HomeMy WebLinkAboutDrainage Report
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DRAINAGE REPORT
C.P. MORGAN HEADQUARTERS
EXPANSION
DUKE CONSTRUCTION
GRAY ROAD & HAVEN POINT BLVD
CARMEL, IN
May 27, 2004
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TABLE OF CONTENTS
DRAINAGE SUMMARY & SITE MAPS................................................................................. SECTION 1
DEVELOPED SITE DRAINAGE PLAN .................................................................................. SECTION 2
STORM SEWER CALCULA TrONS ....................................................................................... SECTION 3
WATERSHED MAPS......................................................................................................... SECTION 4
WooJpert
May 2004
C.P. Morgan Headquarters Expansion
Duke Construction, L.P.
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DRAINAGE REPORT
Existing Conditions
The existing 3.93-acre site is located at the southwest comer of Gray Road and Haven Point
Boulevard in the City of Cannel, Hamilton County, Indiana. The site includes lot 1 and lot 2 of
the North Haven Subdivision. At present, the site is a vacant parcel with a mix of weeds and
grass cover. The current drainage runoff is from east to west collecting in an existing swale along
the west property line. The swale outlets into two existing stonn sewers designed as part of the
overall North Haven Subdivision. The existing storm sewers are routed to an existing lake, which
provides regional detention for the development. Soil type present onsite include Westland silt
clay loam
According to the FEMA Flood Insurance Rate Map, number 18057C0237F, effective date
February 19, 2003 a portion around the perimeter of the site are in special flood hazard zone AE.
The proposed building will be outside the floodplain.
Proposed Conditions
The proposed improvements include two office buildings, parking lots, storm and sanitary
sewers, and other associated utilities. The onsite stonn drainage system will collect runoff from
the site and route the flow to the two existing storm sewers along the west property line. The
receiving storm sewer pipes were designed to accept this flow from the post-developed
conditions. A proposed watershed map for this site can be found in Section 4 of this report.
The storm runoff was analyzed using the Rational Method.
The site was divided up into several sub-basins. The time of concentration was found for each
individual basin by assuming travel time over grass and pavement. The curve number was
calculated for each drainage basin based on the amount of impervious area and grass area within
each basin and the type of soils that are found on site. Time of concentration calculations and
runoff values for each of the sub-basins can be found in Section 2 of this report.
Conclusion
The development of this property includes two office buildings, parking garages, the extension
of all necessary utilities. The downstream storm sewer system was designed to accept the post-
developed condition from the phase 2 and 3 areas, no adverse impacts are anticipated.
Wool pert
May 2004
C.P. Morgan Headquarters Expansion
Duke Construction, L.P.
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LOCATION MAP
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WooJpert
May 2004
C.P. Morgan Headquarters Expansion
Duke Construction, L.P.
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SOILS MAP
WooJpert
May 2004
C.P. Morgan Headquarters Expansion
Duke Construction, L.P.
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MAP NUMBER
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FEBRUARY 19,2003
Wool pert
May 2004
C.P. Morgan Headquarters Expansion
Duke Construction, L.P.
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May 2004
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Flood Insurance Rate Map
C.P. Morgan Headquarters Expansion
Duke Construction, L.P.
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