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4621 Manor Dr - Soils Report 1 a��c� �i BORING NUMBER HAP-2 CC1 Haugo GeoTechnical Seroices PAGE 1 OF 1 2825 Cedar Avenue S "` Minneapolis,MN 55407 CLIENT Shields Landscapinq PROJECT N ME 4621 Manor Drive PROJECT NUMBER 14-680 PROJECT LOC ' esota DATE STARTED 9/16/14 COMPLETED 9/16/14 GROUND ELEVATION 100 ft MSL HOLE SIZE 3 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hand Auqer Probe AT TIME OF DRILLING ---Not Encountered LOGGED BY TR CHECKED BY BB AT END OF DRILLING ---Not Encountered NOTES 1'Behind Wall, Existinq Grade= 100.0 AFTER DRILLING ---Not Encountered w �� U I—W = W� �� �O MATERIAL DESCRIPTION 0 � Qz � � 0.0 = ` Silty Sand,trace Gravel with roots and fibers,dark brown,moist.(Topsoil) AU � .\a� . AU :��r, ,� a � i�F� � a AU o V..a _ — .1.5 98.5 � AU ,� �1�� Silty Sand,fine to medium grained,trace Gravel,slightly Organic,dark brown,moist.(Buried Topsoil) o ,; .,� � — o ;.. ;, a AU '..: � 2.5 �.,, ;� � A� � $ �� {4—�� 3.0 97.0 � AU Poorly Graded Sand with Silt,fine to medium grained,trace Gravel to with Gravel,brown.(FILL) N U w AU '0 9 � AU � 10 � � 5.0 AU z w � AU � z � AU 0 � AU J m a AU Auger refusal at 7 feet.(Gravel/Cobble) w 7.0 93.0 � Bottom of borehole at 7.0 feet. U 0 0 'n 0 v 0 F � � ro 5 � � 0 � � � z � J J W 3 a � x m J � W Z W C7 C°�Cl Haugo GeoTechnical Services BORING NUMBER HAP-3 PAGE 1 OF 1 2825 Cedar Avenue S � Minneapolis, MN 55407 CLIENT Shields Landscapinq PROJECT NAME 4621 Manor Drive PROJECT NUMBER 14-680 PROJECT LOCATION Eaqan,Minnesota DATE STARTED 9/16/14 COMPLETED 9/16/14 GROUND ELEVATION 100 ft MSL HOLE SIZE 3 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hand Auqer Probe AT TIME OF DRILLING ---Not Encountered LOGGED BY TR CHECKED BY BB AT END OF DRILLING ---Not Encountered NOTES 3'Behind Wall,Existinq Grade=100.0 AFTER DRILLING ---Not Encountered w _ �� � U d� Wm U a� W� �g � �O MATERIAL DESCRIPTION � a Z � c� o.o � AU — Silty Sand with Gravel,dark brown,moist.(Topsoil) ;, .,a.,;. AU ��r, .� � a �� i�.����;. C9 — Q qU ��i; �.� x — .1.5 98.5 � AU �� �—�` Silty Sand,fine tom edium grained,slightly Organic,dark brown,moist.(Buried Topsoil) o ;�%, .;� � — Z AU i;. ,t�;. � 2.5 �2 2.5 97.5 N A� Poorly Graded Sand with Silt,fine to medium grained,trace Gravel, brown,moist.(FILL) � � � AU �, 13 U W AU 0 � F Z AU � � � 5.0 AU z w � AU � z � AU U � � AU J � � AU � � � AU � 7.5 0 � AU 8.0 92.0 � AU (SP-SM)Poorly Graded Sand with Silt,fine to medium grained,with Gravei,trace roots,brown,moist. o �4 Sp_ : (GlacialOutwash) � SM . . � AU � 9.0 m 91.0 � Bottom of borehole at 9.0 feet. � � 0 r � f- z � J J W � a r x m J � W Z W C� � �� BORING NUMBER HAP-1 �� Haugo GeoTechnical Services PAGE 1 OF 1 2825 Cedar Avenue S � Minneapolis, MN 55407 CLIENT Shields Landscapinq PROJECT NAME 4621 Manor Drive PROJECT NUMBER 14-680 PROJECT LOCATION Eaqan,Minnesota DATE STARTED 9/16/14 COMPLETED 9/16/14 GROUND ELEVATION 100 ft MSL HOLE SIZE 3 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hand Auqer Probe AT TIME OF DRILLING ---Not Encountered LOGGED BY TR CHECKED BY BB AT END OF DRILLING ---Not Encountered NOTES _1'Behind Wall,Existinq Grade=100.0 AFTER DRILLING --Not Encountered w }� U = Hw � _ W� �� N �O MATERIAL DESCRIPTION � Q Z � C� � 0.0 '=' ` Silty Sand,trace Gravel,trace roots and fibers,dark brown,moist.(Topsoil/FILL) AU ; .`a�. AU �„y.,� d � i �i; c� — ¢ AU ,�i; ,a _ — .1.5 98.5 ? AU Poorly Graded Sand with Silt,fine to coarse grained,trace Gravel,brown to light brown,moist.(FILL) 0 2 � � AU � 2.5 � AU a � � � AU � U � AU � F AU z � w AU Z 5.0 3 5.0 95.0 m AU ''—'' �� Silty Sand,trace roots and fibers,dark brown,moist.(Buried Topsoil) Z4 �% >"-�� 5.5 94.5 � AU (SM)Silty Sand,mostly fine to medium grained,trace Gravel,trace roots,brown,moist.(Glacial Till) U O O � AU J m � N AU � w � A� SM : � 7.5 5 0 ° AU 0 a o AU � ° AU m 9.0 91.0 � AU (SC-SM)Clayey Sand with Silt,fine to medium grained,trace Gravel,trace roots,brown,moist.(Glacial Till) � 6 SC- . � AU SM . z 10.0 10.0 90.0 `� Bottom of borehole at 10.0 feet. J J W � I a I � x m J � ll� Z W (� �G yv ��i �� �HAP��. � � � �,.:�� HP�P 2� ,�,. , �=, ��� �`;; HAP 1 � � ..�:.���<, \�'' i �° � � �„,�e,i��u�,.,. 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