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8709 10TH DR SE 2016-01-01 MF Import
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8709 10TH DR SE 2016-01-01 MF Import
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Last modified
4/3/2017 7:43:46 AM
Creation date
4/3/2017 7:43:31 AM
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Address Document
Street Name
10TH DR SE
Street Number
8709
Imported From Microfiche
Yes
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Report <br /> Cronin Custan Homes <br /> �. Iuly31, 1990 <br /> Page 3 <br /> CONCLUSIONS,WD RECOAiD1E.�YDATIONS <br /> SiAPE SI'ABILITY <br /> The u�dedying drift is a stable unit with respec[ ro deep seated slides. I do not consider the <br /> ezisting ;lopu ta be un:;table surficially, except possibly the stceper areaz �hat couid be disturbed <br /> during site grading. 1'hese are� could be subject to erosion and possible su�cial sioughin� if left <br /> exposed during periods on c�avy rain. The emsion potential of the lower drik should be considerzd <br /> Iow to noderate. <br /> SETBP.CKS <br /> 'ihH use of setbacks is ta prevenc :hz normal pmcrsses oi the slope from interfering wieh tl�z <br /> stru.ture. The only impact the slope a�ould have on�he swcture is �he erosion and slough deposiiion <br /> a[ thu bue. Where the slopes above ehe struc[ure are sceeper �han a 2:l (h�rizontal:vertical), I <br /> recommend using a 10 foot setback in orda to allow attess at the bue of t�e slope for potential <br /> maincenance. This setback could be eliminatecl if specific precauciuns are taken to reduce the <br /> accumulation of the slope Aebris. This should be evalua[ed on a lo[by lot buis. <br /> USE OC TFQS RGPORT � <br /> 7his report has been wr¢ten for Cmnin Ce�rom Homes, Inc. for their use o� a po:cion of[his <br /> pro�ect. The data and repur, shuuld be providrA m prospective wnvacrors (or their biddin; or <br /> estimatin; purposes, but my report, conclusions and inrerpretations should not be conswed as a <br /> warrany of the subsurface conditions. The scope of my services dozs not include services relaced to <br /> constv.ction safety precautions, and my recommendations are na[ intended ro direct U�,z c�ntraccers' <br /> methods, �echninues, sequences or procedures, except as specific�Ily described in my repor. for <br /> consideration in design. <br /> Tnis report has addressed the area of the wzstern sreep slope only. 1Vi[hin the limitacioa� of <br /> swpe, schedule yr! hudget, my serviczs have been exewied in accordance with venerally accepted <br /> practices in !his area at the tir�� the repott was prepare�i. No o�her condicions, exp•ess or implied, <br /> should be understood. <br /> COWRE'CTE GEJTECIINICAL ENGINEFRL�C <br />
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