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D <br />O <br />o <br />TEST HOLE NO._ <br />mrATiDM nr»nr N.R. 1 <br />HOlt ADVANCED wv 7”o.d. hollow StQHI.QUOO <br />IOGCED hy B.S. - J.F. ----DATE Apr.. <br />1; Brown silty & clnycy fine <br />ium sand. <br />(SM-SC) <br />5aturated. Loose. <br />Black well decomposed peat. <br />(Ft) Saturated. Soft. <br />Grey-black to dark grey <br />to pale grey <br />organic silt, <br />mollusk shell fragments. <br />(OH) <br />Satura tod. <br />Very soft. <br />TEST HOLE MO. 1 (con tinued)TEST HOLE NO—2_ <br />LOCATION--------------------------- <br />HOLE ADVANCED BY---------- <br />LOGGED BY----------------------- <br />NO BLOWS’ PER FOOT <br />LOCATION Housfi Comer <br />HOLE ADVANCED BY. 7* <br />LOGGED »v n S - T.P <br />NO BLOWS PER FOOT <br />^!!| <br />i:;: <br />NO BLOWS PER FOOT <br />i;:: <br />III: <br />El <br />nil iiil -till <br />NO lUOvVS t»fH <br />Grey, interbedded, <br />clayey S silty fine sand, <br />sandy clay. <br />lenses fine to coarse sand <br />trace gravel <br />CL, lenses SW)(SM-SC, CL, Icnsi <br />Clay;:Slightly pl,ai <br />Sand :Sa tu rated.LoLoose to medium <br />Grey fine to c oar .so sand, <br />--------- -SW) Saturat^.d_trace gravej_ <br />Medium dense. <br />HOLE TERMINATED <br />No Refusal. <br />NOTE; Water leyol at 3.2'depth <br />upon completion; at 1.0'depth <br />1-3/4 hrs. latcT. <br />.3'Topsoil Fill ;Dk.brown organli <br />’ • -- - -- Moist.rlavoy sand ,roots (SC-OL) <br />- clayey & si 1ty fi-med. <br />(SM-SC) <br />Vfet to saturated. <br />Loose. <br />Grey-black to pale grey <br />organic silt, <br />mollusk shell fragments. <br />(OH) <br />Saturated. <br />Very soft. <br />Grey, interbedded, <br />clayey s s.iJLty fine san^ <br />fine san^y sUt,. <br />lenses fine to coarse sand, <br />trace gravel (SM-SC,ML,lenses St <br />Saturated. Loose. <br />HOLE TERMINATED <br />No Refusal. <br />NOTE; Water level at 1' depth <br />after completion. <br />BpmrrTSINGLE FAMILY DWELLING <br />LOT 11. BLOCK 1, BALDUR PARK <br />^CLAYm <br />EL SILT <br />E PEAT <br />lLi3 SAND <br />^ GRAVEL <br />^BED ROCK <br />\'?a, <br />PLASTIC LIMIT----- <br />LIQUID LIMIT—-' <br />.. BLOWS <br />ITANDARO <br />PENETRATION <br />/ TEST <br />\ NO. BLOWS PER <br />\ FT. - CONE <br />r PENETRATION <br />/ TEST 60.“ <br />'9' <br />DIA <br />SYMBOCS <br />c - cohesion, la./ so. ft. <br /><f - INTERNAL FRICTION, DEGREES <br />S - SATURATION, V. <br />Jin - WET. DENSITY. LB / CU. FT. <br />■’ st«?«th "’ <br />W - natural MOISTURE CONTENT % <br />T - UNDISTURBED SAMPLE <br />B <br />O <br />R <br />E <br />H <br />O <br />L <br />L <br />O <br />G <br />SUBTERRANEAN <br />ENGINEERING CORP. <br />MINNEAPOLIS. MINNESOTA <br />CONSULTING SOIL ENGINEERS <br />checked <br />R.H.I. <br />drawing n <br />2