Prepared for City of Palm Coast, Florida April 28, 2015 Stormwater Detention Facilities for...
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Transcript of Prepared for City of Palm Coast, Florida April 28, 2015 Stormwater Detention Facilities for...
Prepared for City of Palm Coast,
Florida
April 28, 2015
Stormwater Detention Facilitiesfor City-Wide Stormwater Management Master Plan
Singhofen & Associates, Inc. April 28, 2015
To anticipate the need for additional services and infrastructure to provide opportunities for mixed use development with goods, services, and employment.
Goal 1 Expansion
Singhofen & Associates, Inc. April 28, 2015
Section Numbers
Sections Already Modeled
Sections Being Modeled
City of Palm Coast Modeling Status
1 2 3 4 5 6 7 8 9 10 11
12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33
34 35 37 39 57 58 59 60 63 64 65
81
Singhofen & Associates, Inc. April 28, 2015
City of Palm Coast Modeling Status
Singhofen & Associates, Inc. April 28, 2015
Section 35 High water levels due to
Constrictions at London Drive, US 1 (to Hulett Branch) I-95 (to Mulberry Creek)
Home flooding predicted in < 1 % of homes (all in Bird of Paradise area)
Number of homes below City standard for 100-year event = 11 %
Secondary drainage deficiencies - 10 year event = 2
Modeling Results
Singhofen & Associates, Inc. April 28, 2015
Section 35 (“B” Section) – Level of Service
Deficient secondary roads = 2
Secondary drainage deficiencies
“B” Section (Section 35) Improvements - 2014Ditch and Pipe Modifications
(Bunker Hill Drive to Burnaby Lane)
2014 Program Results
Singhofen & Associates, Inc. April 28, 2015
Section 37 High water levels due to
Constrictions at London Drive, US 1 (to Hulett Branch) I-95 (to Mulberry Creek)
No home flooding predicted Number of homes below City standard for 100-year
event = 9 % Secondary drainage deficiencies - 10 year event = 6
Modeling Results
Singhofen & Associates, Inc. April 28, 2015
Section 37 (“L” Section) – Level of Service
Deficient secondary roads = 6
Secondary drainage deficiencies
“L” Section (Section 37) Improvements - 2015Ditch and Pipe Modifications
(Lindsay Drive to Lancelot Drive)
2015 Program Results
Singhofen & Associates, Inc. April 28, 2015
Sections 35 & 37 – Recommended Capital Improvements
Possible Detention Storage Locations ~100-acft required in total
Singhofen & Associates, Inc. April 28, 2015
System Performance Evaluation For Homes:
Home flooding evaluated relative to base flood (i.e., 100-year storm)City has required 1 foot of freeboard above 100-year elevation
Level of Service Evaluations
Freeboard
Singhofen & Associates, Inc. April 28, 2015
Model Results
Level of Service Improvement:Homes below 100-year City standard reduced by 63 %Homes remaining below 100-year City standard = 4 %All secondary deficiencies eliminated
Singhofen & Associates, Inc. April 28, 2015
Recommended Improvement Plans based on Modeling Results for Section 35 and Section 37
Section 35 Improvements:Ditch and Pipe Improvements
Design Completed Construction Completed
Section 37 Improvements:Ditch and Pipe Improvements
Design CompletedConstruction is 50% Complete
Floodplain Storage CreationProposed areas include three general locations along the Belleaire canal waterway in Section 37.Design, Permitting, and Construction Services proposed.
Singhofen & Associates, Inc. April 28, 2015
Next Step for Implementation Section 37 Floodplain Storage Permitting and Design Services
Scope of Services is in two Phases:
Phase 1:Initial survey, environmental, and geotechnical services Provide preliminary layout of proposed design (30% Plans)
Phase 2:Finalizing proposed design Prepare construction plans and permitting
Staff recommends approving a work order forSection 37 Floodplain Storage Permitting and Design
Singhofen & Associates, Inc. April 28, 2015
QUESTIONS?