Tlb will conduct six inch diameter soil test borings up to a maximum depth of feet for slope repair. Two borings will be in ddot right of way (potomac ave), and one auger-only boring will analyze subgrade conditions. Tlb will perform in situ- standard penetration tests in each boring (expect st-1), retrieve soil samples at continious 2 intervals to a depth of feet and at 5 foot intervals thereafter for slope repair borings, and retrieve soil samples at continuous 2 foot intervals to a depth of 6 feet for pavement boring. Ddot and other necessary permits will be secured. Ddot contact dcka-2013 t-0089

A geoprobe-r- will be used to drill one boring depth on feet, convert to temporary monitoring wells to collect current soil and groundwater analytical date to develop order of magnitude impact estimates for a feasibility study. The boring diameter will be max three inchees, as per site plan, work plan report, dc well construction application and dc well schematic from per ddoe/wqd regulation.

Tlb will conduct six inch diameter soil test borings up to a maximum depth of feet for slope repair. Two borings will be in ddot right of way (potomac ave), and one auger-only boring will analyze subgrade conditions. Tlb will perform in situ- standard penetration tests in each boring (expect st-1), retrieve soil samples at continious 2 intervals to a depth of feet and at 5 foot intervals thereafter for slope repair borings, and retrieve soil samples at continuous 2 foot intervals to a depth of 6 feet for pavement boring. Ddot and other necessary permits will be secured. Ddot contact dcka-2013 t-0089

A geoprobe-r- will be used to drill one boring depth on feet, convert to temporary monitoring wells to collect current soil and groundwater analytical date to develop order of magnitude impact estimates for a feasibility study. The boring diameter will be max three inchees, as per site plan, work plan report, dc well construction application and dc well schematic from per ddoe/wqd regulation.

Tlb will conduct six inch diameter soil test borings up to a maximum depth of feet for slope repair. Two borings will be in ddot right of way (potomac ave), and one auger-only boring will analyze subgrade conditions. Tlb will perform in situ- standard penetration tests in each boring (expect st-1), retrieve soil samples at continious 2 intervals to a depth of feet and at 5 foot intervals thereafter for slope repair borings, and retrieve soil samples at continuous 2 foot intervals to a depth of 6 feet for pavement boring. Ddot and other necessary permits will be secured. Ddot contact dcka-2013 t-0089

A geoprobe-r- will be used to drill one boring depth on feet, convert to temporary monitoring wells to collect current soil and groundwater analytical date to develop order of magnitude impact estimates for a feasibility study. The boring diameter will be max three inchees, as per site plan, work plan report, dc well construction application and dc well schematic from per ddoe/wqd regulation.

A geoprobe-r- will be used to drill one boring depth on feet, convert to temporary monitoring wells to collect current soil and groundwater analytical date to develop order of magnitude impact estimates for a feasibility study. The boring diameter will be max three inchees, as per site plan, work plan report, dc well construction application and dc well schematic from per ddoe wqd regulation.

A geoprobe-r- will be used to drill one boring depth on feet, convert to temporary monitoring wells to collect current soil and groundwater analytical date to develop order of magnitude impact estimates for a feasibility study. The boring diameter will be max three inchees, as per site plan, work plan report, dc well construction application and dc well schematic from per ddoe wqd regulation.