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4703 GLENHAVEN DR 2016-01-01 MF Import
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4703 GLENHAVEN DR 2016-01-01 MF Import
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Last modified
2/11/2017 4:17:21 PM
Creation date
2/11/2017 4:17:06 PM
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Address Document
Street Name
GLENHAVEN DR
Street Number
4703
Imported From Microfiche
Yes
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I I BORING LOG � <br /> s <br /> � g"'� a <br /> � <br /> � Approzimate Ground Surfece El�vation� 8+ <br /> Penetra6on Resistence T � <br /> Sotl Profile Sampie Data (Bb���_�) �a piezomaler <br /> -- � ^ 10 20 30 40 50 50. � Inste�lation- <br /> � — ' — '-- - '---'--.,_— r Gmund Weter <br /> t a � a.�� Moisture Conlent 8 D818 <br /> I Descripticn �$ �g � � m �p� (Percent-�) � (DeP�M Fee1) <br /> c7 �rn m '��8 10 20 30 40 50 50� J <br /> I I I I <br /> IBrowrngray siN(very soft to soft,moisq F(_IIL) I 2 I � V I � M � <br /> I � % <br /> ; ML <br /> � � ����� 11 � � ■ i M <br /> y 34% <br /> Brown�rey sitt-wiih fine sand lensas(herd,moist)� �-� �� —��>� — — I \ I <br /> (chunky) . .. � t 5 -5 <br /> + 37 <br /> I I .., . ,' ML I <br /> I - - - — I � 35 ' . . I � <br /> Inlerbedded brown�ray and gray silt end sand with sitt I �p 10 <br /> � (hard,moist) — — — — — — — — .- �� MU� 51 � <br /> — _ .--SP-SM I � <br /> Gray siR inlerbedded..�m fine silty sand(hard,moisl) , � M � <br /> (heckled) - , ML 25% <br /> 520.6• <br /> � G2y,iromozide stained,silt with fine la medium send _ � <br /> L <br /> (haM,moisq , . ,: ML 39l 15 ■ f 15 <br /> - - - - - - - - - - - - - -��—:�� 50-5" ' 24% G I <br /> � Browmgray sitt wKh fine sand(hard,moisQ � ` ML 2y � G I <br /> 50-5' ZBqq I <br /> Boring lermineted bebw e,cisting grede al 18.5 feel on I I I r <br /> � 12/21/06.Groundwater seepage was not encountored Z� � � �- 20 <br /> during drilling. i <br /> �I <br /> � i LI <br /> 25 . .. . .. . . . _ t-25 <br /> I I <br /> I I � I � <br /> LEGEND i� Solid PVC Pipe Concrete M Moisture content i <br /> ^ Slotled PVC Pipe Bentonite A A��e�re <br /> n Depth Driven and Amounl Rocovered �--- G Grain-size Matysls <br /> , with 2-inch O.D.Split•Spoon Sampler �_; MonumenV Cap Netive Soil DS Direct Shear <br /> ro Piezometer pp pockel Penelrometer Readings,tonsift � <br /> i �De th Dmen and Amounl Recovered [-] Silka Sand <br /> p ie Lbuid Limit P Sample Pushed � <br /> with 3-inch Shelby Tube Sampler + Plestic Limit 1 Water Level 7 7riaulal '� � <br /> NOTE:SuOaurin:s mn�tliqu tlepfctetl represe�t wr o0aervalbru et Ne Ilme enC butbn d tnla upbniry InM.maURieC Ey�nW^e�in9�uv.�^ayYa�n0 hAparrenL Thay en not r�a�Ny m <br /> ropnxmnWe ol oNx tmea an0 bcatbna.We cannr eaept re�pororoliry lor tne we n Intarps�tbn ty omen d�nbrrtution qewitea m me bq. � <br /> I ProjectNumber \ NEL90N GEOTECHNICAL No. Dete Revlslon By CK � <br /> 755706 AghaghafarResidence NGq� AS90CIATES� INC. � i�� o�q�r nnv eo Y{ <br /> c' <br /> Figure 7 Boring Log G[OTCCMNICAL ENGIN[[R8 9 G[OLOGIlT� VtG9l nMbn JPw BD � <br /> � _ mn.�une..re.wm �.n�..w.av+.�r � <br /> Page 1 of 1 `�"'�`�"�' �h�d��,� 3 <br /> lufl�a iwrrua�.mo I <br />
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