Springs Initiative Grant Application by FGUA

Transcription

1 Springs Initiative Grant Application by FGUA

2 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 22

3 Project Proximity to BMAP and PFA 33

4 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:

5 Burkitt Road Septic to Sewer KC1 GA6 55

6 Slide 5 GA6 KC1 add a map that shows the project relative to the bmap for each project. Garri, Alan, 11/30/2018 Please update this map as well (2400 LF), I could not see a latest version Keller, Cara, 12/5/2018

7 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 1 RESIDENT SEPTIC TANK ABANDONMENT, GRINDER STATION, AND CONNECTION TO SEWER 11 EA $ 30,000 $ 330,000 2 LOW PRESSURE FORCE MAIN AND CONNECTION/MINOR UPGRADE TO EXISTING COLLECTION SYSTEM 2,400 LF $ 25 $ 60,000 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. 66

8 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 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 77

9 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:

10 Chatmire Septic to Sewer 99

11 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

12 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

13 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:

14 Rainbow River & Rio Vista Septic to Sewer 13

15 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 1 RESIDENT SEPTIC TANK ABANDONMENT,GRINDER STATIONS, AND CONNECTION TO SEWER 150 EA $ 21,000 $ 3,150,000 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

16 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

17 Springs Initiative Grant Application by FGUA