HomeMy WebLinkAboutDrainage Summary 01-19-24115 N. 17th AVENUE, BEECH GROVE, IN 46107 // 317.780.1555 // CROSSROADENGINEERS.COM PAGE 1 of 2
DRAINAGE SUMMARY
Connection Pointe Christian Church
2599 E. 98th Street, Carmel, IN
Prepared:
January 22, 2024
By:
CrossRoad Engineers, PC
115 N. 17th Street
Beech Grove, IN 46107
Phone No.: (317) 780-1555
Email: info@crossroadengineers.com
January 19, 2024 // Connection Pointe Christian Church Drainage Summary // PAGE 2 of 2
S TORM D RAINAGE NARRATIVE
Connection Pointe Christian Church is located in the southwest corner of the 98th Street and
Keystone Parkway intersection. This location consists of an existing church building and parking lot,
as well as a small pool and associated pool building. The improvements at this location will include
a mill and overlay of the entire parking lot, interior and exterior renovations of the church building,
the addition of several landscaped areas, new sidewalks to the building, and the demolition of the
pool and associated pool building.
The stormwater flow of the property will not be impacted by these improvements. The site
currently drains in two separate directions. A northern portion of the site drains northeast while the
remainder of the site drains south and east into the existing storm sewer system. The mill and
overlay of the parking lot will maintain these drainage patterns, using the same elevations as the
existing lot. The additional landscaped areas and sidewalk will not impact or alter the flow of runoff
on site. The additional greenspace around the church building and removal of the pool and pool
building will increase the overall greenspace and permeability of the site. Per Exhibit 1, the
maximum total disturbance for these improvements amounts to ±6,700 square feet or 0.154 acres.
Due to this small amount of total disturbance, detention and water quality are not required. The
total impervious area on the site will be reduced due to the introduction of approximately 4,800
square feet of green space. While the drainage patterns on site will not be changing, the additional
pervious area will improve the sites overall drainage.