Full Gospel Tabernacle Church - 18080144-01_Stormwater Narrative - 190102

Full Gospel Tabernacle Church
Stormwater Control Plan
Coats, Harnett County, North Carolina
NCDEQ Review: January 2019
Signature and Seal of professional engineer that prepared this report:
I attest that this engineer's report has been prepared by me, or under my responsible charge, and is
accurate, complete and consistent with the information supplied in the engineering calculations. I further
attest that the proposed design has been prepared in accordance with 15A NCAC 18C. My seal signifies
that I have reviewed any data and materials provided by others and have subsequently judged it to be
consistent with the proposed design.
Q= Draper Aden Associates
Engineering • Surveying • Environmental Services
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
[phone]
Firm No. C-0861
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Project No. 18080144-01

TABLE OF CONTENTS
1. Narrative................................................................................... 2
Project Description
Site Description
Adjacent Property
Secretary of State Company Profile
2. Planned Stormwater Control Measures ................................... 3
Permanent Wet Pond
APPENDICES
Appendix A - Calculations & Stormwater EZ Forms
Appendix B - USGS Exhibit Map
Appendix C - Precipitation Data
Appendix D - Site Soils Information
Full Gospel Tabernacle January 2019
Stormwater Control Plan Project No. 18080144-01
Page 1 of 3

1. Narrative
Project Description
This project consists of the construction of a church along highway 55 in Harnett county.
These construction documents are for the first phase of development which will include a
10,000 square foot church, 94 parking spaces, and a wet detention basin that will be sized
to accommodate future impervious area. A culvert is proposed underneath a driveway off
of highway 55. The pond will drain into a roadside ditch along Ashe avenue and continue
into a culvert to cross underneath Ashe Avenue. Approximately 6.20 acres will be
disturbed during construction of this phase of the project. No significant changes to the
existing drainage and hydrologic patterns are proposed.
Site Description
The existing site is an open field with row crops planted. The site is bordered by
Highway 55 on the west and Ashe Avenue to the east. There are roadside ditches in
NCDOT right-of-way along both roads. The southern border abuts residential properties.
Soils on -site consist of a mixture of Blaney loamy sand, Coxville loam, Marlboro sandy
loam, Norfolk loamy sand, and Rains sandy loam.
Adjacent Property
The existing site is bound on two sides by major, NCDOT-owned roads, NC-55 E to the
west, Prospect Church Rd (SR2009) to the north and east, and by three lots of similar
zoning (RA-30) to the south.
Full Gospel Tabernacle January 2019
Stormwater Control Plan Project No. 18080144-01
Page 2 of 3

2. Planned Stormwater Control Measures
Wet Detention Pond
A permanent wet detention pond will be constructed in the south east corner
of the site to treat stormwater runoff. The pond will be sized to accommodate
future impervious area that is planned in the Masterplan provided in these
plans.
Construction Sequence, Practice Construction Specifications, and Maintenance
Requirements can be found on the attached Plans.
Full Gospel Tabernacle January 2019
Stormwater Control Plan Project No. 18080144-01
Page 3 of 3

APPENDIX A
Calculations & Stormwater EZ Forms

Appendix B
USGS Exhibit Map

Appendix C
Precipitation Data

Appendix D
Site Soils Information