// CODE SNIPPET

406.7.1 Site Investigation

Private Sewage Disposal Code 2018 of South Holland > 4 Site Evaluation and Requirements > 406 Site Requirements > 406.7 Altering Slopes > 406.7.1 Site Investigation

Go To Full Code Chapter

Soil test data shall show that a sufficient depth of suitable soil material is present to provide the required amount of soil over bedrock and ground water after alteration. A complete site evaluation as specified in this section shall be performed after alteration of the site.

Upcodes Diagrams

Related Code Sections

406.7.1 Site Evaluation and Requirements, Site Investigation

water after alteration. A complete site evaluation as specified in this section shall be performed after alteration of the site ...

Private Sewage Disposal Code 2018 of South Holland > 4 Site Evaluation and Requirements > 406 Site Requirements > 406.7 Altering Slopes > 406.7.1 Site Investigation

406.7.1 Site Evaluation and Requirements, Site Investigation

water after alteration. A complete site evaluation as specified in this section shall be performed after alteration of the site ...

Private Sewage Disposal Code 2012 of South Holland > 4 Site Evaluation and Requirements > 406 Site Requirements > 406.7 Altering Slopes > 406.7.1 Site Investigation

401.2 Site Evaluation and Requirements, Site Evaluation

of the completion of testing for all sites investigated ...

Private Sewage Disposal Code 2012 of South Holland > 4 Site Evaluation and Requirements > 401 General > 401.2 Site Evaluation

401.2 Site Evaluation and Requirements, Site Evaluation

of the completion of testing for all sites investigated ...

Private Sewage Disposal Code 2018 of South Holland > 4 Site Evaluation and Requirements > 401 General > 401.2 Site Evaluation

1613.2.2 Structural Design, Site Class Definitions

be used unless the building official or geotechnical data determines that Site Class E or F soils are present at the site. Where site investigations ...

Building Code 2018 of South Holland > 16 Structural Design > 1613 Earthquake Loads > 1613.2 Seismic Ground Motion Values > 1613.2.2 Site Class Definitions