 0.0

IV-IC23 02390 0 0 0.0% 0.0

COUNTRY CLUB ESTATES MHP OUTLET IV-IC24 02400 10.55 89 0.0% 16.5

IV-IC24 02410 June

IV-IC24 2411 4.51 92 0.0% 33.6

IV-IC24 2412 3.68 89 0.0% 22.8

IV-IC24 02420 June 0 0 0.0% 0.0

IV-IC24 02425 4.36 81 0.0% 26.0

IV-IC24 02430 3.99 89 0.0% 26.0

IV-IC24 2431 4.32 91 0.0% 22.6

IV-IC24 02440 14.06 89 0.0% 31.6

IV-IC24 2441 5.22 88 0.0% 26.4

IV-IC24 2442 4.74 87 0.0% 21.9

W.C.I.N.D. NORTH OUTLET IV-IC25 02500 5.41 79 13.3% 87.6

IV-IC25 02510 1.31 81 17.6% 10.0

IV-IC25 2511 June

IV-IC25 2512 16.29 85 19.9% 13.4

IV-IC25 2513 17.61 86 22.8% 22.7

IV-IC25 2514 June

IV-IC25 02520 4.64 87 0.0% 59.4

IV-IC25 2521 7.94 79 0.0% 34.9

IV-IC25 2522 0.78 84 0.0% 10.0

W.C.I.N.D. SOUTH OUTLET IV-IC26 02600 11 .86 78 0.0% 61.7

IV-IC26 02610 5.6 78 94.5% 10.0

• U.S. HWY. 41 SOUTH OUTLET

Page 3 of6

• OUTFLL GROUP SUBBASIN AREA CN DCIA Te (10. ) ( 10. ) ( 10. ) ( Ac.) ( scs) (%) (min. )

IV-IC27 02700 June. 0

IV-IC27 2701 June. 0

IV·IC27 2702 June. 0

IV-IC27 2703 June. 0

IV-IC27 2704 June. 0

IV·IC27 02710 June. 0

IV·IC27 2711A Outfall 0

IV-IC27 2711 Control Str 0

IV·IC27 2712 1 11 .9 94 0.0% 20.0

IV-IC27 2716 1 2.49 78 89.9% 15.0

IV-IC27 2717 June. 0

IV·IC27 2718 1.35 78 93.7% 15.0

IV-IC27 2719A June 0

IV·IC27 2719 1 3.37 82 31.9% 10.0

IV·IC27 02720 1 8.1 82 0.0% 25.0

IV-IC27 2721 1 6.22 85 0.0% 25.0

IV·IC27 2722 1 1.46 78 37.7% 10.0

IV-IC27 2721A June.

IV-IC27 2722B June.

IV·IC27 2723 1 0.93 78 25.5% 10.0

IV-IC27 2724 1 3.19 82 0.0% 15.0

IV·IC27 2725 1 0.73 78 51.9% 10.0

IV·IC27 2726 0.84 85 0.0% 15.0

IV-IC27 2727 June. 0

IV·IC27 2728 1.85 82 0.0% 20.0

IV-IC27 2729 1 0.47 78 48.4% 10.0

IV·IC27 02730 June. 0

IV·IC27 2731 1 3.88 95 0.0% 15.0

IV-IC27 2732 1 1.93 78 68.8% 10.0

IV-IC27 02740 June. 0

• IV·IC27 2741 1 11 .92 84 0.0% 60.0

IV·IC27 2742 1 3.56 82 7.0% 25.0

Page 4 of 6

OUTFLL GROUP SUBBASIN AREA CN DCIA Te ( 10. ) ( 10. ) ( 10 . ) ( Ac. ) ( scs) (%) (min. )

IV-IC27 2743 J une. 0

IV-IC27 02750 2.73 87 44.4% 15.0

IV-IC27 2751 June. 0

IV-IC27 2752 June. 0

IV-IC27 2753 J une. 0

IV-IC27 2754 June. 0

JV-IC27 2755 1 6.71 88 15.1% 30.0

IV-IC27 02760 1 1.85 82 30.0% 15.0

IV-IC27 2761 1 13.03 83 0.0% 65.0

IV-IC27 02770 1 5.67 87 6.2% 20.0

IV-IC27 2771 June. 0

IV-IC27 2772 1 5.59 83 21.7% 20.0

IV-IC27 02780 June. 0

IV-IC27 2781 1 2.82 81 0.0% 30.0

IV-IC27 2782 6.11 82 0.0% 45.0

IV-IC27 2783 6.25 90 0.0% 25.0

IV-IC27 02790 3.46 78 95.0% 15.0

IV-IC27 2792 1.24 78 95.0% 15.0

IV-IC27 2793 1 0.4 78 95.0% 15.0

EAST VENICE AIRPORT OUTLET IV-IC28 02800 30.21 79 0.0°/o 54.1

02805 15.6 79 0.0% 62.3

IV-IC28 02810 18.48 84 0.0% 66.9

IV-IC28 02830 21 .93 79 0.0% 59.4

IV-IC28 02850 51.6 78 0.0% 50.0

IV-IC28 02860 98.79 80 0.0% 56.4

SOUTH WEST VENICE AIRPORT OUTLET (Red Lake) IV-IC29 02900 181 .27 78 0.0% 10.0

IV-IC29 02910 17.23 79 37.1% 35.6

IV-IC29 02911 17.5 79 37.0% 35.6

• IV-IC29 02920 9.23 80 3.8% 41 .3

Page 5 of6

• OUTFLL GROUP SUBBASIN AREA CN DC IA Tc ( 10. ) ( 10.) ( 10. ) (Ac.) ( scs) (%) (min.)

IV-IC29 02930 54.25 80 2.2% 51.1

IV-IC29 02931 14.01 79 2.1 % 54.1

IV-IC29 02940 3.28 83 1.5% 25.7

IV-IC29 02950 31 85 10.3% 41 .1

IV-IC29 02960 125.31 79 14.4% 65.3

IV-IC29 02970 10.79 78 13.0% 83.9

IV-IC29 02980 10.29 78 3.4% 63.5

• Page 6 of 6

• Project Title : Subject :

Date : File :

OUTFALL GROUP { ID.) ( ID.)

THE ESPLANADE OUTLET IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12 • IV-RB12

STORMWATER BASIN MASTER PLAN ISLAND OF VENICE ROBERTS BAY OUTFALLS BASIN/SUBBASIN HYDROLOGIC PARAMETERS

10/26/2005 C:\ISLR_ VEN_RB.xls

SUBBASIN AREA CN ( ID.) { Ac.) ( scs)

01200 June.

1201 3.52 78

1202 7.46 90

1203 June.

1204 1.47 83

01220 0.73 78

1221 0.8 92

1222 2.84 80

1223 0.44 78

1224 0.22 78

1225 2.55 78

1226 0.34 78

1227 0.66 78

1228 0.99 78

1229 0.87 78

01230 2.08 78

1231 June.

1232 4.07 84

1233 4.55 86

1234 8.25 81

Page 1 of 6

DC IA Tc (%) (min.)

88.3% 20.9

27.4% 49.2

11.3% 41.8

89.4% 10.0

49.0% 10.2

29.5% 10.0

88.7% 10.0

78.3% 10.0

68.5% 10.0

97.2% 10.0

68.2% 10.0

96.0% 10.0

15.8% 10.0

73.1% 10.0

13.7% 10.6

14.1% 16.3

15.6% 65.4

• OUTFALL GROUP SUBBASIN AREA CN DCIA Te ( 10. ) ( 10. ) ( 10.) ( Ac.) (SCS) (%) (min.)

LAGUNA OUTLET IV-RB13 01300 12.14 84 0.0% 42.7

OSPREY STREET OUTLET IV-RB14 01400 1.77 86 0.0% 35.2

IV-RB14 1401 7.24 81 7.1% 48.3

IV-RB14 1402 June.

IV-RB14 1403 4.15 82 0.0% 74.7

IV-RB14 01410 2.04 86 0.0% 77.3

IV-RB14 1411 0.94 87 0.0% 34.3

IV-RB14 1412 June.

IV-RB14 1413 3.12 81 0.0% 26.9

• IV-RB14 1414 2.53 96 0.0% 10.0

IV-RB14 1415 4.32 84 0.0% 21.2

IV-RB14 1416 7.75 84 0.0% 29.4

IV-RB14 1417 2.66 85 0.0% 30.6

IV-RB14 01420 2.31 86 0.0% 27.0

IV-RB14 1421 0.95 84 0.0% 35.6

IV-RB14 1422 4.32 84 0.0% 38.1

IV-RB14 01430 1.41 83 0.0% 45.4

IV-RB14 1431 June.

IV-RB14 1432 1.73 79 0.0% 41 .0

IV-RB14 1433 9.35 82 41.0% 24.5

IV-RB14 01440 3.86 83 0.0% 29.7

IV-RB14 1441 2.41 84 0.0% 37.1 • IV-RB14 1142 June.

Page 2 of6

• OUTFALL GROUP SUBBASIN AREA CN DCIA Tc ( ID.) ( ID.) ( ID.) ( Ac. ) ( scs) (%) (min.)

IV-RB14 01450 10.16 85 43.8% 28.5

IV-RB14 1451 4.53 81 64.5% 23.3

IV-RB14 1452 5.33 82 29.6% 22.4

IV-RB14 1453 6.67 80 56.6% 24.3

IV-RB14 1454 13.23 81 25.4% 37.3

IV-RB14 01460 9.36 79 44.4% 22.5

IV-RB14 1461 3.46 80 48.7% 10.0

IV-RB14 1462 0.83 87 57.0% 10.0

IV-RB14 1463 1.48 87 56.7% 10.0

IV-RB14 1464 4.54 87 12.9% 29.7

IV-RB14 1465 11 .04 79 21.2% 34.7

NORTH PARK BOULEVARD OUTLET IV-RB15 01500 7.95 86 0.0% 45.2

IV-RB14 1501 1.97 84 0.0% 20.0

IV-RB15 1502 6.03 84 0.0% 53.5

IV-RB15 1503 1.86 86 0.0% 39.4

IV-RB15 1504 6.38 86 0.0% 32.9

IV-RB15 01510 4.08 85 0.0% 34.9

IV-RB15 01520 6.06 84 0.0% 32.2

IV-RB15 01530 3.54 84 0.0% 34.2

IV-RB15 1531 3.7 83 0.0% 28.7

IV-RB15 1532 1.4 85 0.0% 29.4

IV-RB15 01540 5.73 85 0.0% 37.2

• IV-RB15 1541 5.93 81 0.0% 44.5

IV-RB15 01550 June.

Page 3 of 6

OUTFALL GROUP SUBBASIN AREA CN DC IA Te ( ID. ) ( ID. ) ( ID. ) ( Ac. ) (SCS) (%) (min.)

IV-RB15 1551 5.65 86 0.0% 41.1

IV-RB15 1552 9.82 84 0.0% 26.1

IV-RB15 1553 10.62 84 0.0% 33.3

NORTH NASSAU OUTLET IV-RB16 01600 1.92 84 0.0% 25.4

IV-RB16 1601 1.18 83 0.0% 17.3

SANTA MARIA STREET OUTLET IV-RB17 01700 6.19 91 0.0% 12.0

IV-RB17 1701 June.

IV-RB17 01710 3.06 82 17.0% 19.6

IV-RB17 1711 1.59 86 11.1% 16.8

• IV-RB17 1712 4.9 83 4.8% 23.2

IV-RB17 1713 2.99 86 0.0% 32.0

IV-RB17 01720 8.88 80 71.1% 10.0

IV-RB17 01730 4.24 78 96.9% 10.0

IV-RB17 01740 8.04 78 97.0% 13.2

IV-RB17 1741 June. 0.1

IV-RB17 1742 3.53 78 96.9% 10.0

IV-RB17 01750 2.75 78 97.1% 10.1

IV-RB17 1751 4.86 78 85.3% 10.0

IV-RB17 1752 1.85 82 36.0% 18.6

IV-RB17 01760 1.09 92 29.7% 14.5

IV-RB17 1761 2.75 83 13.0% 20.3

• IV-RB17 1762 1.31 81 28.9% 10.0

IV-RB17 01770 3.23 79 7.2% 11 .9

Page 4 of 6

• OUTFALL GROUP SUBBASIN AREA CN DCIA Te ( ID.) ( ID.) ( ID. ) ( Ac.) ( scs) (%) (min.)

NOKOMIS AVENUE OUTLET IV-RB18 01800 2.9 80 52.3% 10.0

IV-RB18 01810 2.94 86 78.7% 10.0

IV-RB18 01820 4.88 83 49.2% 21.5

IV-RB18 01830 1.09 78 94.4% 10.0

IV-RB18 01840 3.33 78 94.0% 10.0

IV-RB18 01850 2.83 78 98.2% 11.1

IV-RB18 01860 8.87 82 86.6% 21.5

IV-RB18 01870 1.5 78 98.0% 10.0

IV-RB18 01880 8.32 81 63.1% 15.3

U.S. HWY. 41 NORTH OUTLET IV-RB19 01900 June.

IV-RB19 1901 0.83 78 95.0% 10.0

IV-RB19 1902 June.

IV-RB19 01910 0.43 78 95.0% 10.0

IV-RB19 1911 0.95 78 95.0% 10.0

IV-RB19 01920 1.79 78 95.0% 20.0

IV·RB19 1921 1.19 78 95.0% 10.0

IV-RB19 01930 June.

IV-RB19 1931 4.14 78 95.0% 25.0

IV-RB19 1932 June.

IV-RB19 01940 June.

IV-RB19 1941 June.

IV-RB19 01950 1.18 78 95.0% 10.0

IV-RB19 1951 June.

Page 5 of 6

•

•

OUTFALL ( 10.)

GROUP ( 10.)

IV-RB19

IV-RB19

IV-RB19

SUBBASIN ( 10.)

1952

1953

1954

Page 6 of6

AREA ( Ac.)

2.94

0.9

0.68

CN DCIA Tc ( scs) (%) (min.)

78 95.0% 25.0

78 95.0% 15.0

78 95.0% 15.0

•

APPENDIXB

MANNING'S "n" WORKSHEETS

• GULF OF MEXICO OUTFALLS

• • fNTRA - COASTAL WATERWAY OUTF ALLS • ROBERTS BAY OUTFALLS

•

•

•

Project Title : Subject :

Date : File :

OUTFALL GROUP ( ID.) ( ID.)

STORMWATER BASIN MASTER PLAN ISLAND OF VENICE GULF OF MEXICO OUTFALLS SUBBASIN TIME OF CONCENTRATION PARAMETERS

10/27/2005 C:\lsle_ Ven_ GM .xis

SUBBASIN Tc SHEET FLOW ( ID.) (Min. ) Subtot

SOUTH VENICE BEACH OUTLET

IV-GM1 00100 38.5 22.4

VENICE SANDS CONDO OUTLET IV-GM2 00200 0.0 0.0

IV-GM2 201 66.9 51.7

IV-GM2 210 0.0 0.0

IV-GM2 211 63.2 56.3

IV-GM2 212 20.6 14.0

IV-GM2 215 39.0 33.1

IV-GM2 216 0.0 0.0

IV-GM2 217 0.0 0.0

IV-GM2 00220 53.4 43.1

IV-GM2 221 0.0 0.0

IV-GM2 00230 30.2 9.5

IV-GM2 231 0.0 0.0

IV-GM2 232 25.7 25.7

IV-GM2 233 35.6 23.5

IV-GM2 234 42.5 12.6

IV-GM2 235 0.0 0.0

IV-GM2 00240 10.0 8.9

IV-GM2 241 23.4 10.4

IV-GM2 242 27.3 21.8

IV-GM2 00250 41.1 18.8

IV-GM2 251 20.8 19.7

IV-GM2 252 22.2 16.2

Page 1 of 6

CONCENTRATED FLOW Subtot

16.1

0.0

15.1

0.0

6.9

6.6

5.9

0.0

0.0

10.3

0.0

20.6

0.0

0.0

12.1

29.9

0.0

1.1

13.0

5.5

22.3

1.1

6.0

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10. ) ( 10. ) ( 10. ) (Min.) Subtot Subtot

IV-GM2 253 28.2 20.3 7.9

GULF MANOR OUTLET IV-GM3 00300 13.8 13.8 0.0

IV-GM3 00301 29.7 18.7 10.9

ALOA MAR OUTLET (San Ramon Condo) IV-GM4 00400 24.3 24.3 0.0

IV-GM4 00401 36.2 20.5 15.7

FLAMINGO DITCH OUTLET IV-GM5 00500 50.8 26.3 24.5

IV-GM5 501 0.0 0.0 0.0

IV-GM5 511 53.2 37.9 15.3

IV-GM5 514 44.5 35.2 9.3

IV-GM5 502 0.0 0.0 0.0

IV-GM5 00510 25.1 23.0 2.1

IV-GM5 512 0.0 0.0 0.0

IV-GM5 513 33.0 32.2 0.8

IV-GM5 515 41.4 30.0 11 .4

IV-GM5 516 34.2 32.2 2.0

IV-GM5 520 26.4 24.4 2.0

IV-GM5 521 0.0 0.0 0.0

IV-GM5 522 0.0 0.0 0.0

IV-GM5 00530 57.4 33.1 24.3

IV-GM5 531 44.1 22.3 21 .7

IV-GM5 532 18.6 14.1 4.4

IV-GM5 533 25.2 16.4 8.9

IV-GM5 534 15.2 13.5 1.7

IV-GM5 535 18.5 18.5 0.0

IV-GM5 536 15.7 15.7 0.0

IV-GM5 537 23.5 23.5 0.0

• IV-GM5 538 12.6 12.6 0.0

Page 2 of 6

• OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10 . ) ( 10.) ( ID.) (Min.) Subtot Subtot

IV-GM5 539 13.2 13.2 0.0

IV-GM5 540 11.8 11.8 0.0

IV-GM5 541 57.3 48.8 8.5

IV-GM5 542 14.3 14.3 0.0

IV-GM5 543 48.8 37.8 11.0

IV-GM5 544 4.7 4.7 0.0

IV-GM5 545 39.1 32.7 6.4

IV-GM5 546 39.7 33.1 6.6

IV-GM5 547 37.5 35.2 2.3

IV-GM5 00550 0.0 0.0 0.0

IV-GM5 00560 34.1 34.1 0.0

IV-GM5 561 40.7 36.5 4.2

IV-GM5 562 34.6 18.6 16.1

IV-GM5 563 27.2 26.4 0.7

IV-GM5 564 6.2 5.7 0.5

IV-GM5 565 3.5 3.5 0.0

IV-GM5 00570 0.0 0.0 0.0

IV·GM5 571 32.8 21.8 11.0

IV·GM5 572 0.0 0.0 0.0

IV-GM5 573 46.5 46.5 0.0

IV-GM5 574 35.7 20.9 14.8

IV-GM5 575 27.9 3.9 23.9

IV-GM5 576 10.8 8.9 1.9

IV-GM5 577 0.0 0.0 0.0

IV-GM5 00580 8.9 4.4 4.5

IV-GM5 581 0.0 0.0 0.0

IV-GM5 582 0.0 0.0 0.0

IV·GM5 583 8.0 6.2 1.9

IV·GM5 584 8.0 6.2 1.9

IV-GM5 585 8.0 6.2 1.9

Page 3 of 6

• OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( ID.) ( ID.) ( ID.) (Min.) Subtot Subtot

IV-GM5 586 8.0 6.2 1.9

SPADARO DRIVE OUTLET IV-GM6 00600 14.8 14.8 0.0

IV-GM6 00601 71.8 46.5 25.3

DARLING DRIVE OUTLET (Golden Beach Condo) IV-GM7 00700 14.8 14.8 0.0

IV-GM7 00701 72.4 54.7 17.7

DEERTOWN GULLY OUTLET IV-GM8 00800 0.0 0.0 0.0

IV-GM8 801 46.0 33.1 12.9

IV-GM8 802 0.0 0.0 0.0

IV-GM8 811 76.5 76.5 0.0

IV-GM8 812 27.0 27.0 0.0

IV-GM8 8121 43.7 43.7 0.0

IV-GM8 8122 40.0 37.9 2.1

IV-GM8 813 40.0 37.9 2.1

IV-GM8 00820 0.0 0.0 0.0

IV-GM8 821 50.0 50.0 0.0

IV-GM8 822 0.0 0.0 0.0

IV-GM8 823 59.4 54.7 4.7

IV-GM8 824 0.0 0.0 0.0

IV-GM8 825 66.2 61.4 4.8

IV-GM8 826 34.8 13.4 21 .5

IV-GM8 827 57.5 24.0 33.5

IV-GM8 828 0.0 0.0 0.0

IV-GM8 829 314.4 38.2 276.1

IV-GM8 00830 43.1 38.9 4.2

IV-GM8 831 59.6 50.0 9.6

IV-GM8 832 46.7 37.9 8.8

Page 4 of 6

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( ID.) ( ID.) ( ID.) (Min.) Sublet Sublet

IV-GM8 833 13.8 13.8 0.0

IV-GM8 8331 0.0 0.0 0.0

IV-GM8 834 40.5 34.1 6.3

IV-GM8 835 72.7 61 .4 11.3

IV-GM8 8351 37.9 37.9 0.0

IV-GM8 00840 40.6 36.5 4.1

IV-GM8 841 45.3 17.4 27.9

IV-GM8 842 44.4 33.9 10.4

IV-GM8 843 56.3 33.9 22.3

IV-GM8 844 26.3 10.8 15.5

IV-GM8 845 28.9 12.6 16.3

IV-GM8 00850 35.8 28.7 7.1

IV-GM8 8511 0.0 0.0 0.0

IV·GM8 851 48.8 46.5 2.3

IV-GM8 8521 0.0 0.0 0.0

IV-GM8 852 31 .4 31 .4 0.0

IV-GM8 853 25.5 22.5 3.0

IV-GM8 8541 0.0 0.0 0.0

IV-GM8 854 4.7 4.7 0.0

IV-GM8 855 47.6 37.9 9.7

IV-GM8 00860 44.9 43.7 1.2

IV-GM8 861 35.3 33.1 2.1

IV-GM8 862 6.5 5.4 1.1

IV-GM8 863 0.0 0.0 0.0

IV-GM8 864 45.6 39.5 6.0

IV-GM8 865 12.8 5.1 7.7

IV-GM8 866 67.2 61.4 5.8

IV-GM8 867 61.1 54.7 6.5

IV-GM8 8671 0.0 0.0 0.0 • IV-GM8 868 47.0 43.7 3.3

Page 5 of 6

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( ID.) ( ID.) ( ID.) (Min.) Subtot Sub tot

IV-GM8 8681 25.5 25.5 0.0

IV-GM8 869 56.3 46.5 9.8

IV-GM8 8661 0.0 0.0 0.0

IV-GM8 00870 8.1 4.7 3.4

IV-GM8 8701 0.0 0.0 0.0

IV-GM8 871 31 .5 6.8 24.7

IV-GM8 00880 40.0 37.9 2.1

IV-GM8 881 1.2 1.2 0.0

IV-GM8 882 0.0 0.0 0.0

IV-GM8 883 39.5 39.5 0.0

IV-GM8 884 48.3 43.7 4.6

BEACH ROAD OUTLET (Sunset Drive) IV-GM9 00900 49.8 46.5 3.3

IV-GM9 00910 0.0 0.0 0.0

IV·GM9 00920 0.0 0.0 0.0

IV-GM9 00930 0.0 0.0 0.0

IV-GM9 00940 0.0 0.0 0.0

WEST VENICE AIRPORT OUTLET IV-GM10 01000 82.2 79.6 2.6

IV-GM10 01005 0.0 0.0 0.0

IV-GM10 01010 45.7 45.7 0.0

IV-GM10 01020 63.9 60.4 3.5

VENICE FISHING PIER OUTLET IV-GM11 01100 44.3 41 .8 2.5

Page 6 of 6

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"' tU t s.n ... tUS , ...

ltt[.t:T fLDW lftf.U fL.OW IIIUTFLDW st«f.TFLOW IH[f.TflOW I H£UflOW CONctHtltATl.D FUJW COHCtNT.Af[D H.OW COHCtHTRATf.D FUM' CXJHC(NlRAltDFLDW • _...,_ s--.aw1-... Cwltf¥.Wawt- er-swr1 ... ,. ..... ,MIIw.n w .... ..,. ·-I .,. ·-· ..,. A-M•~ .,.

~·~ ., . .... 1 ., . o.- .,. ........ ., . ...... ..,. - .,. .,.._

OUtfALL CIIIOUI' IUBIIAJII To ltiUTrL.OW c:oHaN11L\UD FL.OW oott oott ... 011 ... . ,. ... Oil •• •• 10 10 .. - ..- ..- ~ t ·.n U.EI non • t•.n u. n non • L•..rt u.n o.n ·L·-n \Kfl non • t •.f t u.n non " l "-11 lHfl DoD " L "·rt u. n non • t •.n UoD non • t •.n Ut £:1 non • t. •..rt u.n non

, ...... 1 ,.,.,..z ......... I --· · L·.n U1£l Qo [ l "l "·'' Uo[l Do [I · t ·.r• U. EI non " l ".ft U.EI Oo FI

IV.OMI ... 21.1 12.1 1U 0 0 • • 0 0 0 • • • 0 • uo " 11 0 0 • • ' ' 0 • • 0 0 0 • • • ... IS , ... , 110 1US 14.1

IV .OM I 001>0 IU 21.7 1.1 • 0 • • • I • I • • I I "' 11 11 • • • • I ' ' • ' I • • 0 ' ' ... II IS

IV-4MI .,,, ... ... 1.1

........ lSI .... .... :u ' ' ' ' • ' ' ' ' ' I ' "' 11.1 IU ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ... 11.1 IS

IV.QMI 1121 ... ... ... IV .OM I "' IIA IU •.. • • • • • • ' ' • • • ' ... ,, .. IU • • ' ' ' ' • ' ' • • • • ' • IV.OMI Ill JS.S .... ... • • • • • • • I • • 0 • "' IL4 IU • • 0 • ' ' ' • ' 0 0 0 • • • . .. 17.7 11.A

........ U41 ... ... .. IV4111 . .. .., .., ... ... IU IU ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I I ' IV.QMI Ill 47.1 ,,_. 1.1 ' • I I • I I • I • • • "' " " • • I I • I 0 • I I 0 I • I I "' II IS

IV .OM I ..... ... 1 . ., u • • 0 • • I I • • • • • ... IU " • • • I ' • • • I 0 • • • • • 140 II " ... II IU

IY4MI Ill .... U t %.1 • • • • • • • • • • • • ... IU 11 • • • • • • • • ' • • • • • • "' IS 14.1

........ "' u ... 1.1 "' " ILT I ll IU I U • ' • • • • ' ' ' ' • • ' ' ' • • ' ' • ' • ' • .. I U . ...

........ ... ... 1.1 1.1 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' IV .aMI ... Ul .... ... ' • ' ' • ' ' ' ' ' • ' "' 11.1 " ' ' • ' ' ' ' ' ' ' ' ' • ' ' ... " IU

IV.QMI 101 IU S.l 1.1 ... 11A , ... • • • ' I • • • ' • • • • • • ' • ' I • ' • • • • ' ' ... 11.1 IU w IU I U 11

IV .OM I ... .... IU u • 0 • • 0 • • • • 0 0 • ... ,,, 11 0 0 • • • • • • • 0 0 0 • • • ... 11 IS

IV.OMI 107 11.1 ... 1 ... • 0 • • • • • • • • • • ... 11.1 11.1 • • • ' • ' ' • • • • • • • • ... 11.% I U

IV.0¥1 "" ... ... 1.1

........ ... .... U1 1.) ' • ' ' ' ' ' ' ' ' ' ' "' " IU ' ' ' ' ' ' ' • ' ' ' ' • ' ' ... IU 11.1

........ "'' .... .... ... ISS " tr.U ' • ' ' ' ' • ' • ISO IU " • • • ' ' ' • • ' 0 • • 0 ' • IY.OMI Ill .... .... ... 0 0 • • 0 • • • ' • 0 • ... 11.1 " • • • • • • • 0 • 0 0 0 0 • • ... II 17.7

IV.OMI ... I ... 1.0 ... IV .OM I ..... I. I .., ... ... IO.S 17,, ' • • • I ' ' • • • ' • ' ' ' ' ' ' ' • • ' • I • ' I "' 11.1 IS

rv.-1 ,,., ... ... 1.1

rv.-1 "' .... 1.1 %1.1 ... IU ILl I I ' ' I ' I I ' I I ' I ' ' I ' ' ' ' ' ' ' ' ' ' ' 701 11.1 11.1

IV.OMI ..... .... J7.1 ~I • • • • ' • • ' ' • • • ... " " ' ' ' ' ' • ' • • ' ' ' • ' • ... II II

IV.OMI Ill u u ..• I ll " 11.1 ' • • • • ' ' • • • ' • ' ' • ' • ' ' • 0 • ' ' • • • rv.-1 ... ... ... ... • rv.-1 ... .... .... ... ' ' ' ' ' ' ' ' ' ' ' ' "' 11.1 11 ' ' ' ' ' ' ' ' • ' ' ' ' ' ' rv.-1 ... .... 411 ... ' ' ' ' ' ' ' ' ' ' ' ' "' 11.1 11.1 ' ' ' ' ' ' ' ' ' ' ' ' ' ' '

"' 11 It

"' 11.1 11.4

Dt.ACU !!tOAD OUTLET IIYM•I Drtw•l IV.OMt ..... .... .... u • • • ' • 0 • • • • • 0 ... .... .... • • • ' ' • ' • • • • • • • • ... U.l .. ... .. II

rv.-1 ..... ... ... ... rv.-1 "'" ... ... 0.1

rv.-1 ...,. ... ... ... • I ' ' I ' ' ' ' ' ' ' • ' ' ' ' • • • • • ' • • ' ' ' • ' IV4Ut ..... ... ... ... ' • ' ' ' ' • ' ' • ' • • ' • ' ' • ' ' ' ' • ' • • • • • •

WUTW.MCI!Ait~TOUTL.ff IY.OU11 ..... IU 11.1 ... • • • • • • • • • • • • • • • ... 11.1 IU • • • ' • • • • • • • • ... IU .. . IV..QMII . , .. , ... ... ... IV.QMII ltltl 45.1 411 ... ' ' ' ' ' ' ' ' ' ' ' • • ' • ... IU u ' ' ' ' ' ' ' • ' • ' ' IV.QM1t ltllO ..... .... ... ' • ' ' ' ' ' • ' • ' ' • • • ... IU 11 • ' • ' ' ' • ' ' • • • "' IS

Yl.HICE FtiUIHO P\[R OUTLET IV..OM I I 11100 .... .... u • • • • • • • • • • • • • • • ... ' 1 • • • • • • • • • • • • 240 u

•

•

•

Project Title : Subject :

STORMWATER BASIN MASTER PLAN ISLAND OF VENICE INTRA-COASTAL WATERWAY OUTFALLS

Date : BASIN/SUBBASIN TIME OF CONCENTRATION PARAMETERS

10/27/2005 File : C:\ISLE_ VEN_ICW.xls

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10 .) ( 10 .) ( 10. ) (Min . ) Subtot Subtot

TAMPA AVENUE EAST OUTLET IV-IC20 02000 7.1 4.0 3.0

IV-JC20 02010 2.5 2.5 0.0

VENICE AVENUE WEST OUTLET IV-IC21 02100 0.0 0.0 0.0

IV-IC21 02110 0.0 0.0 0.0

IV-IC21 02120 0.0 0.0 0.0

IV-IC21 02130 0.0 0.0 0.0

IV-IC21 02140 0.0 0.0 0.0

IV-IC21 02150 0.0 0.0 0.0

IV-JC21 02160 0.0 0.0 0.0

IV-IC21 02170 0.0 0.0 0.0

VENICE HIGH SCHOOL OUTLET IV-IC22 2201 26.3 26.3 0.0

IV-IC22 2202 30.0 30.0 0.0

IV-IC22 2203 34.0 26.7 7.3

IV-IC22 02200 60.7 50.0 10.7

IV-IC22 02210 0.0 0.0 0.0

IV-IC22 02220 2.4 2.4 0.0

IV-IC22 2221 5.9 4.9 1.1

IV-IC22 2222 2.4 2.4 0.0

IV-IC22 2223 0.0 0.0 0.0

JV-IC22 02230 0.0 0.0 0.0

Page 1 of 6

• OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( ID. ) ( ID. ) ( ID. ) (Min. ) Subtot Subtot

IV-IC22 2231 16.8 8.9 7.9

IV-IC22 02240 4.0 4.0 0.0

IV-IC22 02250 25.5 25.5 0.0

IV-IC22 2251 0.0 0.0 0.0

IV-IC22 2252 17.7 17.7 0.0

IV-IC22 2253 0.0 0.0 0.0

IV-IC22 2254 5.4 5.4 0.0

IV-IC22 02260 0.0 0.0 0.0

IV-IC22 2261 5.2 5.2 0.0

IV-IC22 02270 5.0 5.0 0.0

IV-IC22 2271 0.0 0.0 0.0

IV-IC22 2272 0.0 0.0 0.0

IV-IC22 2273 0.0 0.0 0.0

• IV-IC22 2274 0.0 0.0 0.0

IV-IC22 02280 21 .5 17.2 4.3

IV-IC22 2281 21 .9 17.7 4 .3

IV-IC22 2282 31 .5 24.4 7.2

NEW IV-IC22 2282B 0.0 0.0 0.0

IV-IC22 2283 11 .9 5.1 6.7

IV-IC22 2284 17.0 12.7 4 .4

IV-IC22 02290 0.0 0.0 0.0

IV-IC22 2291 0.0 0.0 0.0

IV-IC22 2292 0.0 0.0 0 .0

IV-IC22 2293 0.0 0.0 0 .0

IV-IC22 2294 0.0 0.0 0.0

IV-IC22 2295 0.0 0.0 0.0

IV-IC22 2296 0.0 0.0 0.0

IV-IC22 2297 0.0 0.0 0.0

Page 2 of6

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10. ) ( 10.) ( 10. ) (Min. ) Subtot Sub tot

IV-IC22 2298 0.0 0.0 0.0

IV-IC22 2299 0.0 0.0 0.0

INDUSTRIAL AREA OUTLET IV-IC23 02300 0.0 0.0 0.0

IV-IC23 02310 0.0 0.0 0.0

IV-IC23 02320 0.0 0.0 0.0

IV-IC23 02330 0.0 0.0 0.0

IV-IC23 02340 0.0 0.0 0.0

IV-IC23 02350 0.0 0.0 0.0

IV-IC23 02360 0.0 0.0 0.0

IV-IC23 02370 0.0 0.0 0.0

IV-IC23 02380 0.0 0.0 0.0

IV-IC23 02390 0.0 0.0 0.0

COUNTRY CLUB ESTATES MHP OUTLET IV-IC24 02400 16.5 13.4 3.1

IV-IC24 02410 0.0 0.0 0 .0

IV-IC24 2411 33.6 14.3 19.3

IV-IC24 2412 22.8 12.3 10.5

IV-IC24 02420 0.0 0.0 0.0

IV-IC24 02425 17.2 12.7 4.6

JV-IC24 02430 26.0 15.6 10.4

IV-IC24 2431 22.6 12.0 10.6

IV-IC24 02440 31 .6 14.7 16.9

IV-IC24 2441 26.4 21 .0 5.4

IV-IC24 2442 21 .9 17.8 4 .1

W.C.I.N.D. NORTH OUTLET IV-IC25 02500 87.6 87.6 0.0

Page 3 of 6

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10.) ( 10.) ( 10. ) (Min. ) Subtot Subtot

IV-IC25 02510 2.5 2.5 0.0

IV-IC25 2511 0.0 0.0 0.0

IV-IC25 2512 13.4 11.4 2.0

IV-IC25 2513 22.7 14.6 8.1

IV-IC25 2514 0.0 0 .0 0.0

IV-IC25 02520 59.4 35.2 24.2

IV-IC25 2521 34.9 34.9 0.0

IV-IC25 2522 4.3 4.3 0.0

W.C.I.N.D. SOUTH OUTLET IV-IC26 02600 61 .7 61.7 0.0

IV-IC26 02610 2.6 0.0 2.6

U.S. HWY. 41 SOUTH OUTLET IV-IC27 02700 0.0 0.0 0.0

IV-IC27 2701 0.0 0.0 0 .0

IV-IC27 2702 0.0 0.0 0 .0

IV-IC27 2703 0.0 0.0 0.0

IV-IC27 2704 0.0 0.0 0.0

IV-IC27 02710 0.0 0.0 0.0

IV-IC27 2711A 0.0 0.0 0.0

IV-IC27 2711 0.0 0.0 0.0

IV-IC27 2712 0.0 0.0 0.0

IV-IC27 2716 0.0 0.0 0.0

IV-IC27 2717 0.0 0.0 0.0

IV-IC27 2718 0.0 0.0 0.0

IV-IC27 2719A 0.0 0 .0 0.0

IV-IC27 2719 0.0 0.0 0.0

IV-IC27 02720 0.0 0.0 0.0

IV-IC27 2721 0.0 0.0 0.0

Page 4 of6

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( ID. ) ( ID. ) ( ID.) (Min.) Subtot Sub tot

IV-IC27 2722 0.0 0.0 0.0

IV-IC27 2721A 0.0 0.0 0.0

IV-IC27 2722B 0.0 0.0 0.0

IV-IC27 2723 0.0 0.0 0.0

IV-IC27 2724 0.0 0.0 0.0

IV-IC27 2725 0.0 0.0 0.0

IV-IC27 2726 0.0 0.0 0.0

IV-IC27 2727 0.0 0.0 0.0

IV-IC27 2728 0.0 0.0 0.0

IV-IC27 2729 0.0 0.0 0.0

IV-IC27 02730 0.0 0.0 0.0

IV-IC27 2731 0.0 0.0 0.0

IV-IC27 2732 0.0 0.0 0.0

IV-IC27 02740 0.0 0.0 0.0

IV-IC27 2741 0.0 0.0 0.0

IV-IC27 2742 0.0 0.0 0.0

IV-IC27 2743 0.0 0.0 0.0

IV-IC27 02750 0.0 0.0 0.0

IV-IC27 2751 0.0 0.0 0.0

IV-IC27 2752 0.0 0.0 0.0

IV-IC27 2753 0.0 0.0 0.0

IV-IC27 2754 0.0 0.0 0.0

IV-IC27 2755 0.0 0.0 0.0

IV-IC27 02760 0.0 0.0 0.0

IV-IC27 2761 0.0 0.0 0.0

IV-IC27 02770 0.0 0.0 0.0

IV-IC27 2771 0.0 0.0 0.0

Page 5 of 6

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10 . ) ( 10. ) ( 10.) (Min.) Subtot Subtot

IV-IC27 2772 0.0 0.0 0.0

IV-IC27 02780 0.0 0 .0 0.0

IV-IC27 2781 0.0 0.0 0.0

IV-IC27 2782 0.0 0.0 0.0

IV-IC27 2783 0.0 0 .0 0.0

IV-IC27 02790 0.0 0 .0 0.0

IV-IC27 2792 0.0 0.0 0.0

IV-IC27 2793 0.0 0 .0 0.0

EAST VENICE AIRPORT OUTLET IV-IC28 02800 54.1 44.6 9.4

IV-IC28 02810 66.9 55.2 11.7

IV-IC28 02830 59.4 44.6 14.8

• IV-IC28 02850 50.0 46.9 3.1

IV-IC28 02860 56.4 48.3 8.2

SOUTH WEST VENICE AIRPORT OUTLET (Red Lake) IV-IC29 02900 0.0 0.0 0.0

IV-IC29 02910 35.6 35.6 0.0

IV-IC29 02911 35.6 35.6 0.0

IV-IC29 02920 41 .3 24.4 16.9

IV-IC29 02930 51.1 41 .8 9.2

IV-IC29 02931 54.1 46.9 7.2

IV-IC29 02940 25.7 25.7 0.0

IV-IC29 02950 41 .1 38.9 2.2

IV-IC29 02960 65.3 55.2 10.1

IV-IC29 02970 83.9 72.8 11 .1

IV-IC29 02980 63.5 60.4 3.2

Page 6 of6

•

•

•

Projoct Tltlo : Subjocl :

STORMWATER BASIN MASTER PLAN ISLAND OF VENICE INTRA-COASTAL WATERWAY OUTFALLS

Dalo : BASIN/SUBBASIN TIME OF CONCENTRATION PARAMETERS

1012712005 Fllo : C:USLE_VEN_ICW.xls

OUTFALL GROUP SUBBASIN JID. ) (IO.J _(IO.J

TAMPA AVENUE EAST OUTLET IV·IC20 02000

IV~C20 02010

VENICE AVENUE WEST OUTLET IV~C21 02100

IV~C21 02110

IV·IC21 02120

IV~C21 02130

IV~C21 02140

IV-IC21 02150

IV-IC21 02160

IV~C21 02170

VENICE HIGH SCHOOL OUTLET IV~C22 2201

IV~C22 2202

IV~C22 2203

IV~C22 02200

IV·IC22 02210

IV·IC22 02220

IV-IC22 2221

IV~C22 2222

IV-IC22 2223

IV·IC22 02230

IV·IC22 2231

IV~C22 02240

IV-IC22 02250

IV~C22 2251

IV~C22 2252

IV~C22 2253

IV-IC22 2254

IV-IC22 02260

IV~C22 2261

IV~C22 02270

IV-IC22 2271

IV-IC22 2272

IV-IC22 2273

IV~C22 2274

IV~C22 02280

IV~C22 2281

IV·IC22 2282

Tc (Min. )

7.1

2.5

0.0

0.0

0.0

o.o

0.0

0.0

o.o

0.0

26.3

30.0

34.0

60.7

o.o

2.4

2.4

0.0

0.0

16.8

4.0

25.5

0.0

17.7

0.0

5.4

0.0

5.2

5.0

o.o

0.0

0.0

o.o

21.5

21.0

31.5

SHEET FLOW Sublol

4.0

2.5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

26.3

30.0

26.7

50.0

0.0

2.4

4.0 .

2.4

0.0

0.0

8.8

4.0

25.5

0.0

17.7

0.0

5.4

0.0

5.2

5.0

0.0

0.0

0.0

0.0

17.2

17.7

24.4

CONCENTRATED FLOW Sublet

3.0

0,0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

7.3

10.7

0.0

0.0

1.1

0.0

0.0

0.0

7.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

4.3

4.3

7.2

SHEET FLOW Smooth Surfacos

·n· Pavomonl 1 0.011

• L · -Fl. Us El.

175 13

240 13

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0

0

200 15.5

300 16

250 17.3

300 17

240 17.2

0 0

0

250 13.1

240 13.4

250 14.8

0 0

0 0

160 16

130 14.8

120 18.4

OsEI.

10.4

10.5

0

0

0

0

0

0

0

0

14

15.1

14.3

16.8

16.45

0

0

12.7

13

14.3

0

0

15.7

14.65

16.2

SHEET FLOW Smooth Surfaces

·n· Pavomonl2 0.011

• L "·Fl. Us EI.

125 10.4

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0

0 0

0 0

0 0

0 0

0 0

0

Os El.

10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

SHEET FLOW Grass Surfacos

·n· Short 0.15

• L "·Fl. Us El.

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

300 13.8

300 15.5

300 20.4

300 13.8

0

0 0

0

0

0 0

200 13.7

0 0

0 0

0

0 0

0 0

0 0

140 18.3

170 17

180 17.3

·n· Don so 0.24

OsEI. • L "·Fl. UsEI.

0

0

0 0 0

0 0 0

0 0

0 0

0 0 0

0 0

11.3 0

13.7 0

18 0

13.3 0

0 0 0

0 0 0

0 0

0 0 0

0 0 0

12.0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

17 0 0

14.8 0 0

16.4 0 0

Pago 1 ol4

OsEI.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

·n· 0.41

"L "·Fl.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Bom1uda

Us El. Ds El.

0

0

0

0 0

0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

CONCENTRATED FLOW CONCENTRATED FLOW CONCENTRATED FLOW CONCENTRATED FLOW

Pavod 1 Pavod2 Unpavod 1 Unpaved2

"L "·Fl. Us El. Ds El. • L "·Fl. UsEI. DsEI. "L "·Fl. Us El. Os El • L "·Fl. Us El. OsEI.

230 10 0.1 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 600 18 13.7 0 0 0

0 0 0 0 0 0 400 13.3 12.7 0 0

0 0 0 0 0 0 0 0 0 0 0

100 15.1 14.5 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

550 16.8 15 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

300 15.7 14.7 0 0 0 0 0 0 0 0 0

160 14.65 14.5 0 0 0 0 0 0 0 0 0

525 16.2 14.3 0 0 0 0 0 0 0 0

•

•

•

OUTFAll (10. )

NEW

GROUP (10. )

IV~C22

IV~C22

IV~C22

IV~C22

IV~C22

IV~C22

IV-IC22

IV·IC22

IV~C22

IV-IC22

IV~C22

IV-IC22

IV-IC22

INDUSTRIAL AREA OUTLET IV·IC23

IV·IC23

IV~C23

IV~C23

IV-IC23

IV~C23

IV·IC23

IV-IC23

IV~C23

IV-IC23

SUBBASIN (10.)

2282B

2283

2284

02280

2281

2282

2283

2284

2285

2286

2287

2288

2288

02300

02310

02320

02330

02340

02350

02360

02370

02380

02380

COUNTRY CLUB ESTATES MHP OUTLET IV-IC24 02400

IV-IC24

IV~C24

IV·IC24

IV~C24

IV~C24

IV-IC24

IV-IC24

IV·IC24

IV·IC24

IV·IC24

W.C.I.N.D. NORTH OUTLET IV-IC25

IV-IC25

IV-IC25

IV·IC25

IV-IC25

IV-IC25

02410

2411

2412

02420

02425

02430

2431

02440

2441

2442

02500

02510

2511

2512

2513

2514

Tc (Min. )

0.0

1U

17.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

16.5

0.0

33.8

22.8

0.0

17.2

2S.O

22.6

"31.6

26.4

2U

87.6

2.5

0.0

13.4

22.7

0.0

SHEET FLOW Sutltot

0.0

5.1

12.7

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

13.4

0.0

14.3

12.3

0.0

12.7

15.6

12.0

14.7

21.0

17.8

87.6

2.5

0.0

11.4

14.6

0.0

CONCENTRATED FLOW Sutllot

0.0

6.7

4.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

o.o

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

3.1

0.0

18.3

10.5

0.0

4.6

10.4

10.6

16.8

5.4

4.1

0.0

0.0

0.0

2.0

8.1

0.0

SHEET FLOW Smooth Surfacos

·n· Pavomont 1 0.011

• l • -Ft. Us El. Os El.

300 17.5 16.7

240 16.8 16.3

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

185 18.35 15.85

180 16.6 16.3

235 18.6 18.4

0 0 0

220 16.8 18.75

200 16.5 111.3

225 16.8 16.3

185 16.6 16.4

210 16.3 15.8

210 17.5 16.7

0 0 0

0 0 0

215 18.65 15.58

215 17.23 17.05

SHEET FLOW SHEET FLOW Smooth Surfaces Gran Surfacos

·n· Pavcmont2 ·n· Short 0~11 ~15

• l • -Ft Us El. Os El. • l "·Fl. Us El.

0 0 0

0 0 0 60 17.2

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0

0 0 0 105 17.5

0 0 0 110 18

0 0 0 65 17.8

0 0 0 0 0

0 0 0 80 18

0 0 0 100 17.5

0 0 0 75 17.8

0 0 0 105 18

0 0 0 80 16.5

0 0 0 80 17.8

0 0 0 0

0 0 60 17.5

0 0 0 85 17.8

0 0 0 85 18.23

CONCENTRATED FLOW CONCENTRATED FLOW CONCENTRATED FLOW CONCENTRATED FLOW

•n· Oonso •n· Bermuda Pavod 1 Pavod 2 Unpavod 1 Unpaved2 0 .24 0.41

Os El. • l "-FI Us El. OsEI. • L" -Ft. Us El. OsEI. "l"·Fl. Us El. Os El. "l"-Ft. Us EI. Os Et. • L" -Fl. Us El. Os El. • l "·Fl. Us El. Os El.

0 0 0 0 0 0 300 16.7 16.3 0 0 0 0 0 0 0 0

16.8 0 0 0 0 0 0 225 16.3 15.8 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

16.35 0 0 0 0 0 0 115 15.65 14.5 175 14.5 13.7 0 0 0 0 0 0

16.6 0 0 0 0 0 0 480 16.3 16.1 0 0 0 0 0 0 0 0

16.6 0 0 0 0 0 0 320 16.4 18.2 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

16.8 0 0 0 0 0 0 320 16.75 15.7 0 0 0 0 0 0 0 0 0

111.5 0 0 0 0 0 560 16.3 15.2 0 0 0 0 0 0 0 0 0

16.6 0 0 0 0 0 0 615 16.3 14.11 0 0 0 0 0 0 0 0 0

16.6 0 0 0 0 0 0 360 16.4 15.4 700 15.4 13.6 0 0 0 0 0 0

16.3 0 0 0 0 0 0 400 15.8 14.3 0 0 0 0 0 0 0 0

17.5 0 0 0 0 0 0 320 16.7 15.4 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

18.8 0 0 0 0 0 160 15.58 14.11 0 0 0 0 0 0 0 0

17.23 0 0 0 0 0 0 520 17.05 15.6 0 0 0 0 0 0 0 0

, __

Pago 2 of4

•

•

•

OUTFALL ( 10 . )

GROUP ( 10. )

IV-IC25

IV-IC25

IV-IC25

SUBBASIN (10. )

02520

2521

2522

W.C.I.N.D. SOUTH OUTLET IV·IC2& 02600

IV·IC28 02610

U.S. HWY. 41 SOUTH OUTLET IV-IC27 02700

IV-IC27 2701

IV-IC27 2702

IV-IC27 2703

IV·IC27 2704

IV-IC27 02710

IV-IC27 2711A

IV-IC27 2711

IV-IC27 2712

tV·IC27 2716

tV·IC27 2717

tV·tC27 2718

tV-IC27 27111A

IV-IC27 27111

tV-lC27 02720

tV-IC27 2721

tV·IC27 2722

tV-lC27 2721A

tV-IC27 2722B

tV-IC27 2723

tV-IC27 2724

tV-IC27 2725

tV· IC27 2726

tV·IC27 2727

tV-IC27 2728

tV-IC27 27211

tV-IC27 02730

tV-IC27 2731

tV-IC27 2732

tV-lC27 02740

tV-lC27 2741

tV-IC27 2742

tV-lC27 2743

IV-IC27 02750

tV-lC27 2751

tV-IC27 2752

Tc (Min. )

511.4

4.3

61.7

2.6

0.0

0.0

0.0

0.0

0.0

o.o

0.0

0.0

0.0

0,0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0,0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

o.o

SHEET FLOW Sublet

35.2

34.9

4.3

61.7

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

CONCENTRATED FLOW Subtol 24.2

0.0

0.0

o.o

2.8

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

o.o

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

o.o

0.0

o.o

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

SHEET FLOW Smooth Surfacoa

·n· Pavement 1 0.011

• L "· Fl. Us El.

0 0

0 0

250 15.2

0

0 0

0 0

0 0

0

0 0

0 0

0 0

0 0

0

0 0

0 0

0 0

0 0

0

0 0

0 0

0 0

0 0

0 0

0 0

OsEI.

0

0

14.5

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

SHEET FLOW Smooth Surfacoa

"n" Pavomont2 0.011

• L "·Fl. Us El.

0 0

0 0

0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

DsEt.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

SHEET FLOW Graaa Surfacoa

"n" Short 0.15

" L "·Fl. Us El.

300 111.2

260 15.3

0 0

0

0

0 0

0 0

0 0

0 0

0 0

0 0

0

0 0

0 0

0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Os El.

18

14.5

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

•n· 0.24

" L "·Fl.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 3of4

Dense

Us El. Os El.

0 0

0 0

0

0

0

0

0

0

0 0

0 0

0

0

0

0 0

0 0

0 0

0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

·n· 0 .41

"L "·Fl.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

CONCENTRATED FLOW

Bonnuda Pavod 1

Us EI OsEI. "L "·Fl. Us El. Ds El.

0 1450 18 14.5

0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 300 111 18.3

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0 0

0 0 0 0

CONCENTRATED FLOW CONCENTRATED FLOW CONCENTRATED FLOW

Pavod 2 Unpavod 1 Unpavod 2

"L "·Fl. Us El. DsEI. "L "·Fl. Us El. Os El. " L "·Fl. Us El. Os El.

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0

SHEET FLOW SHEET FLOW SHEET FLOW CONCENTRATED FLOW CONCENTRATED FLOW CONCENTRATED FLOW CONCENTRATED FLOW • Smooth Sorfacos Smooth Surfaces Grass Surfacos ·n· Pavement t ·n· Pavomont2 ·n· Short ·n· Don so ·n· Bermuda Paved 1 Pavod 2 Unpavod 1 Unpavad2

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW O.Ot t O.Ott 0 .15 0.24 0.4t ( 10 . ) ( 10 . ) ( 10 . ) (Min. ) Sublet Subtot • L "·Fl. Us Et. Os El. • L "·FI Us Et. Os Et. • L "·Fl. Us Et. Os El. • L "·Ft. Us Et. Os Et. • L "·Ft. Us El. OsEt. " L "·Ft. Us El. Os Et. • L "·Fl. Us EI. Os El. • L "·Fl. Us El. Os El. " L "·Ft. Us Et. Os El.

IV~C27 2753 D.D D.D D.D D D D D D D D D D D D D D 0 D D D 0 D D 0 D D 0 0 D 0

IV~C27 2754 0.0 0.0 0.0

IV~C27 2755 0.0 O.D 0.0 D 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0

IV~C27 02760 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 2761 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 02770 0.0 0.0 0.0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 2771 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 D

IV~C27 2772 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 02780 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 D 0 0 0 0

IV~C27 2781 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 2782 0.0 0.0 0.0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 2783 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 02780 0.0 0.0 0.0 0 D 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 2782 0.0 o.o 0.0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C27 2783 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

EAST VENICE AIRPORT OUTLET IV·IC28 02800 54.1 44.6 8.4 0 0 0 0 0 0 0 D 0 300 18.3 16.6 0 0 0 0 0 0 0 0 0 600 16.6 14 0 0 0

IV~C28 02810 66.8 55.2 11.7 0 0 0 0 0 0 0 0 0 300 18 17 0 0 0 0 0 0 0 0 0 BOD 17 13 D 0 0

IV~C28 02830 58.4 44.6 14.8 0 0 0 0 0 D 0 0 0 300 20.7 18 0 0 0 0 0 0 0 0 0 500 18 18.2 220 18.2 15 • IV~C28 02850 50.0 48.8 3.1 0 0 0 0 0 0 0 0 0 300 24.5 23 0 0 0 0 0 0 0 0 0 300 23 20 0 0 0

IV~C28 02860 58.4 48.3 8.2 0 0 0 0 0 0 0 0 0 300 17.4 18 0 0 0 0 0 0 0 0 0 500 16 14 0 0 0

SOUTH WEST VENICE AIRPORT OUTLET (Red Lake) IV·IC28 02800 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 D D 0 0 0 0 0 0 0

IV·IC28 02810 35.6 35.6 0.0 0 0 0 0 0 0 0 D 0 300 7 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C28 02811 35.6 35.6 0.0 0 0 0 0 0 0 0 0 0 300 7 4 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0

IV~C28 02820 41.3 24.4 16.8 0 0 0 0 0 0 300 7 4 0 0 0 0 0 0 0 0 0 0 0 0 1150 11 5.3 0 0 0

IV~C28 02830 51.1 41.8 8.2 0 0 0 0 0 0 0 0 0 300 15 13 0 0 0 0 0 0 0 0 0 350 13 12 325 12 6

IV~C28 02831 54.1 46.8 7.2 0 0 0 0 0 0 0 0 0 300 15.5 14 0 0 0 0 0 0 0 0 0 280 14 13 200 13 11

IV~C28 02840 25.7 25.7 0.0 0 0 0 0 0 0 0 0 0 200 15 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV~C28 02850 41.1 38.8 2.2 D 0 0 0 0 0 0 0 0 300 16.6 14.2 0 0 0 0 0 0 0 0 0 175 14.2 13 0 0 0

IV~C28 02860 85.3 55.2 10.1 0 0 0 0 0 0 0 0 0 300 15.1 14.1 0 0 0 0 0 0 0 0 0 500 14.1 10 500 10 3

IV~C28 02870 83.9 72.8 11.1 0 0 0 0 0 0 0 0 0 300 15 14.5 0 0 0 0 0 0 0 0 0 300 14.5 14 450 14 8

IV~C28 02880 63.5 60.4 3.2 0 0 0 0 0 0 0 0 0 300 15.5 14.7 0 0 0 · - 0 0 0 0 0 0 400 14.7 8 0 0 0

• Pago 4 of 4

• Project Title : Subject :

Date : File :

OUTFALL GROUP ( 10. ) ( 10. )

THE ESPLANADE OUTLET IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

• IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

IV-RB12

• LAGUNA OUTLET IV-RB13

STORMWATER BASIN MASTER PLAN ISLAND OF VENICE ROBERTS BAY OUTFALLS BASIN/SUBBASIN TIME OF CONCENTRATION PARAMETERS

10/27/2005 C:\ISLR_ VEN_RB.xls

SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10. ) (Min.) Subtot Subtot

01200 0.0 0.0 0.0

1201 20.9 6.8 14.0

1202 49.2 28.9 20.3

1203 0.0 0.0 0.0

1204 41.8 41.8 0.0

01220 1.7 1.7 0.0

1221 10.2 9.1 1.1

1222 9.1 9.1 0.0

1223 1.3 1.3 0.0

1224 1.2 1.2 0.0

1225 5.0 3.8 1.2

1226 1.9 1.9 0.0

1227 4.0 4.0 0.0

1228 5.4 5.4 0.0

1229 5.4 5.4 0.0

01230 2.3 2.3 0.0

1231 0.0 0.0 0.0

1232 10.6 6.6 4.0

1233 16.3 10.0 6.3

1234 65.4 54.7 10.7

01300 42.7 38.3 4.4

Page 1 of 5

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10. ) ( 10.) ( 10.) (Min.) Subtot Subtot

OSPREY STREET OUTLET IV-RB14 01400 35.2 25.9 9.3

IV-RB14 1401 48.3 41 .4 6.8

IV-RB14 1402 0.0 0.0 0.0

IV-RB14 1403 74.7 61.4 13.3

IV-RB14 01410 77.3 72.2 5.1

IV-RB14 1411 34.3 34.3 0.0

IV-RB14 1412 0.0 0.0 0.0

IV-RB14 1413 26.9 24.4 2.5

IV-RB14 1414 4.7 4.7 0.0

IV-RB14 1415 21.2 18.8 2.4

IV-RB14 1416 29.4 23.8 5.6

• IV-RB14 1417 30.6 30.0 0.6

IV-RB14 01420 27.0 27.0 0.0

IV-RB14 1421 35.6 35.6 0.0

IV-RB14 1422 38.1 34.1 4.0

IV-RB14 01430 45.4 43.7 1.7

IV-RB14 1431 0.0 0.0 0.0

IV-RB14 1432 41.0 39.5 1.5

IV-RB14 1433 24.5 15.6 9.0

IV-RB14 01440 29.7 28.7 1.0

IV-RB14 1441 37.1 35.2 1.9

IV-RB14 1142

IV-RB14 01450 28.5 18.6 9.8

IV-RB14 1451 23.3 23.3 0.0

• IV-RB14 1452 22.4 18.3 4.1

Page 2 of 5

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( 10.) ( 10.) ( 10.) (Min.) Subtot Subtot

IV-RB14 1453 24.3 19.1 5.3

IV-RB14 1454 37.3 19.6 17.7

IV-RB14 01460 22.5 22.5 0.0

IV-RB14 1461 7.4 4.7 2.7

IV-RB14 1462 1.9 1.9 0.0

IV-RB14 1463 3.2 3.2 0.0

IV-RB14 1464 29.7 25.3 4.4

IV-RB14 1465 34.7 25.3 9.4

NORTH PARK BOULEVARD OUTLET IV-RB15 01500 45.2 28.7 16.4

IV-RB14 1501 0.0 0.0 0.0

IV-RB15 1502 53.5 46.5 7.0

IV-RB15 1503 39.4 39.4 0.0

IV-RB15 1504 32.9 28.7 4.2

IV-RB15 01510. 34.9 21.8 13.2

IV-RB15 01520 32.2 24.4 7.7

IV-RB15 01530 34.2 28.7 5.4

IV-RB15 1531 28.7 28.7 0.0

IV-RB15 1532 29.4 29.4 0.0

IV-RB15 01540 37.2 26.3 10.9

IV-RB15 1541 44.5 28.7 15.8

IV-RB15 01550 0.0 0.0 0.0

IV-RB15 1551 41.1 35.2 5.9

IV-RB15 1552 26.1 21.8 4.3

IV-RB15 1553 33.3 28.7 4.6

NORTH NASSAU OUTLET IV-RB16 01600 25.4 24.9 0.5

Page 3 of 5

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( ID. ) ( ID. ) ( ID. ) (Min. ) Sublet Sub tot

IV-RB16 1601 17.3 17.3 0.0

SANTA MARIA STREET OUTLET IV-RB17 01700 12.0 10.8 1.1

IV-RB17 1701 0.0 0.0 0.0

IV-RB17 01710 19.6 16.7 2.9

IV-RB17 1711 16.8 16.8 0.0

IV-RB17 1712 23.2 21 .8 1.4

IV-RB17 1713 32.0 28.7 3.3

IV-RB17 01720 7.2 3.8 3.4

IV-RB17 01730 9.0 3.6 5.5

IV-RB17 01740 13.2 5.7 7.4

IV-RB17 1741 0.0 0.0 0.0

IV-RB17 1742 4.3 4.3 0.0

IV-RB17 01750 10.1 8.9 1.2

IV-RB17 1751 6.3 5.6 0.7

IV-RB17 1752 18.6 18.6 0.0

IV-RB17 01760 14.5 13.7 0.9

IV-RB17 1761 20.3 20.3 0.0

IV-RB17 1762 9.9 9.9 0.0

IV-RB17 01770 11.9 10.6 1.3

NOKOMIS AVENUE OUTLET IV-RB18 01800 3.6 3.6 0.0

IV-RB18 01810 4.2 4.2 0.0

IV-RB18 01820 21 .5 15.6 5.9

IV-RB18 01830 2.2 2.2 0.0

• IV-RB18 01840 4.7 4.4 0.4

Page 4 of5

OUTFALL GROUP SUBBASIN Tc SHEET FLOW CONCENTRATED FLOW ( ID.) ( 10 . ) ( ID. ) (Min. ) Subtot Subtot

IV-RB18 01850 11 .1 4.5 6.6

IV-RB18 01860 21.5 16.6 4.9

IV-RB18 01870 2.8 2.8 0.0

JV-RB18 01880 15.3 9.7 5.6

U.S. HWY. 41 NORTH OUTLET IV-RB19 01900 0.0 0.0 0.0

IV-RB19 1901 0.0 0.0 0.0

IV-RB19 1902 0.0 0.0 0.0

IV-RB19 01910 0.0 0.0 0.0

IV-RB19 1911 0.0 0.0 0.0

IV-RB19 01920 0.0 0.0 0.0

IV-RB19 1921 0.0 0.0 0.0

IV-RB19 01930 0.0 0.0 0.0 • IV-RB19 1931 0.0 0.0 0.0

IV-RB19 1932 0.0 0.0 0.0

IV-RB19 01940 0.0 0.0 0.0

IV-RB19 1941 0.0 0.0 0.0

IV-RB19 01950 0.0 0.0 0.0

JV-RB19 1951 0.0 0.0 0.0

IV-RB19 1952 0.0 0.0 0.0

IV-RB19 1953 0.0 0.0 0.0

IV-RB19 1954 0.0 0.0 0.0

Page 5 of 5

•

•

D• : ... ' ITORMWATER GAliN MASTER PLAN IIL.AHOOF VEfrii iCE RODf:.-TIDAYOUTfALU DAIIHIIUDDAIIN TWIE OF CONCEHTRATIOfil PMAI4TtRI

tonTnoos C:'IIILR VEN RB.a ..

OUTFALL ooou• I UD8ASIH Tc IHfET FLOW COHC[NTRATCD rL.OW 10 l 10 10 ..... .._ .._

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.V-RD U 1202 .... , ... 2U

.V-RB U UOJ 0.0 0.0 0.0

.V-RBU .... .... .... 0.0

IV-ABU 012'20 t.T t.T 0.0

.V-RDU 1221 tO.l ... 1.1

.V-RDU 1222 1 .1 1.1 0.0

.V-ADU 1222 u u 0.0

.V-ADU 1224 ... ... 0.0

.V-ADU 122S 1.0 ... 1.2

.V-ADU 122t u ... 0.0

.V-ADU 1227 ... 4.0 0.0

rY-ItD U 1221 ... ... 0.0

rY-"812 122t ... ... 0.0

.V-"812 OtUO ,.. u 0.0

rY-"812 1Ut 0.0 0.0 0.0

IV-"812 12U 10.t ... ... rY-"012 uu .... 10A ... IV <Ab U "'' 15.4 ... 7 tO.T

LAOUNAOUTUT IV<RD U GtiOO 42.7 ,. .. ...

OIPRU IU,CI!T OUtLET fV.ftDU G1400 .... .... ... fV.ftDU t.tOt .... 41A ... IV-RDU t.t02 ... ... 0.0

IV-RD U UOJ 74.7 ItA 1U

IV-ABU 0 1410 , .. 72.2 1.1

IV-ABU 1411 .... .... ... IV-AB U 1412 o.o 0.0 . .. IV-ABU 141J 21.1 , ... ... IV-ABU 1414 4.7 4.7 OA

IV-ABU 1-tts ,.., 11.1 •.. IV-RIU 1411 , ... 2U ... fV-RBU 1411 .... SOA 0.1

fV-RDU OtUt , .. , .. ... fV-RBU 1421 .... .... 0.0

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IV.flatC uu ... 0.0 0.0

rY.ftltC uu .... .... t .l

rY.ftDIC un , ... tU 1.0

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N.ft8U ttU

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IV-R8 tc OtUO ,,.. n .s 0.0

IV ..... I tc 1411 7.A .., u

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rY.ftD11 .... .... .... OA • • • • • • • • • • • • 211 u ... • • • • • • • • • • • • • • • • • • • • • • • • • • rY.ftDtl .... lU ,.., u • • • • • • • • • • • • - .. .. • • • • • • • • • • • • • • • rY.ftDtl 01110 .... .... .... • • • • • • • • • • • • - .. 11 • • • • • • • • • • • • • • 0

120 .. ... u ... .. ... rY-RDtl 01110 .... .... '·' • • 0 • • • • • • • • • ... .. .. • • • • • • • • • • • • • • • 720 "

,.. rY.ftD11 DtiJO .... li.J ... • • • 0 ' 0 • • • • • • • - .. .. • • • • • • • • • • • • • • • ... .. rY41D11 tl)t ll.l' 11.1 •.. • • • • • • • • • • • • - •• • • • • • • • • • • • • • • • • JV.RD11 1SU .... .... OA • • • • • • • • • • • • ... 10.1 ... • • • • • • • • • • • • • • • rY.ftDtl 0 1S4D .... 20.2 10.1 • • • • • • • 0 • • • • ... .. ... • • • • • • • • • • • • • • • ... ... ... IY.RDtl .... ..... 11.7 .... • • • • • • • • • • • • ... , . • 0 • • • • • • • • • • • • • • 210 ,.. rY.ftDtl D1UO ..• OA o.o • • • • • • 0 0 • • • • • • 0 0 • • • • • • • • • • • • • • rY.II:DtS tsSt 41.1 , .. ... • • • • I • • • 0 • • • • ... 10.1 ... 0 • • • • • • • • • • • • • • 220 ... '·' rv~ats tsl2 21.1 21.1 ... • • • • • • • • • • • • ... .. .. • • • • • • • • • • • • • • • . .. " ... rY-RDtS "'J J U 21.7 ... • • • • • • • • • • • • ... .. .. • • • • • • • • • • • • • • • 245 " ...

NOR HI NUIAU OUfLET IV.ftDII ..... n .c .... 0.5 .. ... • 0 • 0 0 0 • • • • ... .... ... 0 0 • • • • • • • 0 0 0 • • • .. ' ,.. IY.Ritl .... U.J 11.2 OA • • • • • • 0 • • • • • 220 ... .., • • • • • • • • • • • • • • •

IAIHAMAAaAitRUTOUTLf:T fY-RI1T 01700 .... .... ... ... •• ,.. • • • • • • • • • "' "·' •• • • • • • • • • • • • • • • • 101 7.1 ... fY.II:Itr 1101 ... ... OA

I'Y-RBU 0 1710 .... 11.7 ... ... .... 11 • • • • • • • • • "' .... 1J.1 • • • • • • • • • • • • • • • 2 .. ' .. ... rY-RI U 1111 .... .... ... '" .. ... • • • • • • • • • ... " •• • • • • • • • • • • • • • • • IV-"8 17 un 22.1 21.1 ... • • • • • • • • • • • • - " .. • • • • • • • • • • • 0 0 • 0 ... .. ... rY.ftDt7 uu .... 21.7 u • • • • • • • • • • 0 0 - " " • • • 0 0 0 0 0 0 • • 0 • 0 0 , .. 10 ... W.f!:Btf 01720 7.l ... ... ... " .. ... .. .... • • • • • • • • • • • • • 0 0 • 0 0 • • • • • 0 020 .... .... W.f!:Btf 01UO o.o ... ... - " •• • . • • • • • • • • • • • • • • • • • • 0 0 • • • • • 0 ... ,. 11.1

W.f!:Btf Otffl .... s.r 7.4 - " 14.4 • 0 • • • • 0 • • • • • • • • • • • • • 0 • • 0 • • 0 220 .... ,. fV.f!:DtJ t141 0.0 o.o o.o

tv.f!:Dtf tfU ·~ ... o.o ... .... .... • • • • 0 • • • • • • 0 0 0 • • • • • • • • 0 • 0 • • tvoRDtf 01750 tD.t ... u ... .... .... • • • • • • • • • • • • • • • • • • • • • 0 • • 0 • • .. . ... 14.1

tv-RD1T Ult ... ... 0.1 250 " , ... .. , ... .... 0 • • • • 0 • • • 0 • • • • • • • • • • • 0 • • ,. tU tU

rY-RD1T 1152 , ... 1U 0.0 ... , ... , ... • • • 0 • • 0 • • .. 1LO .... 0 0 0 • • • • 0 0 • • • 0 • • rY-Ritr onto 14.1 1U OJ 200 1 .... , .... • 0 0 • • • 0 • 0 .. "·' tUS 0 • • • • • • • • 0 0 • 0 • • W-Ritf 17tt 20.0 20.2 0 .0 ... .. .... • 0 0 • • • • • 0 ... .. 11 0 • • • • • • • • • • 0 • • • rY.ft81f 1112 ... ... 0 .0 .. .... ,. • 0 • • • • • • 0 0 0 • • • • 0 0 • ... 1U .... • • • • • • • .. ou ....

• . rY-RDtf Ot170 .... 10.1 u 2 .. 11 .... • • • • • 0 • • • .. 11.1 .. • • • 0 • 0 0 0 0 • • • 0 0 0 10 .... . ...

NOKOMIS AvtHUI!. OU1L!J tv-Rita 01100 ... ... OA - .... .. 0 • • 0 0 0 0 0 • • • • 0 • • • • • 0 0 0 • • • • • • W.ltBta OtltD ... ... 0.1 - .... .... • 0 • • 0 • 0 0 0 • • • • • • • • • • 0 0 • • • • 0 0 0 ' fV-RBtl 01120 2U .... ... ... .. .... • • • • 0 0 0 0 0 ... U .J .. • • • • • • • • • • • • • • 0 ... .. .. .. .. W-«811 otno ... ... OA ... .... .... • • • 0 0 0 0 0 0 • • • 0 • • • 0 0 • 0 0 0 • • • • 0

W-«811 00 ... '·' ... ... ... .... .... • • • 0 0 • 0 0 0 • • • • 0 • 0 0 • 0 • • 0 • • • • 0 .. .... " JV-«8 11 011SO 11.1 ... ... - .... .... • • • • • • • • • • • • • • • • • 0 • • • 0 0 • 0 • • .... "·' . ... rv.«o1o 00110 21.1 11.1 ... ... " .... • • • • • • 0 • • ... , ... .. • • • • 0 • 0 • • 0 • 0 0 • 0 ... 12.1 . ...

rv.«ato 01170 2.1 ... •.. 220 .. .... • • 0 • • • • • • • • 0 0 0 • 0 • 0 • 0 • 0 0 0 0 • • rv~ato o1no 15.2 1.7 ... 220 .. tU • 0 0 • • • • • • .. .... .. 0 0 • • • 0 0 0 0 0 0 • 0 0 0 ... u :r 11.1

U.l . HWY. 41 NOR Ttl OUtLET fYoRitl ..... u OA 0.1 • • • • 0 0 • • • 0 • 0 0 • 0 0 0 • 0 0 0 0 0 0 0 0 • 0 0 • 0 ' rYoRDtD UOt 0~ 0~ 0 .0 • • 0 0 0 0 • 0 • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0

rYoRi to 1102 0.0 0.0 o.o • 0 0 0 0 • 0 0 0 0 0 0 0 0 0 • 0 • 0 0 0 0 0 0 • • • • 0 0

rYoRBto 01110 o.o 0~ o.o • • 0 0 0 0 0 0 0 0 • • 0 0 • • • • 0 0 0 0 0 0 • 0 • • 0 0

rYoRI11 1111 0 .0 u o.o • 0 0 0 0 • 0 0 • • 0 0 • 0 • • • • 0 0 0 0 0 0 0 0 • • 0 0

rY-« 011 011H 0 .0 0.0 OA • • 0 0 • 0 0 0 • 0 • • • • • • • • 0 0 0 0 0 0 • 0 • • 0 0

W.f!:811 1011 0 .0 0.0 u • • • • • • 0 • • • • • • • • • • 0 • 0 • 0 0 • • • • • • 0

W-«111 DtUO 0 .0 0.0 u • • • • • 0 0 • • • • • • • • • • • • • • • • 0 0 0 • • • • N-«811 ti J t u OA u • • • • • • • • • • • • • • • • • • • • • • • • 0 0 • • • • w .... ,. t iU 0 .0 0.0 ... • • • • • 0 • • • • • • • • • • • • • 0 • • • • • • • 0 • • WoRi tl ..... u 0.0 ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • fYoRitt 1141 ... 0.0 ... • • • • • • • • • • 0 0 • • • • • • • • 0 • • 0 • • • • • • WoRitl 0 1150 ... ... 0.0 • • 0 0 • • • • • • • 0 • • • • • • • • • 0 • 0 • • • • • 0

rYoRit l 1U1 ... ... OA • 0 0 0 0 • • 0 • • • • • • • • • • • 0 0 0 0 0 0 0 • • 0 0

rYoRitt .... 0.0 ... OA • • • • 0 • 0 • • • • 0 • • • • • • 0 0 0 0 • 0 0 • • • 0 0

WoRitt .... 0.0 0.0 OA • • • • • • 0 0 • 0 • • • • • • • • 0 0 0 • 0 0 • 0 • 0 0 0 • NoRD tO .... OA OA OA • • • • • • 0 0 • • • • • • • • • • 0 • 0 0 0 • 0 • • 0 • 0