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2215 MERRILL CREEK PKY BASE FILE 2018-01-01 MF Import
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2215 MERRILL CREEK PKY BASE FILE 2018-01-01 MF Import
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Last modified
11/16/2018 3:55:43 PM
Creation date
2/25/2017 10:12:59 PM
Metadata
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Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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;..: <br /> ����:t.Y� <br /> � T��� ..., ..- 4fSlMlfi 1 <br /> � � <br /> IA� � <br /> ��c y i <br /> ,,Hlt� <br /> li�� . . . . .. ' ";;LX�A.A4?'�°" �.�iC} . •`;,+F44y�' _. <br /> � <br /> , :.� �. <br /> � . . . ..... . ' �tl.k4v..-.. ��v.11. ":.... 4 1 n. �� ::a..:M�r <br /> � <br /> Qy • t� <br /> �y� i1 � <br /> �A Geo�Gngineeis <br /> Qr � � <br /> ��y� � � erFHNDia e <br /> � � <br /> � � � <br /> �� `y ��-�� FIELD EIIPLOR4TIONS ANll LAB0124TORY TESTING _ <br /> � �r�1 The subsurface conditi.ons were explored by excavating ten test piCs <br /> ' ►�l' W � fal � <br /> !:"� ': �� on P1ay 15, 1989 at the locations shown on the Site Plan, Figure 1. The <br /> explora[ion locations were determined by measuring from flagged survey <br /> • ' j points existing in the field and locat'ing tliem on a survey base map <br /> ti <br /> '. provided by Wilsey & Ham PaciEic. The elevations were estimated from <br /> ? topographic information presented on the base map. � <br /> S <br /> � a ` <br /> The Cest pils were er.cavated to depths ranging from 8 to 12 eet <br /> � using a rubber-tired backhoe under suhcontract to our firm. The test pit ) <br /> I�a explorations were continuously monitored Uy a geotechnical engineer from �, � . <br /> F our firm who maintained a detailed log oE the soils encountered, oUtained <br /> •,-,���_ :. li� . <br /> . � � �` ':� � representative soil samples, and observed ground water conditions. Soils <br /> '? " encountered were classified in general accordance with the system shown in � <br /> �,j � �� � Figure A-1. The test pit logs are presented in Figures A-2 through A-6. � <br /> . i All soil samples were brought to our lahoratory for further exami- ,i <br /> 1 � �� ' � nation and were CesCe� to determine field moisture content. 'Phe results <br /> I t <br /> � � of [he moisCure conCent tests are presented in Figure A-7. <br /> - � ���� � � �. . � <br /> j �� � � n � � <br /> ; _� � L � <br /> � � <br /> � << <br /> ; <br /> � <br /> �-p� � ; <br /> , � I <br /> ��� i . ` <br /> , <br /> - �, <br /> ; <br /> � � <br /> 4 <br /> 1 <br /> � �{ <br /> w � - 1 <br /> i1 <br /> � � <br /> 1 <br /> I <br /> -1,��,--?-m-t: - -- -- - -. -. _...� �� i <br />
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