SW5120201_Stormwater Report_20120110

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Stormwater Narrative
Dollar General
East Nash Street
Spring Hope
Nash County, NC
Tax Parcel ID: 286019522150
At the intersection with S. Louisburg Road
Site Information:
Total Site Area = 1.55ac
Disturbed Area = 1.4ac
Wetland
Area = 0 (no impact)
Developer = Glandon Forest Equity, LLC
George T. Barnes, Jr.
3900 Merton Drive, Suite 203
Raleigh, NC 27609
Owner = Robert & Deborah Jones
702 East Nash Street
Spring Hope, NC 27882
Engineer = Triangle Site Design, PLLC
Matt Lowder, PE
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
919-553-6570
Development Plan: The proposed development will consists of a Dollar General retail store.
A stormwater bio-retention pond will be constructed to treat stormwater
runoff from the Dollar General site for water quality & water quantity
control.
The existing site condition for the site is a residential home with auxiliary
structure, driveways, lawn and trees
Phasing: All of the site construction will be developed in one phase of
construction.
Utility Systems: Domestic water supply will be provided via a new service line from the
Town of Spring Hope water system. Sanitary sewer will be provided via
a new service line from the Town of Spring Hope sanitary sewer system.
Historic/Public Money: The property does not contain any historic sites and is not being funded
with public monies.
NCDENR: There are not any non-compliance issues with DENR Agencies.

Stormwater Information:
River Basin: Tar -Pamlico
Stream Classification: C;NSW
Stream: Drains to Sapony Creek
Stormwater Design: State Stormwater (Non -Coastal County)
Density Option: High Density
Development Type: Commercial
Impervious Area:
Total Site Area:
Impervious Area:
Open Area:
67,471sf (1.55ac)
34,402sf (50.9% of site)
33,069sf (49.1% of site)
Drainage Area to Bio-Retention Pond: 45,740sf (1.05ac)
Impervious Area to Bio-Retention Pond: 32,230sf (0.74ac)
Proposed Treatment Measures: Bio-Retention (Designed for 85% TSS
Will all built -upon areas be collected: The proposed building and parking lot will drain to the
BMP bio-retention pond. A small part of the driveway
area will not drain into the bio-retention pond
Buffer Requirements: Municipality required landscape buffers required at property perimeter,
no development within buffers.
On-site/off-site runoff: no -off site drainage into the proposed bio-retention system.
Road Construction Requirements: The NCDOT is not requiring turn lanes in association
with this project. The propose site will gain access
through a new driveways on Nash Street & Louisburg
Road
Soils Evaluation:
Infiltration Rate: .25in/hr
SHWT: 6ftf Below Surface
Site Evalutation Date: 11/20/11

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