My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9606 19TH AVE SE McDONALDS 2018-01-02 MF Import
>
Address Records
>
19TH AVE SE
>
9606
>
McDONALDS
>
9606 19TH AVE SE McDONALDS 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/14/2021 10:13:06 AM
Creation date
4/2/2017 2:55:59 PM
Metadata
Fields
Template:
Address Document
Street Name
19TH AVE SE
Street Number
9606
Tenant Name
McDONALDS
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
163
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL <br />(2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20 <br />CN points). However, high CN areas should not be combined with low CN areas (unless the <br />low CN areas are less than 15% of the subbasin). In this case, separate hydrographs shoved be <br />generated and summed to form one hydrograph. <br />FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS INKING COUNTY <br />SOIL GROUP <br />HYDROLOGIC <br />GROUP' <br />SOIL GROUP <br />HYDROLOGIC <br />GROUP* <br />AI erwo <br />© <br />Orcas Peat <br />D <br />Arenas, Alderwood Material <br />C <br />Oridia <br />D <br />Arents, Everett Material <br />B <br />Ovall <br />C <br />Beausite <br />C <br />Pilchuck <br />C <br />Bellingham <br />D <br />Puget <br />D <br />Briscot <br />D <br />Puyallup <br />B <br />Buckley <br />D <br />Ragnar <br />B <br />Coastal Beaches <br />Variable <br />Renton <br />D <br />Earlmonl Silt Loam <br />D <br />Riverwash <br />Variable <br />Edgewick <br />C <br />Sala[ <br />C <br />Everett <br />A/B <br />`Sammamish <br />D <br />Indianola <br />A <br />Seattle <br />D <br />Kitsap <br />C <br />Shacar <br />D <br />Klaus <br />C <br />Si Sill <br />C <br />Mixed Alluvial Land <br />Variable <br />Snohomish <br />D <br />Neilton <br />A <br />Sultan <br />C <br />Newberg <br />B <br />Tukwila <br />D <br />Nooksark <br />C <br />Urban <br />Variable ) <br />Normal Sandy Loam <br />D <br />Woodinville <br />D i <br />HYDROLOGIC SOIL GROUP CLASSIFICATIONS <br />A. (Low runoff potential). <br />Soils having high infiltration rates, even when thoroughly wetted, and consisting <br />chiefly of deep, well -to <br />-excessively drained sands or gravels. These soils have a high rate of water <br />transmission. <br />B. (Moderately low runoff <br />potential). Soils having moderate infiltration rates when thoroughly wetted, and <br />consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of <br />water transmission. <br />C. (Moderately high rum.0 potential). Soils having slow Infiltration rates when thoroughly wetted, and <br />consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately <br />fine to fine textures. These <br />soils have a slow rate of water transmission. <br />D. (High runoff potential). <br />Soils having very slow infiltration rates when thoroughly wetted and consisting <br />chiefly of clay soils with <br />a high swelling potential, soils with a permanent high water table, soils with a <br />hardpan or clay layer at or near the surface, and shallow soils over nearly Impervious material. These soils <br />have a very slow rate of water transmission. <br />From SCS, TR-55, Second Edition, June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation <br />Record, Form ft5, September 1988. <br />3.5.2-2 11/92 <br />
The URL can be used to link to this page
Your browser does not support the video tag.