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832 RUCKER AVE 2016-01-01 MF Import
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832 RUCKER AVE 2016-01-01 MF Import
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Last modified
5/18/2017 9:44:13 AM
Creation date
3/9/2017 1:43:31 AM
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Address Document
Street Name
RUCKER AVE
Street Number
832
Imported From Microfiche
Yes
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� Pioposed Modificalion lo the Residence oi Joel 8 Kathy Larsen February 12, 2004 <br />Everett, Washington ORA Project Number: 04-065-Report 1 <br />� <br />� assumed that the high groundwater level is a foot above its current level, the bottom of <br />the new slab-on-grade must be two feet above current groundwater elevation or at <br />elevation 499 feet. <br />If, as the homeowner demands, the bottom of the basement floor is placed at an <br />elevation below the recommended elevation of 499 feet, the area will need to be <br />permanently dewatered. And the homeowner must accept all the risk associated with <br />buildi�g and maintaining a permanent dewatering system as well as the risk of damp or <br />wet floors, mildew, and toxic mold. The homeowner must realize that some molds can <br />render the home unsafe for human occupancy. <br />To minimize the risk of groundwater contact with the basement floor, the basement floor <br />should be placed on a system of supporting and filtering aggregates, synthetic filters, <br />vapor retarders, and drains. The under-drain system, from bottom to top, should consist <br />of the native Silty SAND soil; a three-inch this layer of imported, fine SAND, a layer of <br />filter fabric similar to Mirafi� 180N; a six-inch layer of well-graded, free-draining, rounded <br />to sub-rounded GRAVEL with four-inch diameter, Schedule 40, perforated pipes <br />connected to a header system and tightlined to the off-site discharge point; a layer of 8 <br />mil polyethylene sheeting; two- to three-inch thick layer of well-graded SAND. <br />The groundwater must be permanently lowered to a level of at least six inches below the <br />bottom of the free-draining gravel beneath the entire basement area. Issues associated <br />with permanently lowering the water table are discussed later in this report. <br />6.3.2 Garage Slabs <br />Garage slabs-on-grade sliould be supported on a minimum four-inch-thick, suitable, <br />free-draining, sand or gravel base that follows gradation and compaction <br />recommendations piovided in this report. A vapor retarder such as 6-mil polyethylene <br />sheeting should be included beneath the slab to minimize transmission of moisture <br />ttirough the concrete floor. A minimum, two-inch thick layer of clean sand may be <br />piaced on top of the polyethylene sheeting to protect the sheeting and to enhance the <br />curing of the concrete slabs. <br />Otto Rosenau & Associates, Inc. Page 8 of 13 <br />
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