[PPT] - Springs Initiative Grant Application by FGUA Projects Submitted PowerPoint Presentation

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Springs Initiative Grant Application by FGUA

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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

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Project Proximity to BMAP and PFA

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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

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Burkitt Road Septic to Sewer

GA6 KC1

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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

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Burkitt Road Septic to Sewer OPC

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.

Seeking funding for 100% of total project cost = $460,000

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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

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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

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Chatmire Septic to Sewer

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Chatmire Septic to Sewer OPC

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.

Seeking funding for 100% of total project cost = $3,760,000

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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

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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

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Rainbow River & Rio Vista Septic to Sewer

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Rainbow River & Rio Vista OPC

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.

Seeking funding for 100% of total project cost = $10,000,000

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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

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