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Klingelhutz south boring map and logs 6-27-13
Haugo GeoTechnical Services. 13570 Grove Drive 9278 Maple Grove, MN Approximate Soil Boring Location Soil Boring Location Sketch Proposed Site Development 781 Lake Susan Dr Chanhassen, Minnesota * Figure #: 1 Drawn By: ALO Date: 6/27/13 Scale: None Project #: 13-354 z a W in Q M M HALIrm HaugoGeoiechnicalServices, LLC BORING NUMBER SBA 13570 Grove Drive, #278 Maple Grove, Minnesota 55311 PAGE 1 OF 1 CLIENT Mr. Brian Klin efhutz PROJECT NAME 781 Lake Susan Dr PROJECT NUMBER 13-354 PROJECT LOCATION Chanhassen Minnesota DATE STARTED 3 COMPLE'T'ED 6127113 GROUND ELEVATION 908 ft MSL HOLE SIZE 7 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHODHollow Stem AuQerlSplit.Spaon �! AT TIME OF DRILLING LOGGED BY DAB CHECKED BY JLW 9.00 ft1 Efev 899.00 ft AT ENb qF DRILLING NOTES 280'5, 110'Wof the NE Curb radius 10.D0 ft / Elev 89$.00 ft AFTER DRILLING —Not Encountered at Cave-ln Depth of 9 feet U a z t_: A SPT N VALUE A H W M C7 < MATERIAL DESCRIPTION o;TW LU w co C3 (00 p z -� w � � 20 40 60 80 PL MC LL C7 � aJgO§ - l' 20 40 60 t80 QV U z Q 0 rn 0 Ir ❑ FINES CONTENT (%) ll Lean Clay, slightly organic, dark brown, wet. (Topsoil/FILL) 20 40 60 80 AU Clayey Sand, fine to medium grained, brown, moist to wet. (Fill) 1 10 7 (SC) Clayey Sand with Poorly Graded Sand seams, trace Gravel to With Gravel, brown, wet to waterbearing, loose to medium dense. (Glacial Till) iM) Poorly Graded Sand with Silt, fine to medium grained, Gravel, brown, waterbearing, medium dense. (Glacial Till) Bottom of borehole at 16.0 feet. SS 3-3-5 2 ($} SS 1-4-4 3 (8) SS 3-7-14 4 (21) S5 6-8-11 5 (19) SS $_11-9 6 (2D) SSI 9-9-10 7 (19} M ti N 17 HALIGO Haugo GeoTechnical Services, LLC BORING NUMBER S13-2 MM13570 Grove Drive, #278 PAGE 1 OF 1 Maple Grave, Minnesota 55311 CLIENT Mr. Brian Klinaelhutz PROJECT NAME 781 Lake Susan Dr PROJECT NUMBER 13-354 PROJECT LOCATION Chanhassen Minnesota DATE STARTED 6127113 COMPLETED 6127173 GROUND ELEVATION 910 ft MSL HOLE SIZE 7 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split spoon n AT TIME OF DRILLING 5.00 ft 1 Elev 905.00 It LOGGED BY DAB CHECKED 3Y JLWAT END OF DRILLING 8.00 ft 1 Elev 9D2.00 ft NOTES 130'8, 210'W of the NE Curb radius AFTER DRILLING —Not Encountered at Cave -In D th f Lu 0 U _ =(9 < (7 MATERIAL DESCRIPTION W a F}fr W CO B- Z) � Z z Lean Clay, slightly organic with roots and fibers, dark brown, wet. (TopsoiVFILL) Ail >_ ^ cc c Clayey Sand, fine to medium grained, trace Gravel, grey and brown, wet to waterbearing. (FILL) 8 j O z -j I Sg- PL MC LL O- U� Co� `se Q D's 20t 4 60 �$0 Uz U Q_ > o 0 5 S7 SS 10 (SP -SM) Poorly Graded Sand with Silt, fine to coarse grained, with Gravel, brown, waterbearing, medium dense. (Glacial Till) 55 11 � 10 l S5 - 12 SS i3 15 E14 uutu IVIZ dL ID.0 keel. 3-5-4 (9) 2-4-7 (11) 8-8-10 (18) 6-11-12 (23) 9-12-10 (22) ep o 6 feet e z I— A SPT N VALUE A >_ ^ cc c W 20 40 60 80 j O z -j I N PL MC LL O- U� Co� `se Q D's 20t 4 60 �$0 Uz U Q_ > o 0 FINES CONTENT (%) EI 3-5-4 (9) 2-4-7 (11) 8-8-10 (18) 6-11-12 (23) 9-12-10 (22) HALIG© Haugo GeoTechnical Services, LLC BORING NUMBER -3 L 13570 Grove Drive, #278 Maple Grove, Minnesota 55311 PAGE 1 OF 1 CLIENT Mr. Brian Klin elhutz _ PROJECT NAME 781 Lake Susan Dr PROJECT NUMBER 13-354 PROJECT LOCATION Chanhassen Minnesota DATE STARTED 6/27113 COMPLETED 6/27113 GROUND ELEVATION 907 ft MSL HOLE SIZE 7 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Au22L/5 lit S ooh.. AT TIME OF DRILLING — Not Encountered LOGGED By DAB CHECKED BY JLW AT END OF DRILLING --- Not Encountered NOTES 240'5 180`W of the NE Curb radius AFTER DRILLING — Not Encountered at Cave -In Depth of 14 feet v a o z A SPT N VALUE EL �ry W -- Jo MATERIAL DESCRIPTION H w � -E � p z D- N 20 40 60 80 PL MC LL EL a s j mOa Lan � 20 40 60 80 Z w U z o 0 IL o Q FINES CONTENT Lean Clay, organic with roots and fibers, black, moist. (TopsoillFILL) 20 40 60 80 (CL) Sandy Lean Clay, trace Gravel, light brown with rust stains, AU 15 wet, medium to rather stiff. (Glacial Till) SS 16 I 3-4-4 (8) SI 3-3-4 7 (7) SS � I 3-4-7 (11) 1 SS 3-5-7 19 (12) SS 3-5-6 20 (11) S 4-5-5 2 {10) of Bottom of borehole at 16.0 NI z HALIGD HaugeGeoTechnicalServices, LLC C23 ORI G NUMBER S13-4 13570 gftt Grove Drive, #278 PAGE 1 OF 1 Maple Grove, Minnesota 55311 (SC) Clayey Sand with coarse grained sand seams, brown, moist, loose. (Glacial Till) 3-3-3 CLIENT Mr. Brian Klin elhutz SS (6) PROJECT NAME 781 Lake Susan Dr PROJECT NUMBER 13-354 (CL) Sandy Lean Clay, trace Gravel, brown, rather stiff to stiff. (Glacial Till) 34-6 PROJECT LOCATION Chanhassen Minnesota DATE STARTED 6/27113 COMPLETED 6127113 GROUND ELEVATION 910 ft MSL HOLE SIZE 7 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS; DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered LOGGED BY DAB CHECKED BY JL1N AT END OF DRILLING — Not Encountered NOTES 115'S, 100'W of the NE Curb radius SS 25 AFTER DRILLING — Not Encountered at -Cave -In Qepth of 13 feet U o z h SPT N VALUE ��- n- O w - U) ru z a �_ 20 40 60 80 o MAT> RiAL DI SCRIPTIQN LU m LU -j :E -j mo> I-- � � ^ PL MC LL E— —® �� 0x o O 0 1 SS 20 40 60 80 0 4-5-8 �z U) W UZ Q� p ❑ FINES CONTENT (%) ❑ Lean Clay, organic, black, moist. (Topsoil) 20 40 60 80 — / AU (CL) Lean CI b 22 1 ay, rown, moist. (Glacial Tilf) C23 (SC) Clayey Sand with coarse grained sand seams, brown, moist, loose. (Glacial Till) 3-3-3 SS (6) (CL) Sandy Lean Clay, trace Gravel, brown, rather stiff to stiff. (Glacial Till) 34-6 24 (10) SS 25 3-5-6 (11) 3-5-6 (11) SS 26 Ak 1 SS 4-5-8 / 27 (13) / 1 S5 5-7-8 j 28 (15) Bottom of borehole at 16.0 feet. a- _ 40 X 31 20 Liescriptive Terminology of Sc Standard D 2487 - 00 _I,fIcatiOn of SONS for Engineering Purpo off (Umftcd Soil Classification Syst(- -m) ,t5 An(i Sr"I TL5,5 I p P,Irtl(-'IFI -Size IderitificaVon Relative f3r.nsity of COhes;orlless Soil,, CH rA H GH -1 .., I-. ki ,riF 7 U 30 St! I'D G I 15 Liquid Linut il-Li Laboratory Tests rV 0 SG P700 qu C011SIStOriCy o€ Cohesive soils ji Pr Driffing Notes L 1 I.4 T ;A-, ..in t:.j �3r, igi N�jjjj, �3111111` �7-77-1 �111- Gp SIN Ic OL OL P,Irtl(-'IFI -Size IderitificaVon Relative f3r.nsity of COhes;orlless Soil,, CH rA H GH -1 .., I-. ki ,riF 7 U 30 St! I'D G I 15 Liquid Linut il-Li Laboratory Tests rV 0 SG P700 qu C011SIStOriCy o€ Cohesive soils ji Pr Driffing Notes L 1 I.4 T ;A-, ..in t:.j