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Logs and SketchS00°10'43"W 1131.8 +/-N00°10'43"E 1220.1 +/-1161.341081.20[12][13 ] Sewe r Easemen t pe rDoc. Nos . 244417 & 244418[13] Turnaround EasementPer Doc. No. 2444188" PVC8" PVCExisting HouseExisting HouseDeck12" RCP[13] Temporary Easementper Doc. No. 244418Upper Level Deckw/ Walkout Beneath32LOT 2BLOC K 1 SB-1 SB-4 SB-2 SB-3 1:30 DRAFTSubject to RevisionSilty Clayey Sand, trace Roots, black, frozen. (Topsoil) (CL) Sandy Lean Clay, trace Gravel, brown and gray, wet, rather stiff to very stiff. (Glacial Till) (CL) Sandy Lean Clay, trace Gravel, gray, wet, rather stiff. (Glacial Till) Bottom of borehole at 14.5 feet. AU 5 SS 6 SS 7 SS 8 5-5-6 (11) 5-7-10 (17) 3-4-7 (11) NOTES GROUND ELEVATION LOGGED BY DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 2/15/22 COMPLETED 2/15/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-1 CLIENT Gayle Morin PROJECT NUMBER 21-1312 PROJECT NAME 1441 Lake Lucy Road PROJECT LOCATION Chanhassen, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/16/22 14:48 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1312 1441 LAKE LUCY ROAD.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 DRAFTSubject to RevisionSilty Clayey Sand, trace Roots, black, frozen. (Topsoil) (CL) Sandy Lean Clay, trace Gravel, brown and gray, wet, rather stiff to very stiff. (Glacial Till) Sand Seam at about 10 feet (CL) Sandy lean Clay, trace Gravel, gray, wet, stiff. (Glacial Till) Bottom of borehole at 14.5 feet. AU 1 SS 2 SS 3 SS 4 4-4-5 (9) 40-15-5 (20) 3-5-8 (13) NOTES GROUND ELEVATION LOGGED BY DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 2/15/22 COMPLETED 2/15/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-2 CLIENT Gayle Morin PROJECT NUMBER 21-1312 PROJECT NAME 1441 Lake Lucy Road PROJECT LOCATION Chanhassen, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/16/22 14:48 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1312 1441 LAKE LUCY ROAD.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 DRAFTSubject to RevisionSilty Clay, trace Roots, black, wet. (Topsoil) (SC) Clayey Sand, fine grained, gray and brown, wet, loose. (Glacial Till) (CL) Sandy Lean Clay, trace Gravel, brown and gray, wet, rather stiff. (Glacial Till) (CL) Sandy Lean Clay, trace Gravel, gray, wet, rather stiff. (Glacial Till) Bottom of borehole at 14.5 feet. AU 13 SS 14 SS 15 SS 16 3-3-3 (6) 3-4-2 (6) 3-5-7 (12) NOTES GROUND ELEVATION LOGGED BY DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 2/15/22 COMPLETED 2/15/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-3 CLIENT Gayle Morin PROJECT NUMBER 21-1312 PROJECT NAME 1441 Lake Lucy Road PROJECT LOCATION Chanhassen, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/16/22 14:48 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1312 1441 LAKE LUCY ROAD.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238 DRAFTSubject to RevisionSandy Lean Clay, trace Roots, dark brown, wet. (Topsoil) (CL) Sandy Lean Clay, trace Gravel, brown and gray, wet, very stiff. (Glacial Till) (CL) Sandy Lean Clay, trace Gravel, gray, wet, stiff. (Glacial Till) Bottom of borehole at 14.5 feet. AU 9 SS 10 SS 11 SS 12 4-9-10 (19) 6-9-13 (22) 3-5-8 (13) NOTES GROUND ELEVATION LOGGED BY DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: CHECKED BY PG DATE STARTED 2/15/22 COMPLETED 2/15/22 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC DEPTH(ft)0.0 2.5 5.0 7.5 10.0 12.5 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 MOISTURE CONT.(%)NOTESPAGE 1 OF 1 BORING NUMBER SB-4 CLIENT Gayle Morin PROJECT NUMBER 21-1312 PROJECT NAME 1441 Lake Lucy Road PROJECT LOCATION Chanhassen, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 2/16/22 14:48 - C:\USERS\HGTS 3\DROPBOX (HGTS)\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\21-1312 1441 LAKE LUCY ROAD.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN 55407 Telephone: 612-729-2959 Fax: 763-445-2238