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77-4o.)
<br />Mr. .Jay Becker 1 Apri I I, 1971%
<br />topsoils. Again, granular till c,ml,! Ic p1:Iced and cori-
<br />,,acted up to the desired f;►:,d Ihus;, fron, a f')un(l:ltioll
<br />soils aspect, a house could be construrtud at either location
<br />with essentially the same prepa1'3tc)r. 1tll-F fleceti:lrN•.
<br />Since the grade Cluser to the lakC i I to ' fc(•r lewc�r 1`1131
<br />the grade by the carriage house, sI i . it I y more. fi I I may be
<br />necessary. Mso it appears that 11, ;tirface drainage
<br />of the lot to the north is thr••;I1111 this 1(lw arva. I1,
<br />house construction is to take pla,c c!I.I to the 1aE, ,
<br />special Care must be taken to provid I•�r ,Ilrracf.•
<br />drainage of the property io the ni,I t II. IIoIgc ter, if the
<br />grade is raised by the carrial;e h. ;I . ;pccial c:Ire should
<br />also be taken to aCCOLInt for surf:I,.— druiii-ipe 1roin the wcgt.
<br />Thus, at eitl-.;r• proposed housc 1, .:,tioii :Idvyintc surface
<br />drainage should be incorpor.!ted into the I)c ;i►:I.. It wrulA
<br />appear from our cursor~ look at th , pr•.:it,lr drainai,.e p:'n1�Ien►�,
<br />that construction towards the C;t r:•0:17' lilt' house: I
<br />would provide for an ea:;ier drain, iv. �,Iut ion.
<br />GENERAL RLMARKS
<br />The analysis and recuumendat ions in this r,pnrt
<br />are based upon the data obtained frOw thy• one soil horijiv
<br />and four hand auger probes perrortle,l at the locat ions
<br />int'icated on the attached sketch. \':Iriat ions, may order
<br />between these boring`;, the r,atur•.� and extent of%-h i-' h
<br />should be determined by ins;Pv, t it,)u h :I �:oi l • 1 n!�illrrr
<br />at 'he time of construction.
<br />Shou.d you have any question, rcv,.-irdin)t th.., • It.I )r i! 1.c•
<br />may lsrovide additional :;ervicc,-- fol. 1uI,, pit'.I:,. lcf-! frk— to
<br />contact us at your convenience.
<br />Vert' tr'II`,"lIf, 5,
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<br />Ilit'1t't;K: I
<br />r.— _ _.
<br />BRAUit,
<br />ENGINEERING TESTING.
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