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March 3], 2008 <br /> Mr. Paul Tessicr <br /> L&A Job No. 8A027 <br /> Pagc 12 <br /> walls to prevent accwnulation of groundwater behind and buildup of hydrostatic pressurc against <br /> the walls. 'Chis drainagc blanket fili shoulJ be compacted to a non-yielding state with a vibratory <br /> compactor. Structural fill should bc used for backfilling the walls behind the vertical drainage <br /> blanket. The top 12 to 1 S inches of thc backfill may consist oCcompacted, clean, on-site granular <br /> soils. Heavy compaction equipment should not be allowed within the walls of a horizontal <br /> dislance equal to that of the wall heights. A 4-inch perforatcd PVC footing drain pipe, as <br /> recommended in thc DRAINAGE CONTROL section of this rcport, should be provided for the <br /> basement or extended footing walls. 'Che 1'ooting drain lines should be hydraulically connected to <br /> the drainage blanket behinJ lhe walls. <br /> SLAB-ON-GRAUF. FLOORS <br /> Slab-on-grade floors, if used, should bc� placed on firtn subgrade soils prepared as outlined in the <br /> Site Prenaration and General Gr:idinb and the Structural Fill sections of this reporl. Where <br /> moisture wntrol is critical, the slab-on-grade tloors should be placed on a capillary break which <br /> is in turn placed on thc compactcd subgradc. Thc capillary brcak should consist of a minimum <br /> four-inch-thick laycr of frcc-draining gravcl or crushed rock wntaining no mon� than 5% by <br /> wcight passing thc No. 4 sicvc. Wc rccommend that a vapor barricr, such as a 6-mil plastic <br /> membranc, bc placcd ovcr the cupillary break to kcep moisturc from migrating upwards. <br /> DRIVEWAY 1'AVF;MF.N'1' <br /> Perfommnce of drivcway pavcment is critically rclated to the conditions of the underlying <br /> subgradc soils. We rccommend thut lhe subgraJe soils under the roadway be tmated and <br /> preparcd as dcscrilxd in thc Sitc Prcparation :and Gcncral Grading sc�ction of this report. Prior to <br /> placing basc matcrial, thc subgradc soils, aftcr stripping of surficial unsuitablc soils, should be <br /> compacted to a non-yiclding state with a mechanical compactor anJ proof-rolled with a piece of <br /> hcavy construction equipment, such as a i'ully-loaded dump truck. Any areas with exccssivc <br /> LIU & ASSOCIATES, [NC. ' �� <br />