Daily Field Report

Density test report

Date *

Project Number *

Name of the Project *

Project Location

Client Company *

Weather

Arrival Date

Arrival Time

Departure Date

Departure Time

Onsite Hours

ASEC Technician Name

Observations/Finding

Summary *

The Kilgore Road Infiltration Test aimed to assess the hydrogeological and ecological characteristics of multiple borehole sites, designated as I-1, I-2, I-3, and I-4.
<h4>Methodology:</h4>
Percolation tests were conducted in compliance with ASTM D6391 standards, utilizing straight auger bores and offset bores at varying depths.
<h4>Findings:</h4>
<strong>Borehole I-1:</strong>
<ul>
 	<li>Proposed Depth: 16 feet</li>
 	<li>Encountered refusal at multiple depths, most consistently around 8 feet.</li>
 	<li>No groundwater detected after 48-hour monitoring.</li>
</ul>
<strong>Borehole I-2:</strong>
<ul>
 	<li>Proposed Depth: 17 feet</li>
 	<li>Encountered refusal at depths between 7 and 9 feet.</li>
 	<li>No groundwater detected after 48-hour monitoring.</li>
</ul>
<strong>Borehole I-3:</strong>
<ul>
 	<li>Proposed Depth: 17 feet</li>
 	<li>Actual Drill Depth: 14 feet</li>
 	<li>Percolation rates and water level changes monitored. Data captured and documented separately.</li>
 	<li>Situated approximately 150 feet from I-4.</li>
 	<li>
<h4>Percolation Test Data for Borehole I-3</h4>
<table>
<thead>
<tr>
<th>Start Time</th>
<th>Stop Time</th>
<th>Time Interval (min.)</th>
<th>Initial Depth to Water (in)</th>
<th>Final Depth to Water (in)</th>
<th>Change in Water Level (in)</th>
<th>Percolation Rate (min./in.)</th>
</tr>
</thead>
<tbody>
<tr>
<td style="text-align: center">1:00</td>
<td style="text-align: center">1:30</td>
<td style="text-align: center">30</td>
<td style="text-align: center">96</td>
<td style="text-align: center">108</td>
<td style="text-align: center">12</td>
<td style="text-align: center">2.5</td>
</tr>
<tr>
<td style="text-align: center">1:30</td>
<td style="text-align: center">2:00</td>
<td style="text-align: center">30</td>
<td style="text-align: center">108</td>
<td style="text-align: center">108</td>
<td style="text-align: center">0</td>
<td style="text-align: center">-</td>
</tr>
<tr>
<td style="text-align: center">2:00</td>
<td style="text-align: center">3:10</td>
<td style="text-align: center">70</td>
<td style="text-align: center">108</td>
<td style="text-align: center">108</td>
<td style="text-align: center">0</td>
<td style="text-align: center">-</td>
</tr>
</tbody>
</table>
</li>
</ul>
<strong>Borehole I-4:</strong>
<ul>
 	<li>Estimated Elevation: 1100 feet</li>
 	<li>Proposed Depth: 20 feet</li>
 	<li>Drill Depth: Not specified</li>
 	<li>Percolation rates and water level changes monitored. Data captured and documented separately.</li>
 	<li>Located approximately 125 feet from the creek, based on a pace count of 4.9 ft./sec.
<h4>Percolation Test Data for Borehole I-4</h4>
<table>
<thead>
<tr>
<th>Start Time</th>
<th>Stop Time</th>
<th>Time Interval (min.)</th>
<th>Initial Depth to Water (in)</th>
<th>Final Depth to Water (in)</th>
<th>Change in Water Level (in)</th>
<th>Percolation Rate (min./in.)</th>
</tr>
</thead>
<tbody>
<tr>
<td style="text-align: center">12:00 PM</td>
<td style="text-align: center">12:30 PM</td>
<td style="text-align: center">30</td>
<td style="text-align: center">204</td>
<td style="text-align: center">210</td>
<td style="text-align: center">6</td>
<td style="text-align: center">5</td>
</tr>
<tr>
<td style="text-align: center">12:30 PM</td>
<td style="text-align: center">1:00 PM</td>
<td style="text-align: center">30</td>
<td style="text-align: center">210</td>
<td style="text-align: center">216</td>
<td style="text-align: center">6</td>
<td style="text-align: center">5</td>
</tr>
<tr>
<td style="text-align: center">1:00 PM</td>
<td style="text-align: center">1:30 PM</td>
<td style="text-align: center">30</td>
<td style="text-align: center">216</td>
<td style="text-align: center">222</td>
<td style="text-align: center">6</td>
<td style="text-align: center">5</td>
</tr>
<tr>
<td style="text-align: center">1:30 PM</td>
<td style="text-align: center">2:00 PM</td>
<td style="text-align: center">30</td>
<td style="text-align: center">222</td>
<td style="text-align: center">228</td>
<td style="text-align: center">6</td>
<td style="text-align: center">5</td>
</tr>
<tr>
<td style="text-align: center">2:00 PM</td>
<td style="text-align: center">2:30 PM</td>
<td style="text-align: center">30</td>
<td style="text-align: center">228</td>
<td style="text-align: center">234</td>
<td style="text-align: center">6</td>
<td style="text-align: center">5</td>
</tr>
<tr>
<td style="text-align: center">2:30 PM</td>
<td style="text-align: center">3:00 PM</td>
<td style="text-align: center">30</td>
<td style="text-align: center">234</td>
<td style="text-align: center">240</td>
<td style="text-align: center">6</td>
<td style="text-align: center">5</td>
</tr>
</tbody>
</table>
</li>
</ul>
<h4>Additional Observations:</h4>
<ul>
 	<li>Healthy vegetation observed on the creek banks, indicating a robust ecosystem.</li>
 	<li>Water level elevation in the creek measured at 1060 feet.</li>
 	<li>Banks of the creek are about 10 feet high.</li>
 	<li>Depth of the creek at the observed section: 3 feet.</li>
 	<li>Multiple rock outcrops were noted in the creek, particularly near I-1 and I-2.</li>
 	<li>A draw exists between I-4 and I-3.</li>
</ul>
<h4>Conclusions:</h4>
<ul>
 	<li>Refusal depths indicate a hard substratum or compacted soil layers, constraining the depth of the boreholes.</li>
 	<li>No groundwater was detected in monitored boreholes, suggesting a lower water table.</li>
 	<li>Percolation tests for I-3 and I-4 indicated consistent rates, implying uniform soil conditions.</li>
</ul>

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