Springs Initiative Grant Application by FGUA
Projects Submitted for FY2020 Funding Applicant Priority: 1. Burkitt Road Septic to Sewer Project 2. Chatmire Septic to Sewer Project 3. Rainbow River & Rio Vista Septic to Sewer Project 2 2
Project Proximity to BMAP and PFA 3 3
Burkitt Road Septic to Sewer Project Description: • Design, Permitting and Construction of sanitary sewer system to serve Burkitt Road Area • 11 OSTDS to be removed from service • Funding request includes connection fees and land acquisition • Project to benefit Rainbow Springs • Located within Rainbow Springs Group BMAP • Project Start: 2019 • Project Completion: 2021 4 4
Burkitt Road Septic to Sewer GA6 KC1 5 5
Slide 5 GA6 add a map that shows the project relative to the bmap for each project. Garri, Alan, 11/30/2018 KC1 Please update this map as well (2400 LF), I could not see a latest version Keller, Cara, 12/5/2018
Burkitt Road Septic to Sewer OPC Seeking funding for 100% of total project cost = $460,000 COST ESTIMATE FOR GRANT APPLICATION CITY OF DUNNELLON BURKITT ROAD SEPTIC TO SEWER PROJECT ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT RESIDENT SEPTIC TANK ABANDONMENT, GRINDER STATION, AND CONNECTION TO 1 11 EA $ 30,000 $ 330,000 SEWER LOW PRESSURE FORCE MAIN AND CONNECTION/MINOR UPGRADE TO EXISTING 2 2,400 LF $ 25 $ 60,000 COLLECTION SYSTEM 3 LAND ACQUISITION 1 LS $ 70,000 $ 70,000 TOTAL $ 460,000 The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. 6 6
Burkett Septic to Sewer • Septic Tank Load to Ground Water • 11 Septic tanks • 23.7 lbs. of TN/Year/Septic Tank • 0.5 Attenuation Multiplier • 0.9 Recharge Factor • 117.0 lbs. of TN/Year to Ground Water • City’s WWTP Plant Efficiency • 3.9 mg/l of Nitrogen‐Discharge Concentration • 2,200 GPD Flow from Septic Tanks per FDEP Evaluation Method • 0.4 Attenuation Multiplier • 0.9 Recharge Factor • 7.0 lbs. of TN/Year to Ground Water • Cost Effectiveness for 30 year period • 111 lbs. of TN/Year removed Spring Shed • Project cost = $460,000 • $138 per lb. TN removed 7 7
Chatmire Septic to Sewer Project Description: • Design, Permitting and Construction of sanitary sewer system to serve the Chatmire Area • 210 OSTDS to be removed from service • Funding request includes connection fees and land acquisition • Project to benefit Rainbow Springs • Located within Rainbow Springs Group BMAP and PFA Boundary • Project Start: 2019 • Project Completion: 2021 8 8
Chatmire Septic to Sewer 9 9
Chatmire Septic to Sewer OPC Seeking funding for 100% of total project cost = $3,760,000 COST ESTIMATE FOR GRANT APPLICATION CITY OF DUNNELLON CHATMIRE SEPTIC TO SEWER PROJECT ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT 1 RESIDENT SEPTIC TANK ABANDONMENT AND CONNECTION TO SEWER 210 EA $ 6,000 $ 1,260,000 2 GRAVITY SEWER (INCLUDES ALL CONSTRUCTION RELATED COMPONENTS) 14,000 LF $ 120 $ 1,680,000 3 FORCE MAIN (INCLUDES ALL CONSTRUCTION RELATED COMPONENTS) 2,000 LF $ 100 $ 200,000 4 LIFT STATION UPGRADE 1 EA $ 128,000 $ 128,000 5 ROADWAY MILLING AND RESURFACING 16,000 LF $ 27 $ 432,000 TOTAL $ 3,700,000 The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. 10 10
Chatmire Septic to Sewer • Septic Tank Load to Ground Water • 210 Septic Tanks • 23.7 lbs. of TN/Year/Septic Tank • 0.5 Attenuation Multiplier • 0.9 Recharge Factor • 2,240 Total lbs. of TN/Year to Ground Water • City's WWTP Plant Efficiency • 3.9 mg/l of Nitrogen Allowed to Discharge • 42,000 GPD Flow from Septic Tanks per FDEP Evaluation Method • 0.4 Attenuation Multiplier • 0.9 Recharge Factor • 125 lbs. of TN/Year to Ground Water • Cost Effectiveness for a 30 year period • 2114 lbs. of TN/Year removed Spring Shed • Project cost = $3,700,000 • $58 per lb. TN removed 11 11
Rainbow River & Rio Vista Septic to Sewer Project Description: • Design, Permitting and Construction of sanitary sewer system to serve Rio Vista Area • 329 OSTDS to be removed from service • Funding request includes connection fees • Project to benefit Rainbow Springs • Located within Rainbow Springs Group BMAP and PFA Boundary • Project Start: 2019 • Project Completion: 2021 12 12
Rainbow River & Rio Vista Septic to Sewer 13 13
Rainbow River & Rio Vista OPC Seeking funding for 100% of total project cost = $10,000,000 COST ESTIMATE FOR GRANT APPLICATION CITY OF DUNNELLON RAINBOW RIVER AND RIO VISTA SEPTIC TO SEWER PROJECT ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT RESIDENT SEPTIC TANK ABANDONMENT,GRINDER STATIONS, AND CONNECTION TO 1 150 EA $ 21,000 $ 3,150,000 SEWER 2 RESIDENT SEPTIC TANK ABANDONMENT, AND CONNECTION TO SEWER 179 EA $ 6,000 $ 1,074,000 3 GRAVITY SEWER (INCLUDES ALL CONSTRUCTION RELATED COMPONENTS) 25,000 LF $ 120 $ 3,000,000 4 LOW PRESSURE FORCE MAIN 20,000 LF $ 10 $ 200,000 5 REGIONAL LIFT STATION 1 LS $ 726,000 $ 726,000 6 FORCE MAIN (INCLUDES ALL CONSTRUCTION RELATED COMPONENTS) 5,000 LF $ 100 $ 500,000 7 ROADWAY MILLING AND RESURFACING 50,000 LF $ 27 $ 1,350,000 TOTAL $ 10,000,000 The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. 14 14
Rainbow River & Rio Vista Septic to Sewer • Septic Tank Load to Ground Water • 329 Septic Tanks • 23.7 lbs. of TN/Year/Septic Tank • 0.5 Attenuation Multiplier • 0.9 Recharge Factor • 3,509 Total lbs. of TN/Year to Ground Water • City's WWTP Plant Efficiency • 3.9 mg/l of Nitrogen Allowed to Discharge • 65,800 GPD Flow from Septic Tanks per FDEP Evaluation Method • 0.4 Attenuation Multiplier • 0.9 Recharge Factor • 196 lbs. of TN/Year to Ground Water • Cost Effectiveness for a 30 year period • 3312 lbs. of TN/Year removed Spring Shed • Project cost = $10,000,000 • $101 per lb. TN removed 15 15
Springs Initiative Grant Application by FGUA
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