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CUSTOMER/JOB: FILLNER CONSTRUCTION <br />TIME: 10:37:23 DATE: 04-27-2000 VERSION: 12/30/98 <br />TANK DESCRIPTION: MODEL DWT6:10'DIA:10M/10M COMP <br />INPUT FILES USED: MAT, 10DW6.20 <br />TANK TYPE: DOUBLE WALL TYPE II COMPARTMENT TANK - Model DW3/6 <br />INSIDE DIAMETER: 120 INCHES <br />INSIDE LENGTH COMPARTMENT (CAP TO CAP) A: 234.75 INCHES <br />INSIDE LENGTH COMPARTMENT (CAP TO CAP) B: 214.75 INCHES <br />NUMBER OF ANCHOR POINT PAIRS: 0 <br />TOTAL BUOYANT FORCE ON TANK 170,025 LBS <br />(NOTE=EER MEANS EXTENSIONS, ENCLOSURES, & RISERS) <br />BOUYANT FORCE FROM EER 1 : 3,602 LBS <br />BOUYANT FORCE FROM EER 2 : 3,602 LBS <br />BOUYANT FORCE FROM EER 3 : 3,602 LBS <br />BOUYANT FORCE FROM EER 4 : 3,602 LBS <br />TOTAL BUOYANT FORCE ON (TANK + EERS) 184,433 LBS <br />WHEN ANCHORS ARE USED, THE ONLY SOIL LOAD CONSIDERED TO <br />BE ACTING ON THE TANK IS THE SOIL COLUMN IMMEDIATELY <br />ABOVE THE TANK (NO SOIL WEDGE IS CONSIDERED AS THE <br />SOIL WEDGE WILL BE USED BY THE ANCHOR) <br />MINIMUM BURIAL DEPTH: 72 INCHES <br />SURFACE CONCRETE SLAB THICKNESS: 9 INCHES <br />DISTANCE FROM GRADE TO WATER LEVEL (0 IS FLOODED HOLE): 72 INCHES <br />INSTALLATION CONFIGURATION: MULTIPLE TANKS SIDE BY SIDE ONLY <br />SIDE BY SIDE SPACING OF 24 INCHES <br />NUMBER OF ENCLOSURES, EXTENSIONS AND RISERS: 4 <br />NUMBER 1 DIAMETER: 42 INCHES <br />NUMBER 1 HEIGHT: 72 INCHES <br />NUMBER 1 LOCATION FROM TANK END: 99.25 INCHES <br />SEALED EXTENSION, ENCLOSURE OR RISER <br />NUMBER 2 DIAMETER: 42 INCHES <br />NUMBER 2 HEIGHT: 72 INCHES <br />NUMBER 2 LOCATION FROM TANK END: 165.25 INCHES <br />SEALED EXTENSION, ENCLOSURE OR RISER <br />NUMBER 3 DIAMETER: 42 INCHES <br />NUMBER 3 HEIGHT: 72 INCHES <br />NUMBER 3 LOCATION FROM TANK END: 267.75 INCHES <br />SEALED EXTENSION, ENCLOSURE OR RISER <br />NUMBER 4 DIAMETER: 42 INCHES <br />NUMBER 4 HEIGHT: 72 INCHES <br />NUMBER 4 LOCATION FROM TANK END: 333.75 INCHES <br />SEALED EXTENSION, ENCLOSURE OR RISER <br />SOIL SATURATED UNIT WEIGHT: 120 POUNDS/CU.FT. <br />SOIL SUBMERGED UNIT WEIGHT: 57.6 POUNDS/CU.FT. <br />SOIL DRY UNIT WEIGHT: 100 POUNDS/CU.FT. <br />ANNULAR FLUID SPECIFIC GRAVITY: 0 <br />CONDITION <br />COMMENTS LOAD FS REQ'D FS <br />---------------- ------ ------------ <br />