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<br />f"iC C::.S ? 353: qei. E3Lh SG Ii !4 eV 3..3:?i. :) 3 d?C:"' :. ° ']' [ f?a t.
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<br />. ._.. :?•!yr• :55r f:C`~?r .1153'. ~~72n :.. il? '3C:- 3.'2 -~ :~I? $L:! ,, .2f:a: ~?;Cw tie SL'r °..;2 13'f: t0 3
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<br />:. _c,t,.: ?,ita`_ility wi..:] t•?i pr .._. re7)rt ...::e: _ , '.22rirn Im!ex Pr_~=_rties is a:17 a:ai.37;?
<br />3-i .: ?r r: :es .=_:ailed inkr-3:icn ~.,"! Bich °._ila,e: This ilf:r:~3[i7n c.. :'.e:: !?:?raise tte suiti i!i:y :° lac`
<br />-.~ .,1 3: rC 3'd(111. TF3 O'.f(Crli'.?? :' SO:~ 3.':2r 1: li :: 3``:11 ?2d wl Lti i:l? Cr C?meet 15 nCt COn iIU2red U
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<br />a_. a_.. ._': i. :3 3 ?a;'f :,, .. :: Via: d...~ "gip '... _ _ _+: i:; On l: 3rf°C L'' FJ '3ry ?"'?25, a flsh Ad!2r :3 bye,
<br />1+: :._._. 'C+ eC.. ...: ;oll p?.'f~ .; I.1 :. __,. .. __ .__. CCi1G l: L•: 3,1j :'1 .'.?: li 12~2r11 '.?d ty lC; 3:r °_".g[1 ill
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<br />:_...:3:.: ~;.acd~ =,:Join ai~;.li'ic1n: a-:~::: cf iar; c, ;r,'.21 or ,a;h. fhe+ -a,2 at 12351 5 feet of suitable
<br />.._ :3[, ~ .]a i~':P~+'s'n?li BOC?'(l L, °j+ C]hb!?i d'lf i'3l'>, .7?d SIOOei Of :: Jc'fC2nt i~ 1?>i. Deoth to 152
<br />.,... .; '..::7 ~. .~., na'.C i20i2 :.. .:, ~. .,_, ._,,, ill C' 7": :]]y-ii .e: 73fCIC!2: 3Cd ..3':e 3 ~i;3[lCl Cy Jf IEis C"3n 10.
<br />-:~ V q 7 1C f? 3t? s~lr;nk-sw2i! GO C2nt131, S10:di of 1S M 25 C2rC2OC, Or m31y StOn25. D20th t0 [h2 fV3 t2f t3 b12 15 1
<br />:ci'.3 rated '. o:: nave a ,i3;ticity index c` a]rz than i0, a high shrank-;~?1! cctential, alny stones, or s!LFes of
<br />1L ^ teas 2S p2r2nt, ih=_i arE w2 t, and the deCth to ti'? water [a612 is less than l fco[, these sails may have
<br />` :aaer of >uita7le aatarial, but the material ii lees than i feet thick.
<br />.+ a': jr IV2~ 3'? ~r lt-0f ii 3ggregat23 a': i:a bl°_ f;r C:nl2 rcidl CS2 wl Ch 3 ll nl T71 7f 0"CJ?a51 na `'3n,', and
<br />;-..?i 3'? u:ec i,. nary ,iron cf cers:r'_CL[CC. Gi2Z:f1C3tICC5 for 2a_c c>e r3 r; .•i7?I:. in this r=..ari on;y
<br />. ? C'::ib:I:C/ 7r findir; naterial ]r iClt3ble CU3nCI:~ :S 27d1'3t2~f. ik? SU:ta]Illtysf t`'2 n3i2rldl f9r 57':1flC
<br />C9"C;5"_ I` 'Ot 2';a! !?:2d, 40r ]re 13;'.].'5 i`1: irf?Ct 2+: 3'J3t10n 0° th? Cd :?J 13:. i`? Ci OP'-rCl°_5 U:°_0 '0 2V3:'J 3t?
<br />:4? .... a. 3 5TJ ._ C` i3"d _ •'.fa/'., afa C'~~.:... :° jral~ al:ZS 135 and lC3:e.f Cy t.2 nyl C,.2r; ~ C13:SIf!__.!0,1
<br />~- [+? ;_.... :]2 'lick°.?ss o. s.,i;3c:a 1_.2,i.i!. 3'd t-_ ,:aftr.l 7t r7;k fray:=-.:>. .i-.ds of n_;, a_idity, ant
<br />,''3:i".:3:t)n 3'2 yi:2n in the s.;il seri2:,?;.ri[air ;. Grai3ti7r of gnat, sits ie. _i:en in :he Engine?ling ind2.
<br />Pr:;?: ties :2(Or[.
<br />A snit rat?d 35 a 'Probable` s;,urce has a 1ay2r of c:?3- ;3c.+, aroi gr3val or 3 !3 sr cf sand or grz~el that contains
<br />uc ,) 1::e'.2nt silty fines. ibis nat2rial last h2 at :'_151 3 feet thick aad less [ban i0 oerCEnt, by weight, large
<br />stores. A11 other soils are rated as an '?7erobable' source. :c1rs2 fragments of soft bedrock, such as shale and
<br />slltstoee, are not considered to be sand and gravel.
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