1. Proposed Storm Water Utility Fee July 2014

2. Proposal for future Drainage Improvement: Faith Presbyterian Church Estimated Cost: $35,000.00 *Install three (3) catch basins & connect them to drainage swale on east side of the existing park located east of the Faith Presbyterian Church. Faith Presbyterian Church Estimated Cost: $35,000.00 *Install three (3) catch basins & connect them to drainage swale on east side of the existing park located east of the Faith Presbyterian Church. *Information has been obtained by Eckler Engineering, Inc.

3. Miller Road & Second Avenue N. Estimated Cost: $44,000.00 to $57,000.00 Two Options Available 1 st : Install four (4) inlets along Second Ave N interconnected to each other having an ex-filtration trench to take car of the runoff volume and water quality. (This system will not be interconnected to any other existing drainage systems in the area. ($44,000.00) 2 nd : Install three (3) inserts along Second Ave N and then connect each other via hard piping to a control structure and outfall structure located in the vicinity of the lake located NW of the area of the intersection of Miller Rd and Second Ave N. The entire runoff from the proposed area will discharge into the lake. ($57,000.00) Miller Road & Second Avenue N. Estimated Cost: $44,000.00 to $57,000.00 Two Options Available 1 st : Install four (4) inlets along Second Ave N interconnected to each other having an ex-filtration trench to take car of the runoff volume and water quality. (This system will not be interconnected to any other existing drainage systems in the area. ($44,000.00) 2 nd : Install three (3) inserts along Second Ave N and then connect each other via hard piping to a control structure and outfall structure located in the vicinity of the lake located NW of the area of the intersection of Miller Rd and Second Ave N. The entire runoff from the proposed area will discharge into the lake. ($57,000.00) Proposal for future Drainage Improvements: *Information has been obtained by Eckler Engineering, Inc.

4. 10 th Avenue N & Davis Rd.10 th Avenue N & Davis Rd. Estimated Cost: $424,000.00 The area is located north of the intersection of LWDD Canal 11 and Davis Road, and ends at the intersection of 10 th Avenue N and Davis Road. This area presents occasional flooding issues when high precipitations a given; moreover, runoff from adjacent streets and from Davis Road flood front yards of residents that have properties along Davis Road. It is proposed that a drainage system is constructed along Davis Rd. This system would discharge runoff from the area in question to the LWDD Canal 11. The system needs to be designed having drainage inlets, intersecting manholes, hard piping, a control structure, and an outfall. 10 th Avenue N & Davis Rd.10 th Avenue N & Davis Rd. Estimated Cost: $424,000.00 The area is located north of the intersection of LWDD Canal 11 and Davis Road, and ends at the intersection of 10 th Avenue N and Davis Road. This area presents occasional flooding issues when high precipitations a given; moreover, runoff from adjacent streets and from Davis Road flood front yards of residents that have properties along Davis Road. It is proposed that a drainage system is constructed along Davis Rd. This system would discharge runoff from the area in question to the LWDD Canal 11. The system needs to be designed having drainage inlets, intersecting manholes, hard piping, a control structure, and an outfall. Proposal for future Drainage Improvements: *Information has been obtained by Eckler Engineering, Inc.

5. S. Military Trail, Canal 9 Road, Kirk Road and Park Lane Estimated Cost: $200,000.00 This area contains different drainage features such as storm drainage collection systems, lakes, swales, and outfalls. The streets being considered under this annual drainage maintenance program are: Canal Road 9, Vicliff Road, Dale Road, Linda Lane, Park Lane, Hillary Circle, Rachael Way, and Donald Road. The streets considered outside of this annual drainage maintenance program are: Kirk Road and S. Military Trail. S. Military Trail, Canal 9 Road, Kirk Road and Park Lane Estimated Cost: $200,000.00 This area contains different drainage features such as storm drainage collection systems, lakes, swales, and outfalls. The streets being considered under this annual drainage maintenance program are: Canal Road 9, Vicliff Road, Dale Road, Linda Lane, Park Lane, Hillary Circle, Rachael Way, and Donald Road. The streets considered outside of this annual drainage maintenance program are: Kirk Road and S. Military Trail. Proposal for future Drainage Improvements: *Information has been obtained by Eckler Engineering, Inc.

6. Estimated Expenses Equipment and Cost for Maintenance *This price was based on a recent purchase order issued to vendor, Shenandoah Construction. Cost was for storm drains along Gulfstream Rd & San Fernando Dr. to be grouted.

7. Barbados Drive

8. Canal Rd & Davis Rd.

9. Davis Rd. & 2 nd Ave N.

10. Fern St. & Greene Ave.

11. Kirk Rd. & Park Ln.

12. Miller Rd.

14. Recently upgraded storm drains on Davis Rd.

15. Storm Water Utility Fees Village of Palm Springs Proposed Storm Water Utility Fee Based on Units Served Inside Village Water Units: 9,377 Village of Palm Springs Proposed Storm Water Utility Fee Based on Units Served Inside Village Water Units: 9,377