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andlor remediated, to the satisfaction of this inspector. All points of corrosion, both on the exterior of the tank and the tank supports, appear to hai e been adeatlosel,addres-ced areal phis condition rewires no Further action. Points of minor corrosion on the tank itself should be addressed as part of preventative maintenance as well. These minor spots of corrosion pose no danger, and prudent maintenance operations would address this issue and prevent any corrosion issues affecting the Tank' integrity from arising. The concrete floor, upon close visual inspection has The AST sits on a concrete pad and is not under cover where rainwater would be generally prevented from entering or corroding the system from on top or from beneath. However, as SwRI 93-01 Protected Tanks are double wall tanks with integral secondary containment, the issue of rainwater entering the tank's inner systems is negligible or non-existent, as rainwater would merely run off _v the top of the tank due to its e cylindrical design. The concrete floor is in very good shape, -� with only minor surface cracks (to be expected with concrete pads) and the tank is secured to =4t the pads appropriately and grounded. The 10,000 gal Aboveground Storage Tank sits within concrete crash bollards for impact protection, on at ' generally continuous pour pad, with space around it for inspections, maintenance, or access for repair operations. Nearby next to the fuel dispenser, there are two other fuel tanks, a 2000 gal. red Diesel Fuel AST & a 1000 gal. Gasoline AST. AST sits on pad with a lowered drainage system running the direction of the tank layout and tending to pool beneath the tanks, not to any sewer or runoff connections. The concrete pads beneath the tank is clear, easily visually inspected and show no residue of diesel product, or any other petroleum product stains, indicating no leaks from the tanks, and no spills onto the concrete pad. The concrete pad appears to be relatively NEW from debris beneath the tank, and the pad is clear from LL vegetation. This 10,000 gallon AST is a Southwest Research Institute (SWRI) 93-01 listed integral secondary j containment fuel storage tank. All of the secondary containment appears to be in very good operating order and in good shape. As previously mentioned, the hairline cracks in the concrete are normal conditions for concrete and should be watched over time to avoid any impact on the stability of this tank. The tank is secured to the concrete pad, and as such is unlikely to move in a frost heave, should weather conditions be such that the danger could otherwise appear. The AST (Aboveground Storage Tank) appears to have