Structural Assessment. While it may be possible for the inspector to note damaged materials, neither the inspector nor the inspection firm is liable or responsible in any way to determine the structural integrity of any building materials. If a more qualified opinion is desired, the services of a licensed, qualified contractor or structural engineer should be obtained.
Structural Assessment. By February 16, 1996, Tenant may --------------------- obtain a structural assessment of the building situated on the Leased Premises ("Structural Assessment") prepared by such qualified engineering or architectural firm as may be acceptable to Tenant and reasonably acceptable to Landlord. The expense of the Structural Assessment shall be borne by Tenant.
Structural Assessment. Lessee shall be solely responsible for, and shall conduct an annual structure assessment of the radio transmission tower. A written report of such structural assessment shall be provided to Lessor on an annual basis.
Structural Assessment. Review the buildings and structures at the Rock Creek AWWTF to determine the structural performance capability to withstand the effects of a seismic event. The following facilities will be evaluated: Structural ASCE 41-31 Tier 1 Evaluation Unlikely to Survive Lateral Spreading Not Critical for Minimal Treatment Proposed for Evaluation 1 Influent Pump Station (built in 1976 & 1999) x 2 Headworks Building (built in 1999) x 3 Primary Clarifier #1 thru #3 (built in 1999) x 4 Primary Treatment Gallery x 5 Rectangular Primaries and Old Headworks x 6 Septage Receiving x 0 Xxxx Xxxxxx Building (built in 1996) 8 Digesters 1 & 2 x 9 Digesters 3 & 4 x 10 Digesters 5&6 x 11 Old Digester Control Building x 12 New Digester Control Building x 13 West Primary Effluent Pump Station x 14 Aeration Basins 1 and 2 x 15 Secondary Clarifiers 1 thru 6 x 16 West Floc Basin x 17 O&M Building 18 Lube Oil Building x 19 Old Gravity Thickeners x 20 WASSTRIP and Centrate Tanks x Structural ASCE 41-31 Tier 1 Evaluation Unlikely to Survive Lateral Spreading Not Critical for Minimal Treatment Proposed for Evaluation 21 Dewatering/Thickening Building x 22 West Chlorine Contact Basin x 23 West Filters x 24 Outfall Structure x 25 Admin Building x 26 East Blower Building x 27 Chemical Building (built in 1991 and 1999) x 28 Aeration Basin 4 and 5 x 29 Aeration Basin 6 and 7 x 30 Secondary Clarifiers 7 thru 10 x 31 East Return Activated Sludge (RAS) pump station x 32 Tertiary Complex x 33 Claricones (four total) x 34 East Chlorine Contact Basin and Filters x 35 East PW Pump Station, Electrical Room x 36 Struvite Recovery Building x 37 Actiflo x 38 Outfall Pipes x 39 Gravity Thickeners x 40 Galleries x 41 Misc Yard Piping x Structural ASCE 41-31 Tier 1 Evaluation Unlikely to Survive Lateral Spreading Not Critical for Minimal Treatment Proposed for Evaluation 42 Misc Electrical (PPS 2, transformers, etc.) x Total Number of Facilities 42 Total Number Proposed for Evaluation 28
