3 soil borings extending to 25 feet deep will be drilled to collect soil samples for new construction. 6 inch stem augers will be used. If encountered water level readings will be measured by type. Water samples will not be obtained.

We propose augering five, two-inch diameter geotechnical test borings using the hand auger method to evaluate the subsurface conditions. The proposed test boring depths will be 5 feet below existing ground surface. Auguring equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Auger spoils including soils and water from the test borings will be containerized in 5-gallon buckets to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed.

3 soil borings extending to 25 feet deep will be drilled to collect soil samples for new construction. 6 inch stem augers will be used. If encountered water level readings will be measured by type. Water samples will not be obtained.

We propose augering five, two-inch diameter geotechnical test borings using the hand auger method to evaluate the subsurface conditions. The proposed test boring depths will be 5 feet below existing ground surface. Auguring equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Auger spoils including soils and water from the test borings will be containerized in 5-gallon buckets to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed.

3 soil borings extending to 25 feet deep will be drilled to collect soil samples for new construction. 6 inch stem augers will be used. If encountered water level readings will be measured by type. Water samples will not be obtained.

We propose augering five, two-inch diameter geotechnical test borings using the hand auger method to evaluate the subsurface conditions. The proposed test boring depths will be 5 feet below existing ground surface. Auguring equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Auger spoils including soils and water from the test borings will be containerized in 5-gallon buckets to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed.

We propose augering five, two-inch diameter geotechnical test borings using the hand auger method to evaluate the subsurface conditions. The proposed test boring depths will be 5 feet below existing ground surface. Auguring equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Auger spoils including soils and water from the test borings will be containerized in 5-gallon buckets to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed.