Specifications include, but are not limited to: 1. Tank Exterior Inspection, Report and Repairs: Completely inspect the exterior of each tank at least once within a twenty-four (24) month period for elevated tanks and every sixty (60) month period for hydropneumatic tanks to ensure that the structure is in a sound watertight condition, free of any defects, active corrosion and damaged coating systems. The inspection shall also include a review of the tank foundation and supporting structures. Defects shall be identified by the Contractor to a representative of the Town at the time of the inspection. The Contractor shall also provide an inspection report to the Town that includes a comprehensive summary of the inspection and corrective actions and repairs (if any) that were performed by the Contractor within thirty (30) days from date of inspection. It is anticipated that repair services will not require recoating of more than 10% of the exterior surfaces. The Contractor shall repair any caulked areas. 2. Tank Exterior Renovation: Projected exterior renovation cycles should foremost ensure the structure is protected. Notwithstanding, the Town expects a tank to be kept visually appealing and will not accept visible surface imperfections, blistering, cracking, flaking paint or excessive chalking. Re-coating of the exterior of a tank shall be performed in a 10- year cycle, or as the condition of the tank warrants. This will include sand blasting all of the exterior coating system, adding a prime coating and finished coating of the tank. Prior to painting, the Contractor shall provide submittals of the proposed coating system, number of coats and DFT of each coat for approval by the Town. Unless otherwise specifically requested by the Town, all finished coating systems shall match the color of the existing tank. Note that the Contractor will be responsible for correcting in an expedited manner, any premature coating failure to ensure that the tanks are protected and kept visually appealing. The date of the most recent recoating of the exterior of the Marshall Street Tank is unknown. The Stonewall Tank exterior was repainted in 2018. As such, a complete tank exterior renovation may not be required during the initial award period. 3. Tank Interior Inspection, Report and Repairs: Completely wash out and inspect the interior of each tank at least once within a twenty-four (24)-month period for elevated tanks and every sixty (60) month period (assumed once in this contract period) for the hydropneumatic tank, to ensure that the interior of the structure is in a sound watertight condition, free of any defects, active corrosion and damaged or failing coating systems. The interior coating system shall be free of any visible surface imperfections, blistering, cracking, and flaking paint. Defects shall be identified by the Contractor to a representative of the Town at the time of the inspection. The Contractor shall also provide an inspection report to the Town that includes a comprehensive summary of the inspection and corrective actions and repairs (if any) that were performed by the Contractor within thirty (30) days from date of inspection. It is anticipated that repair services will not require recoating of more than 10% of the interior surfaces. The Contractor shall repair any caulked areas.