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PERMFILE50639
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PERMFILE50639
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Entry Properties
Last modified
8/24/2016 10:55:05 PM
Creation date
11/20/2007 2:34:42 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1982121
IBM Index Class Name
Permit File
Doc Date
5/19/1982
Doc Name
REGULAR 112 PERMIT APPLICATION FORM
Media Type
D
Archive
No
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;. .. .. <br /> ~~/ ~ Enclosure ;'1 <br /> . Map Unit No. 121 -~- to <br /> Attachment #3 <br /> SOIL CHARACTERISTICS •' - '' <br />: <br />~ <br />Depth to bedrock <br />40-EO inches <br />. Texture <br /> Surface Channery loam <br />'a' ' Subsoil <br />' Substratum Very channery loam <br />~. <br />. ~. 'Unified Classification ML, GM, GP-(:M <br />s=, <br />s'~ Permeability Moderate <br />;~;; <br />. Percent coarse fragments 5-10 <br />. <br />,;:~ (greater thap 3 inches) <br />rr~.i Salinity (ECx10 @ 25oC) <br />- pH (surface) 7.i~-7.8 <br />~~! Shrink-swell Potential Low <br />"` Potential frost-action (surface) Low <br />%;=. Flood Hazard None <br />,.~ <br />~ <br />7~ Hydrologic Group B <br />, <br />.:~`..,~ Corrosivity Steel (uncoated) 1LiBh <br />~ <br />7;~ <br />Concrete Low <br />-;~ , <br />4t .. <br />t..., DEGREE 8 KIND OF'LIMITATIONS <br />}",'. <br />;; <br />~`.. (0 is Slight, M is Moderate, S is Severe) <br />,~ <br />~~,~ <br />t <br />Septic Tank Absorption Fields 5 Sloe de th to rock <br />P , P <br />t <br />,~ <br />yi~,j Sewage Lagoons S Slope, depth to rock <br /> <br />":~ Sanitary Landfill Trench S Slope, depth to rock <br />~,."; Area : S Slope <br />'••'N Shallow Excavations S Slope, small stones <br />:: 3 <br />~~-~ Dwellings w/basements S Slope <br />~;; w/0 basert,ents : S Slope <br />':*: <br /> <br />~;. <br />' Local Aoads d Streets : S Slope <br /> <br /> SUITABILITY AS A SOURCE OF... <br /> Daily Cover for Landfill Poor Slope, small stones <br />'=" Aoadfill Poor Slope <br /> Sand Unsuited <br /> <br />,., <br />`''" <br />-~ <br />Gravel Unsuited <br /> , <br />; <br />~ <br />'. Topsoil <br />Poor Slope, small stones <br />. <br /> <br /> <br />i'; ~~ SUBJECT TO CHANGE. 1JOT TO BE USED IN PLACE OF OIJ-SITE INVESTIGATION <br />:+. <br />
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