451 term project: storm water design
DESCRIPTION
451 Term Project: Storm Water Design. Id Gaffe. Hilary Brugger Stephen Kelly Anastasia Nugent Joseph Roberts. Level of Service Measures. Design storm water runoff system for a 1 hour, 100 year storm as specified by the College Station Unified Development Ordinance. - PowerPoint PPT PresentationTRANSCRIPT
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Id Gaffe
451 Term Project:Storm Water Design
Hilary BruggerStephen KellyAnastasia NugentJoseph Roberts
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• Design storm water runoff system for a 1 hour, 100 year storm as specified by the College Station Unified Development Ordinance.
• Using the Rational Method to determine a conservative calculation for the excess runoff:• Design intensity for a 1 year, 100 year storm is
4.41 in/hr• Design runoff coefficient for undeveloped and
grassy areas is .355• Design runoff coefficient for impervious surfaces
is .945
Level of Service Measures
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Estimate DemandRunoff
Pre-Development 193398 cy
Post-Development
271496 cy
Change (Storage needed)
78098 cy
• 78098 cy is equivalent to 48.4 acre-feet.
• A pond with a maximum depth of 6 feet would be a 10 acre pond.
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Alternative 1: Enlarge Spearman Lake
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Alternative 2: Creation of a Storm Water Detention Pond
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Object QuantityPipe (18”) 72690 LFPipe (24”) 7681.4 LFExcavation for Pipe
.161 M CY
Excavation for Pond
.078 M CY
Drains 2467Manholes 243
Quantity Estimates
Object QuantityPipe (18”) 72690 LFPipe (24”) 6496.4 LFExcavation for Pipe
.158 M CY
Excavation for Pond
.078 M CY
Drains 2467Manholes 243
Alternative 1 Alternative 2
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Capital Cost EstimateAlternative 1 Alternative 2Object Total
CostPipe (18”) $ 2.185
MPipe (24”) $ .303 MExcavation for Pipe
$ .597 M
Excavation for Pond
$ .294 M
Dewatering $ 13,185Drains $ .593 MManholes $ .227 M
$4.26 M
Object Total Cost
Pipe (18”) $ 2.185 M
Pipe (24”) $ .496 MExcavation for Pipe
$ .606 M
Excavation for Pond $ .294 MDrains $ .593 MManholes $ .227 M
$4.45 M
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Operating Estimates
Operation CostPipe Maintenance
$ .528M / yrOperation CostPipe Maintenance
$ .536 M / yr
Alternative 1 Alternative 2
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Overall Cost EstimateAlternative 1 Alternative 2Object Total
Cost
Pipe (18”) $ 2.185 M
Pipe (24”) $ .303 MExcavation for Pipe
$ .597 M
Excavation for Pond
$ .294 M
Dewatering $ 13,185Drains $ .593 MManholes $ .227 M
$4.26 MMaintenance $ .528
M / yr
Object Total Cost
Pipe (18”) $ 2.185 MPipe (24”) $ .496 MExcavation for Pipe
$ .606 M
Excavation for Pond $ .294 MDrains $ .593 MManholes $ .227 M
$4.45 MMaintenance $.536
M / yr
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• We will be paying for this via municipal bonds and grants.
• The grants that we believe we can receive will cover 20% of the capital cost.
• The other 80% will be covered using bonds with a 7% interest rate.
How Will We Pay For It?
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Alternative B Alternative AInterest: 0.07 0.07Terms: 20 20Present Value $4,693,800 $4,260,000
Payment: $443,062 $402,114
Net Taxable Property Value (College Station, calculated using .43 per $100 tax rate) ~$25,000,000
Alternative B Alternative ATax Rate: $437.99 per $100K valueTaxable Value With Alternatives:
$25,443,062 $25,402,114
Net Tax Increase Per Household (per $100k value of land) $9.83 $9.50
Cost Per Household
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Questions?