20180794 Ver 1_Stormwater Management Plan_20180607



Calamar Independent
Living
Stormwater Management Plan
City of Burlington, North Carolina
Prepared for:
Calamar Enterprises, Inc
April, 2018


Purpose

The purpose of this stormwater management study is to design a stormwater
management facility for Calamar Independent Living residential development
using the City of Burlington’s stormwater management regulations.

Predeveloped Analysis

The Predeveloped Drainage map shows the predeveloped watershed which is
tributary to 30” culvert under Old St. Marks Church Road to the south of the
property. This drainage area then drains to an unnamed channel which is
tributary to Back Creek. This area contains 6.27 acres with a runoff curve
number of 79 based on the existing land use. Time of concentration flow path
is shown on the predeveloped drainage map and computed using TR-55
shown in Appendix 1. The resulting time of concentration is 17.4 minutes.
Predeveloped peak flow rates are shown in the following table:

Predeveloped Peak Flow Rates
Storm Event Peak Flow Rate
1 yr 7.688 cfs
10 yr 20.08 cfs
100 yr 34.86 cfs

Post-developed Conditions

The Post-developed Drainage map shows the post-developed watershed
which contains 6.27 acres. A runoff curve number of 94 was calculated
based on the proposed land use being 56.45% impervious area in
predominately Group C type soils. Time of concentration is 7.2 minutes which
comes from the storm sewer calculations. The allowable release rates for the
1, 10 and 100 year events are shown on the following table. The basin has
been designed to pass these flows through the basin without overtopping.
Post-developed peak flow rates are shown in the following table:

Post-developed Peak Release Rates
Storm Event Predeveloped
Peak Flow Rate
Total Discharge
1 yr 7.688 cfs 2.066 cfs
10 yr 20.08 cfs 14.76 cfs
100 yr 34.86 cfs 30.01 cfs

Results
The proposed dry basin is able to detain the 1, 10 and 100 year peak
discharges to less than the predeveloped release rates in order to minimize
offsite storm drainage impacts. The basin also provides an emergency
spillway in the case the permanent outlet fails. The resulting peak flow rates
and water surface elevations are shown on the table below. Output from the
Hydraflow model is provided in Appendix 1.
Peak Release Rates & Peak Water Surface Elevations
Storm
Event
Predeveloped
Peak Flow
Rate
Total
Allowable
Discharge
Basin
Peak
Release
Basin
Water
Surface
Elevation
1 yr 7.688 cfs 7.688 cfs 2.066 cfs 621.52 ft
10 yr 20.08 cfs ---- 14.76 cfs 622.95 ft
100 yr 34.86 cfs ---- 30.01 cfs 623.94 ft
ARMC HEALTHCARE PID#112612ZONING: CO-IJEANETTE JACKSONPID# 112474ZONING: R-15GEORGE TITUS HAZENPID# 112473ZONING: R-15WILLIAM F. DIXON, JR.PID# 107162ZONING: R-15BR ALAMANCE DST.PID# 107158ZONING: MF-AMABEL HUNTER W/ETALTRUSTEESPID# 107160ZONING: O-I6406
5
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6
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6506
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660652654656658650644
PROPERTYBOUNDARYPROPERTYBOUNDARYOLD ST. MARKS CHURCH ROADEX. PONDWL=621.4PROP. XX" RCP STORMXX' @XX%Drainage Area = 6.27 Ac.TC Flow Path698 LFTributary AreaP.O. BOX 621524CHARLOTTE, NC 28262(704) 454-7007Van HornHoover& Associates, Inc.PRE4/24/181"=60'TWMDTB1:1PRE DEVELOPEDSTORM TRIBUTARY MAPCalamarIndependent Living3949 Forest Parkway, Suite 100Wheatfield, NY 14120CALAMARENTERPRISES, INC.PREPARED FOR:Old St. Marks Church RoadBurlington, NC 27215
ARMC HEALTHCARE PID#112612ZONING: CO-IJEANETTE JACKSONPID# 112474ZONING: R-15GEORGE TITUS HAZENPID# 112473ZONING: R-15WILLIAM F. DIXON, JR.PID# 107162ZONING: R-15BR ALAMANCE DST.PID# 107158ZONING: MF-AMABEL HUNTER W/ETALTRUSTEESPID# 107160ZONING: O-IVANVAN6406
5
0
6306546526486466446406386366346326286266246166186206226246266286306426206
3
0
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6
5
0
6506
4
0
610
6
5
2
6
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660652654656658650644
PROP.STORMWATER BASINPROPERTYBOUNDARYPROPERTYBOUNDARYOLD ST. MARKS CHURCH ROADEX. PONDWL=621.4PROP.60'X40'SANDFILTER0.81 Ac. intoStructure #80.61 Ac. intoStructure #70.16 Ac. intoStructure #60.06 Ac. intoStructure #50.34 Ac. intoStructure #40.40 Ac. intoStructure #30.13 Ac. intoStructure #20.11 Ac. intoStructure #10.18 Ac. intoStructure #150.36 Ac. intoStructure #140.22 Ac. intoStructure #130.09 Ac.into Structure#120.20 Ac. intoStructure #110.24 Ac. intoStructure #100.31 Ac. intoStructure #200.44 Ac. intoStructure #170.50 Ac. intoStructure #160.07 Ac. intoStructure #210.03 Ac. intoStructure #260.80 Ac. intoStructure#FES32.30 Ac. into Structure #31NOTE: This area is being divertedaround the development area and intothe existing pond.PROP. XX" RCP STORMXX' @XX%FES-1FES-2FES-3FES-4PROPOSED 3-STORY APARTMENT BUILDING140 UNITSFFE = 640.70P.O. BOX 621524CHARLOTTE, NC 28262(704) 454-7007Van HornHoover& Associates, Inc.POST4/24/181"=60'TWMDTB1:1POST DEVELOPEDSTORM TRIBUTARY MAPCalamarIndependent Living3949 Forest Parkway, Suite 100Wheatfield, NY 14120CALAMARENTERPRISES, INC.PREPARED FOR:Old St. Marks Church RoadBurlington, NC 27215

Appendix 1

Calamar Independent Living

Site Hydraflow Output

Calamar Independent Living

Predeveloped Hydraflow Analysis
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