Parcel N-1 Remainder Percolation Test 
Results 
Prepared for the United States Virgin Islands Soccer Federation by Island Designs LLC 
Three 18” holes were hand dug on site and filled with 12” of water on February 2, 
2026, representing approximate entrance, parking lot, and field locations for future site 
development. The water depth was measured every half hour over the span of four hours. 
The percolation rates across the site reveal a significant disparity in soil permeability 
and drainage efficiency. The entrance exhibits the most critical drainage challenge with a 
rate of less than one inch per hour, a figure that classifies the area as having poor drainage 
and a high risk for surface ponding. In contrast, the field area shows functional viability with 
a rate of just over 1 inch per hour, meeting the threshold for adequate drainage. The parking 
area serves as the site's strongest performer, boasting a rate of over 2 inches per hour, 
which is ideal for managing runoff and supporting the infrastructure needs of a high-traffic 
zone. 
Percolation Rates: 
Entrance – 0.875 Inches per hour 
Parking Area – 2.09 Inches per hour 
Field Area – 1.19 Inches per hour 
0
2
4
6
8
10
12
14
0:00
0:30
1:00
1:30
2:00
2:30
3:00
3:30
4:00
Inches
Hour:Minute
Parcel N-1 Rem. Percolation Test Results
Entrance
Parking Lot
Field
Locations: 
Field 
Parking 
Entrance