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CUSTOMER/JOB: FILLNER CONSTRUCTION TIME: 10:39:51 DATE: 04-27-2000 VERSION: 12/30/98 TANK DESCRIPTION: Model DWT6:10'dia:20000 gal INPUT FILES USED: MAT, 10DW6.20 TANK TYPE: DOUBLE WALL TYPE II TANK - Model DW3/6 INSIDE DIAMETER: 120 INCHES INSIDE LENGTH (CAP TO CAP): 449 INCHES NUMBER OF ANCHOR POINT PAIRS: 0 TOTAL BUOYANT FORCE ON TANK 169,816 LBS (NOTE=EER MEANS EXTENSIONS, ENCLOSURES, & RISERS) BOUYANT FORCE FROM EER 1 3,602 LBS BOUYANT FORCE FROM EER 2 4,705 LBS TOTAL BUOYANT FORCE ON (TANK + EERS) 178,123 LBS WHEN ANCHORS ARE USED, THE ONLY SOIL LOAD CONSIDERED TO BE ACTING ON THE TANK IS THE SOIL COLUMN IMMEDIATELY ABOVE THE TANK (NO SOIL WEDGE IS CONSIDERED AS THE SOIL WEDGE WILL BE USED BY THE ANCHOR) MINIMUM BURIAL DEPTH: 72 INCHES SURFACE CONCRETE SLAB THICKNESS: 9 INCHES DISTANCE FROM GRADE TO WATER LEVEL (0 IS FLOODED HOLE): 72 INCHES INSTALLATION CONFIGURATION: MULTIPLE TANKS SIDE BY SIDE ONLY SIDE BY SIDE SPACING OF 24 INCHES NUMBER OF ENCLOSURES, EXTENSIONS AND RISERS: 2 NUMBER 1 DIAMETER: 42 INCHES NUMBER 1 HEIGHT: 72 INCHES NUMBER 1 LOCATION FROM TANK END: 115.75 INCHES SEALED EXTENSION, ENCLOSURE OR RISER NUMBER 2 DIAMETER: 48 INCHES NUMBER 2 HEIGHT: 72 INCHES NUMBER 2 LOCATION FROM TANK END: 259.5 INCHES SEALED EXTENSION, ENCLOSURE OR RISER SOIL SATURATED UNIT WEIGHT: 120 POUNDS/CU.FT. SOIL SUBMERGED UNIT WEIGHT: 57.6 POUNDS/CU.FT. SOIL DRY UNIT WEIGHT: 100 POUNDS/CU.FT. ANNULAR FLUID SPECIFIC GRAVITY: 0 CONDITION COMMENTS LOAD FS REQ'D FS FLOAT OUT MULTI -TANK BUOYANCY 1.77 1.20 FLOAT OUT SINGLE -TANK BUOYANCY 1.97 1.20 WARNING: THIS ANCHORING CALCULATION HAS BEEN DONE WITH THE WATER LEVEL IN THE HOLE AT LESS THAN GRADE. FLUID CONTAINMENT RECOMMENDS THAT ALL ANCHORING CALCULATIONS (WHEN THE TANK MAY BE EXPOSED TO WATER IN THE HOLE) AND TANK ANCHORING BE DONE WITH WATER FIGURED AT GRADE.