TABLE OF CONTENTS - (On Attached DVDs)
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1 Appendix A
2 City of Dade City AMEC Project No Dade City Stormwater Master Plan September 2012 Appendix A - ICPR Page 1 1. AREA 1 - EAST A. 1. Input 2. Output 2. AREA 1 EAST ALT 3 A. Proposed Conceptual CIP 1. Input 2. Output 3. AREA 1 EAST ALT 4 B. Proposed Conceptual CIP 1. Input 2. Output 4. AREA 1 - WEST A. 1. Input 2. Output 5. AREA 2 - DOWNTOWN A. 1. Input 2. Output B. Proposed Conceptual CIP 1. Input 2. Output TABLE OF CONTENTS - (On Attached DVDs) 6. AREA 2 HOWARD AVENUE A. 1. Input 2. Output B. Proposed Conceptual CIP 1. Input 2. Output 7. AREA 2 AERIALS Area 1 West Area 1 East Area 2 Howard Avenue Area 2 - Downtown
3 Appendix B
4 City of Dade City AMEC Project No Dade City Stormwater Master Plan September 2012 Appendix B Water Quality TABLE OF CONTENTS Figure B-1A City of Dade City Stormwater Outfalls - Outfall Number 1 Figure B-1B City of Dade City Stormwater Outfalls - Outfall Number 2 Figure B-1C City of Dade City Stormwater Outfalls - Outfall Number 5 Figure B-1D City of Dade City Stormwater Outfalls - Outfall Number 6 Figure B-1E City of Dade City Stormwater Outfalls - Outfall Number 7 Figure B-2 Concept Baffle Box Dade City Canal Drainage Basin Table B-1A Table B-1B Table B-2 Table B-3 Table B-3.1 Table B-3.2 Table B-3.3 Table B-4 Outfall #1 Pollutant Load Estimates Outfall #6 Pollutant Load Estimates Event Mean Concentrations by Landuse Pollutant Load Removal Adjustments for Irvin Pond Stage/Volume for Irvin Pond Loads into Irvin Pond Pollutant Load Reductions Currently Provided by Irvin Pond Pollutant Load Removal Adjustments for Howard Avenue Pond
5 TUCKER AVE US HIGHWAY 98 BYP 1ST ST GOODWIN AVE DELMAR ST LOWELL HARRIS WAY IRWIN AVE Outfall #1 (Major) 48" CMP from Irvin Park Pond LIVE OAK AVE CANAL ST MERIDIAN AVE 3RD ST ROOSEVELT AVE COCHRANE ST PASCO AVE WILSON ST RAILROAD AVE HAMPTON AVE Notes: 1- Project No.: Data Source - SWFWMD Aerial Imagery (2011); Dade City Stormwater Geodatabase 3- This map is intended to be used for planning purposes only. It is not a survey. File Path: V:\19545 Dade City\MXD\Figure B-1A_Outfall_1.mxd ³ AMEC Explanation of Features City Outfalls " = Figure B-1A City of Dade City Stormwater Outfalls Outfall Number 1 Environment & Infrastructure, Inc E. Edgewood Drive Ste #215 - Lakeland, FL CA (863)
6 JULIAN ST CITRUS VILLAS LN ROSCO ST GADDIS ST US HIGHWAY 301 CITRUS COUNTRY DR Pasco Cogeneration Plant RONNIE DR DAWSON DR MARION ST Dade Village Shopping Center 7TH ST PULP DR FEAGIN ST HORMUTH ST 12TH ST 11TH ST 10TH ST MERIDITH AVE COLLINS ST Outfall #2 (Minor) 24" RCP to FDOT Right-of-Way WHITEHOUSE AVE FUTCH ST 8TH ST 5TH ST US HIGHWAY 98 BYP RIVER RD DADE CITY CEM RD POND AVE 6TH ST 5TH ST Notes: 1- Project No.: Data Source - SWFWMD Aerial Imagery (2011); Dade City Stormwater Geodatabase 3- This map is intended to be used for planning purposes only. It is not a survey. File Path: V:\19545 Dade City\MXD\Figure B-1B_Outfall_2.mxd ³ AMEC Explanation of Features City Outfalls " = Figure B-1B City of Dade City Stormwater Outfalls Outfall Number 2 Environment & Infrastructure, Inc E. Edgewood Drive Ste #215 - Lakeland, FL CA (863)
7 SOUTHVIEW AVE OLD SAN ANN RD EMBASSY PARK CT 15TH ST COOK AVE 13TH ST POINSETTIA DR DIXIE AVE Outfall #5 (Minor) 18" CMP to Wetlands STADIUM DR Pasco High Scool FORT KING RD ROYAL OAK LN 14TH ST Notes: 1- Project No.: Data Source - SWFWMD Aerial Imagery (2011); Dade City Stormwater Geodatabase 3- This map is intended to be used for planning purposes only. It is not a survey. File Path: V:\19545 Dade City\MXD\Figure B-1C_Outfall_5.mxd ³ AMEC Explanation of Features City Outfalls " = Figure B-1C City of Dade City Stormwater Outfalls Outfall Number 5 Environment & Infrastructure, Inc E. Edgewood Drive Ste #215 - Lakeland, FL CA (863)
8 3RD ST GRASSY HILL LN MARLU LN 14TH ST 10TH ST WILLINGHAM AVE HEATHER PL US HIGHWAY 301 LAKE DR LAZY BREEZE MHP 5 MEDICAL LN Outfall #6 (Major) Ditch to Wetlands (Discharge from Florida Ave. Lift Station) COUNTRYSIDE PL HESTER RD FORT KING RD Countryside Square MORNINGSIDE DR Winn Dixie Morningside Plaza Shopping Center Notes: 1- Project No.: Data Source - SWFWMD Aerial Imagery (2011); Dade City Stormwater Geodatabase 3- This map is intended to be used for planning purposes only. It is not a survey. File Path: V:\19545 Dade City\MXD\Figure B-1D_Outfall_6.mxd ³ AMEC Explanation of Features City Outfalls " = Figure B-1D City of Dade City Stormwater Outfalls Outfall Number 6 Environment & Infrastructure, Inc E. Edgewood Drive Ste #215 - Lakeland, FL CA (863)
9 AMELIA AVE DIXIE AVE Outfall #7 (Minor) 2 ft. Concrete Ditch to Wetlands HILLSIDE LN SUNSET AVE 3RD ST Florida Medical Clinic SHADOW DR OMEGA CT WILLINGHAM LP WILLINGHAM AVE Southside Terrace Shopping Center HEATHER PL US HIGHWAY 301 LAKE DR WILLINGHAM DR LAZY BREEZE MHP 3 LAZY BREEZE MHP 5 LAZY BREEZE MHP 6 Hampton Inn Notes: 1- Project No.: Data Source - SWFWMD Aerial Imagery (2011); Dade City Stormwater Geodatabase 3- This map is intended to be used for planning purposes only. It is not a survey. File Path: V:\19545 Dade City\MXD\Figure B-1E_Outfall_7.mxd ³ AMEC Explanation of Features City Outfalls Feet Figure B-1E City of Dade City Stormwater Outfalls Outfall Number 7 Environment & Infrastructure, Inc E. Edgewood Drive Ste #215 - Lakeland, FL CA (863)
10 77.3 AC. DRAINAGE BASIN PROPOSED BAFFLE BOX Explanation of Features Notes: 1- Project No.: Data Sources - SWFWMD Aerial Imagery 3- This map is intended to be used for planning purposes only. It is not a survey. Drainage Basin Boundary DADE CITY STORMWATER MASTER PLAN Proposed Baffle Box Date: Mar Prepared By: MJF Checked By: JDP 0 ³ File Path: V:\19545 Dade City\MXD\Proposed Baffle Box_ mxd 150 1" = 300' 300 CONCEPT BAFFLE BOX LOCATION AND CONTRIBUTING DRAINAGE AREA FIGURE B-2 AMEC Environment & Infrastructure, Inc E. Edgewood Drive Ste #215 - Lakeland, FL CA (863)
11 Appendix B Table B-1A Pollutant Load Estimates for Major Outfall #1 City of Dade City Stormwater Master Plan 51 Inches Annual Rainfall 1 TN EMC for Current Annual TN % Acres Acres Annual TP EMC BOD EMC TSS EMC Cu EMC for Pb EMC Zn EMC for Landuse Landuse Landuse % Landuse Landuse Landuse C (runoff Runoff Volume for Current for Current for Current Current for Current Current Basin ID Acres (Primary) (Secondary) Primary Secondary Primary Secondary Coefficient) 2 (Ac-Ft) 3 4th & Church th & Meridian & Meridian N &Meridian S & MLK_E &MLK W & Pasco @Hampton @NewCourt ChurchN SB@Bwalk th&Church th&Liveoak th&Meridian th&MLK th&Robinson thLiveOakInt thPond thAveEast th&Meridian th&MLK th&Robinson thatPineapple thParking th&MLK th&Ross thDTown thSt AmtrakN AmtrakS Boardwalk Church& Church&7th Courthouse EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr EGovCtr LiveOak&6th MadillN MadillS Meridian&7th MeridianDTown MeridianE NewCourtE NewCourtNPark NewCourtNW NewCourtPond Annual TP Annual BOD Load (lb) Annual TSS Load (lb) Annual Cu Annual Pb Annual Zn
12 Appendix B Basin ID Acres Landuse (Primary) Landuse (Secondary) % Landuse Primary % Landuse Secondary Acres Landuse Primary Acres Landuse Secondary C (runoff Coefficient) 2 Annual Runoff Volume (Ac-Ft) 3 TN EMC for Current Annual TN NewCourtS NewCourtSE Park& ParkN ParkPond ParkPond ParkW Pasco&533_S Pasco&7th PasdcoatTrail PascoAve PascoMotors Pineapple&6th Pond Robinson Robinson&5th RRCulvertN RRCulvertS TinCanPams WWTP HamptonAve Totals into Irvin Park Pond ( Condition) Removal Efficiency of Irvin Park Pond ( Condition) 33.5% % 5 80% 5 85% 5 85% 5 85% 5 85% 5 Adjusted Total Pollutant Discharge at Outfall # Notes: 1. Rainfall is taken from Appendix A.3 of of the Document "Evaluation of Current Stormwater Design Criteria within the State of Florida " (Environmental Research & Design, Inc.- Harper, Baker; June 2007) 2. The runoff coefficient comes from Appendix E (Zone 4) of the document "Environmental Resource Permit Stormwater Quality Applicant s Handbook " (FDEP and the State Water Management Districts, Draft- March 2010 The CN nondcia and DCIA required in Appendix E were taken from the ICPR model to return C values. 3. Runoff Volume is calculated as Drainage Area x Runoff Coefficient x Rainfall x Conversion Factor to obtain Acre-Feet/Year Units 4. The effective EMC values are based on the area-weighted percentages of each pertinent landuse within the drainage area. 5. See Tables A-3 for nutrient load reduction estimates. A reduction of 85% was assumed for TSS and metals based on literature review. A reduction value of 80% for BOD is assumed based on Figure 6-1 of the referenced 2007 document. TP EMC for Current Annual TP BOD EMC for Current Annual BOD Load (lb) TSS EMC for Current Annual TSS Load (lb) Cu EMC for Current Annual Cu Pb EMC for Current Annual Pb Zn EMC for Current Annual Zn
13 Table B-1B Pollutant Load Estimates for Major Outfall #6 City of Dade City Stormwater Master Plan Appendix B 51 Inches Annual Rainfall 1 Acres Annual Runoff TN EMC for TP EMC for BOD EMC Annual TSS EMC for Annual Cu EMC for Pb EMC for Zn EMC Landuse Landuse % Landuse % Landuse Acres Landuse Landuse C (runoff Volume Current Annual TN Current Annual TP for Current BOD Load Current TSS Load Current Annual Cu Current Annual Pb for Current Annual Zn Basin ID Acres (Primary) (Secondary) Primary Secondary Primary Secondary Coefficient) 2 (Ac-Ft) 3 (lb) (lb) Basin Basin Basin Basin Basin Basin Basin 2SW Basin 2SW Basin 2NW Basin 2NW Basin 2SW Basin 2SW Basin 2SW Basin 2NW Totals from Outfall # Removal Efficiency of Howard St. Pond ( Condition) Adjusted Annual Total Pollutants Discharged at Outfall # Notes: 1. Rainfall is taken from Appendix A.3 of the Document "Evaluation of Current Stormwater Design Criteria within the State of Florida " (Environmental Research & Design, Inc.- Harper, Baker; June 2007) 2. The runoff coefficient comes from Appendix E (Zone 4) of the document "Environmental Resource Permit Stormwater Quality Applicant s Handbook " (FDEP and the State Water Management Districts, Draft- March 2010 CN nondcia and DCIA required in Appendix E were estimated and assumed based on standard landuse values, respectively, to return C values. 3. Runoff Volume is calculated as Drainage Area x Runoff Coefficient x Rainfall x Conversion Factor to obtain Acre-Feet/Year Units 4. The effective EMC values are based on the area-weighted percentages of each pertinent landuse within the drainage area. 5. Institutional landuse was considered consistent for light commercial for EMC values. 6. Communications landuse was considered consistent with light commercial for EMC values and runoff parameters. 7. Pollutant removal efficiency for the contributing basin to Howard Avenue pond is assumed at 20% for TSS and 10% for nutrients as the system will operate somewhat as a dry detention system.
14 Appendix B Table B-2 Event Mean Concentration by Landuse City of Dade City Stormwater Master Plan Florida Landuse Event Mean Concentrations (mg/l) ClassificatLanduse Description TN TP BOD TSS Cu Pb Zn 1100 Low-Density Residential Single-Family Multi-Family Low-Intensity Commercial High-Intensity Commercial Light Industrial Open Land Undeveloped/Rangeland/Forest Mining/Extractive Highway TN TP BOD TSS Cu Pb Zn Notes 1. The majority of the EMC values are taken from Table 3.4 of the March 2010 Draft Document "Environmental Resource Permit Stormwater Quality Applicant s Handbook" (FDEP and the State Water Management Districts, Draft- March Supplemental information to fill in EMC data gaps was obtained from Table 4-17 of the Document "Evaluation of Current Stormwater Design Criteria within the State of Florida " (Environmental Research & Design, Inc.- Harper, Baker; June 2007)
15 Appendix B Tables B-3 Pollutant Load Removal Adjustments for Irvin Park Pond ( Condition) Pond Permanent Pool Characteristics Table B-3.1 Stage/Volume for Irvin Park Pond Elevation Area (Acre) P.P.V. (acft) Table B-3.2 Loads into Irvin Park Pond (from Loads Calculations Table B-1) TP Lb/yr TN Lb/yr Runoff Volume Ac-ft/Year PPV= Permanent Pool Volume Detention Time (t d ) = 14.3 days t d = PPV*365/Runoff Volume (days) Table B-3.3 Pollutant Load Reductions Currently Provided by Irvin Park Pond Total Phosphorus Removal Rate in Wet Detention Pond Percent Removal Total Phosphorus 1 = *ln(t d ) * (ln(t d ))^2 1 Figure 13.3 Environmental Resource Permit Stormwater Applicant's Handbook, FDEP & WMDs, Draft March 2010 TP Efficiency of Pond TP Load Removed by the Pond % 97.9 Total Nitrogen Removal Rates in Wet Detention Pond Percent Removal Total Nitrogen 2 =43.75*t d /(4.38+t d ) 2 Figure 13.2 Environmental Resource Permit Stormwater Applicant's Handbook, FDEP & WMDs, Draft March 2010 TN Efficiency of Pond % TN Load Removed by the Pond 338.8
16 Table B-4 Concept Baffle Box/Dade City Canal Drainage Basin Opinion of Probable Cost AMEC Environment & Infrastructure, Inc. 03/12/12 Approx Unit Price In Item # UoM Qty Item Figures Total Amount LS 1.0 Mobilization $4, $4, LS 1.0 Clearing and Grubbing $2, $2, LS 1.0 Maintenance of Traffic $3, $3, LF Staked Silt Fence (Type III) $4.63 $ LS 1.0 Regular Excavation $1, $1, SY Performance Turf (Sod)(Bahia/St. Augustine) $1.65 $ SPECIAL 1 LS 1.0 Suntree Technologies Baffle Box $80, $80, SPECIAL 2 LS 1.0 Installation of Baffle Box - including miscellaneous items $10, $10, SPECIAL 3 LS 1.0 Pipe Removal $1, $1, SPECIAL 4 LF Orange Construction Fence $2.00 $ SPECIAL 4 LS 1.0 Utility Coordination with City and other Utilities $1, $1, SPECIAL 5 LS 1.0 Engineering Design and Permitting $35, $35, Subtotal $138, Contingency 10% $13, TOTAL $152, This Engineer's Opinion of Probable Construction Costs was based on available costs data from the FDOT "Listing of Master Payitems" with an effective date of 6/7/11. Costs do vary with time.
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