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07-6335
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07-6335
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Last modified
3/6/2009 4:37:02 PM
Creation date
1/11/2008 9:37:33 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
07-6335
Building Department - Name
DAUGHTRY RD PROFF
Address
37914 DAUGHTRY RD
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<br />12/06/06 WED 17:55 FAX 727 867 9455 <br /> <br />Wi 11 inghamCompanies <br /> <br />~005 <br /> <br />..".r!'I' ., <br />" II. <br />. ~. . ~: <br /> <br />Zephyrhillli Professional Center Site <br />Pasco County, Florldll <br />GDE Job No. 05-432 <br />Page 1 <br /> <br />PROJECT INFORMATION <br /> <br />Existing Site <br /> <br />Based on the project information provided for our review, we understa rid that the project is proposed to <br />consist of a commercial office building with an associated pond and roadways located at the apex of <br />Dale Mabry Highway and US 41 (Land 0' Lakes Boulevard) in Pasco County, Florida, Project <br />information was provided by Willingham Architecture, PA <br /> <br />We have assumed minor earthwork will be associated with the site development and anticipated cut <br />and fill quantities less than 2 to 3 feet. <br /> <br />Project Approach <br /> <br />The objective of the geotechnical investigation for the proposed project was to obtain information <br />concerning the general subsurface conditions over the site in order to make preliminary geotechnical <br />engineering estimates and recommendations in each of the following areas: <br /> <br />. Soil stratigraphy at the boring locations and the development of the approximate soil <br />profile. <br /> <br />. General location and description of potentially deleterious materials which may interfere <br />with construction progress or new structure performance, including buried or surficial <br />existing fills, organics, construction debris, etc. <br /> <br />. Identification of some critical design or construction details, including present <br />groundwater levels, estimated wet season levels, and seasonal fluctuations across the <br />site. <br /> <br />. Suitability and availability of materials found on-site, that might be excavated or moved <br />during site grading, for use as structural fill in the building and pavement areas and as <br />general backfill. <br /> <br />. Engineering criteria and recommendations for the placement and compaction of <br />approved fill materials (if necessary) in and around all proposed pavement areas. <br /> <br />. Design and construction recommendations considering the water table conditions. <br /> <br />Scope of Work <br />In order to address the above objectives, our scope of work for this project included the following: <br /> <br />. <br /> <br />Reviewed available published information on the site, including the United States <br />Department of Agriculture (USDA) Soil Censervation Service (SCS) soil survey data for <br />Pasco County. <br /> <br />Conducted a subsurface exploration program consh.ting of soil borings, subsurface <br />sampling, and field-testing, Our exploration progmm for this project consisted of <br />conducting 8 SPT borings to a depth of 25 feet for the structures and 5 auger borings to <br />8 feet for the roadway/parking locations (Figure 2 - Boring Locations). Our testing <br />included the collection of representative soli samph!s and recording the SPT blow <br />counts during the drilling of the borings. <br /> <br />Measured the stabilized groundwater levels at the boring locations. <br /> <br />. <br /> <br />. <br />
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