Site Location 0606 1771 North Dixie Highway Monroe, Michigan 48162 Tel: 734-289-2200 Fax: 734-289-2345 www.manniksmithgroup.com Figure 1: Site Location Map US-24 and I-275 Interchange Ash Township, Monroe County, Michigan Note: Map adapted from Google Earth. Not to Scale. Figure 1 - Site Location Map.docx
N01 17'32"W 75.00' S01 17'32"E 25.00' 604 605 DESCRIPTION E. LABO ROAD- R/W VARIES (MONROE COUNTYROADCOMMIION) 633 632 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 61 610 609 608 607 606 604 605 BY DATE NO. 8/14/2017 W:\Projects\Projects K-O\MCRC0066\CAD\SHEETS\MCRC0066_SP01.dgn I-275 NORTHBOUND - 300' R/W (MICHIGAN DEPARTMENT OF TRANSPORTATION) S39 45'03"E 291.32' S88 42'28"W 497.87' 611 610 ROFTER & MCCORMICK DRAIN - WIDTH VARIES (MONROE COUNTY DRAIN COMMIION) 50' FRONT YARD SETBACK (TYP.) EXISTING TREE LIMITS FUTURE EXPANSION AREA 604 605 607 609 S69 59'52"E 330.00' N88 42'28"E 791.78' 608 606 Rofter & McCormick MCDC 605 VACTOR TRUCK DRYING BEDS AND WATER FILL STATION 2,500 TON SALT STORAGE BARN S88 42'28"W 18" DRIVEWAY CULVERT CIRCULATION AND STAGING AREA STORM WATER MANAGEMENT AREA N56 26'57"E 462.95' 330.00' 596 S57 50'03"E 133.65' N26 25'22"E 318.04' N26 25'22"E N32 26'05"W N32 26'05"W 72.96' 72.96' 120.00' 596 596 (MICHIGAN DEPARTMENT OF TRANSPORTATION) GRAPHIC SCALE 0' 40' 80' SETBACK INFORMATION: FRONT YARD - 50 FEET SIDE YARD - 30 FEET REAR YARD - 50 FEET US-24 (N. TELEGRAPH ROAD) - 120' R/W Figure 2 : Soil Boring Location Plan PREPARED FOR: 1771 NORTH DIXIE HIGHWAY MONROE, MI 48162 TEL: 734-289-2200 FAX: 734-289-2345 PROJECT DATE: XX/XX/XXXX MONROE COUNTY ROAD COMMIION NORTHEAST DISTRICT SALT FACILITY OVERALL SITE PLAN PROJECT NO.: MCRC0066 840 S. TELEGRAPH ROAD DRAWN BY: KHW 4 7 MONROE, MICHIGAN 48161 MJM CHECKED BY:
CLIENT DATE STARTED 8/29/17 COMPLETED 8/29/17 DRILLING METHOD DRILLING CONTRACTOR DRILL RIG Monroe County Road Commission PROJECT NUMBER Direct Push with Split Spoon Geoprobe 7822DT MCRC0066 HAMMER TYPE Automatic PROJECT NAME PROJECT LOCATION DRILLER JDF REMARKS. GROUND ELEVATION.0 FEET TOTAL DEPTH 5.0 FT Northeast District Salt - Civil Services Ash Township, MI BORING COORDINATES 4654844.5 N;305847.6 E FEET BACKFILL ENGINEER ON RIG SHA CHECKED BY JLS BORING ID: SB-01 PAGE 1 OF 1 Soil Cuttings GEOTECH STANDARD LOG - GINT STD US LAB.GDT - 9/8/17 14:09 - W:\PROJECTS\PROJECTS K-O\MCRC0066\ADMINISTRATION\GEOTECH\LAB AND LOGS\MCRC0066_LOGS.GPJ ELEVATION.2.0 GRAPHIC LOG LEGEND: MATERIAL DESCRIPTION Topsoil (10 inches) Hard, brown silty CLAY, some sand, little gravel, moist (CL) Bottom of borehole at 5.0 feet. WATER LEVEL AT TIME OF DRILLING WATER LEVEL AT END OF DRILLING WATER LEVEL AFTER DRILLING DEPTH 0.0 2.5 5.0 SAMPLE TYPE NUMBER 1 2 BLOW COUNTS 4-4-4 2-5-6 8 11 RECOVERY % (RQD) 67 69 MOISTURE CONTENT (%) 19 10 20 30 40 2000 4000 0 8000 D = UCS TEST PERFORMED ON DISTURBED SAMPLE P = POCKET PENETROMETER TEST T = TORVANE SHEAR TEST ATTERBERG LIMITS PL MC LL 20 40 60 80 110 120 130
CLIENT DATE STARTED 8/29/17 COMPLETED 8/29/17 DRILLING METHOD DRILLING CONTRACTOR DRILL RIG Monroe County Road Commission PROJECT NUMBER Direct Push with Split Spoon Geoprobe 7822DT MCRC0066 HAMMER TYPE Automatic PROJECT NAME PROJECT LOCATION DRILLER JDF REMARKS. GROUND ELEVATION.0 FEET TOTAL DEPTH 5.0 FT Northeast District Salt - Civil Services Ash Township, MI BORING COORDINATES 4654760.7 N;305776.3 E FEET BACKFILL ENGINEER ON RIG SHA CHECKED BY JLS BORING ID: SB-02 PAGE 1 OF 1 Soil Cuttings GEOTECH STANDARD LOG - GINT STD US LAB.GDT - 9/8/17 14:09 - W:\PROJECTS\PROJECTS K-O\MCRC0066\ADMINISTRATION\GEOTECH\LAB AND LOGS\MCRC0066_LOGS.GPJ ELEVATION.2.0 GRAPHIC LOG LEGEND: MATERIAL DESCRIPTION Topsoil (10 inches) Hard, brown mottled with gray silty CLAY, some sand, trace gravel, moist (CL) Becomes brown Bottom of borehole at 5.0 feet. WATER LEVEL AT TIME OF DRILLING WATER LEVEL AT END OF DRILLING WATER LEVEL AFTER DRILLING DEPTH 0.0 2.5 5.0 SAMPLE TYPE NUMBER 1 2 BLOW COUNTS 5-8-8 6-8-12 16 20 RECOVERY % (RQD) 47 78 MOISTURE CONTENT (%) 16 10 20 30 40 2000 4000 0 8000 D = UCS TEST PERFORMED ON DISTURBED SAMPLE P = POCKET PENETROMETER TEST T = TORVANE SHEAR TEST ATTERBERG LIMITS PL MC LL 20 40 60 80 110 120 130
CLIENT DATE STARTED 8/29/17 COMPLETED 8/29/17 DRILLING METHOD DRILLING CONTRACTOR DRILL RIG Monroe County Road Commission PROJECT NUMBER Direct Push with Split Spoon Geoprobe 7822DT MCRC0066 HAMMER TYPE Automatic PROJECT NAME PROJECT LOCATION DRILLER JDF REMARKS. GROUND ELEVATION.0 FEET TOTAL DEPTH 15.0 FT Northeast District Salt - Civil Services Ash Township, MI BORING COORDINATES 4654700.6 N;305739.4 E FEET BACKFILL ENGINEER ON RIG SHA CHECKED BY JLS BORING ID: SB-03 PAGE 1 OF 1 Soil Cuttings GEOTECH STANDARD LOG - GINT STD US LAB.GDT - 9/8/17 14:09 - W:\PROJECTS\PROJECTS K-O\MCRC0066\ADMINISTRATION\GEOTECH\LAB AND LOGS\MCRC0066_LOGS.GPJ ELEVATION.2 589.5 588.0 GRAPHIC LOG LEGEND: MATERIAL DESCRIPTION Topsoil (10 inches) Hard to very hard, grayish brown silty CLAY, some sand, damp (CL) Becomes brown and contains trace rock fragments and gravel Very stiff, gray silty CLAY, trace sand, gravel and rock fragments, damp (CL) Bottom of borehole at 15.0 feet. WATER LEVEL AT TIME OF DRILLING WATER LEVEL AT END OF DRILLING WATER LEVEL AFTER DRILLING DEPTH 0.0 2.5 5.0 7.5 10.0 12.5 15.0 SAMPLE TYPE NUMBER 1 2 3 4 5 BLOW COUNTS 4-5-7 9-13-13 13-17-20 10-15-18 3-7-9 12 26 37 33 16 RECOVERY % (RQD) 28 92 89 8500 P MOISTURE CONTENT (%) 11 10 20 30 40 2000 4000 0 8000 D = UCS TEST PERFORMED ON DISTURBED SAMPLE P = POCKET PENETROMETER TEST T = TORVANE SHEAR TEST ATTERBERG LIMITS PL MC LL 20 40 60 80 110 120 130
CLIENT DATE STARTED 8/29/17 COMPLETED 8/29/17 DRILLING METHOD DRILLING CONTRACTOR DRILL RIG Monroe County Road Commission PROJECT NUMBER Direct Push with Split Spoon Geoprobe 7822DT MCRC0066 HAMMER TYPE Automatic PROJECT NAME PROJECT LOCATION DRILLER JDF REMARKS. GROUND ELEVATION.0 FEET TOTAL DEPTH 15.0 FT Northeast District Salt - Civil Services Ash Township, MI BORING COORDINATES 4654710.6 N;305710.5 E FEET BACKFILL ENGINEER ON RIG SHA CHECKED BY JLS BORING ID: SB-04 PAGE 1 OF 1 Soil Cuttings GEOTECH STANDARD LOG - GINT STD US LAB.GDT - 9/8/17 14:09 - W:\PROJECTS\PROJECTS K-O\MCRC0066\ADMINISTRATION\GEOTECH\LAB AND LOGS\MCRC0066_LOGS.GPJ ELEVATION.2 589.5 588.0 GRAPHIC LOG LEGEND: MATERIAL DESCRIPTION Topsoil (10 inches) Very stiff, brown silty CLAY, little sand, moist (CL) Becomes very hard and contains trace rock fragments and gravel Very stiff, grayish brown silty CLAY, trace sand, gravel and rock fragments, damp (CL) Bottom of borehole at 15.0 feet. WATER LEVEL AT TIME OF DRILLING WATER LEVEL AT END OF DRILLING WATER LEVEL AFTER DRILLING DEPTH 0.0 2.5 5.0 7.5 10.0 12.5 15.0 SAMPLE TYPE NUMBER 1 2 3 4 5 BLOW COUNTS 2-2-3 5-6-9 10-17-20 10-15-20 4-8-10 5 15 37 35 18 RECOVERY % (RQD) 45 93 125 8000 P 21500 D 7000 P MOISTURE CONTENT (%) 21 11 10 20 30 40 2000 4000 0 8000 D = UCS TEST PERFORMED ON DISTURBED SAMPLE P = POCKET PENETROMETER TEST T = TORVANE SHEAR TEST ATTERBERG LIMITS PL MC LL 20 40 60 80 110 120 130
GENERAL SOIL SAMPLE NOTES Unless noted, all terms utilized herein refer to the Standard Definitions presented in ASTM D653. Standard Penetration Test (ASTM D1586): A 2.0-inch outside-diameter (O.D.), 1-3/8-inch inside-diameter (I.D.) split barrel sampler is driven into undisturbed soil by means of a 140-pound weight falling freely through a vertical distance of 30 inches. The sampler is normally driven three successive 6-inch increments. The total number of blows required for the final 12 inches of penetration is the Standard Penetration Resistance (N). Consistency COHESIVE SOILS Approximate Range of N Unconfined Compressive Strength (psf) COHESIONLE SOILS Density Classification Approximate Range of N Very Soft 0 1 Below 500 Very Loose 0 4 Soft 2 4 500 1,000 Loose 5 10 Medium Stiff 5 8 1,000 2,000 Medium Dense 11 30 Stiff 9 15 2,000 4,000 Dense 31 50 Very Stiff 16 30 4,000 8,000 Very Dense Over 50 Hard 31 50 8,000 16,000 Very Hard Over 50 Over 16,000 CLAIFICATION The major soil constituent is the principal noun, i.e. sand, silt, gravel. The second major soil constituent and other minor constituents are reported as follows: Boulders Cobbles PARTICLE SIZES - Greater than 12 inches (305 mm) - 3 inches (76.2 mm) to 12 inches (305 mm) Gravel: Coarse - ¾ inches (19.05 mm) to 3 inches (76.2 mm) Second Major Constituent Minor Constituents Fine - No.4 (4.75 mm) to ¾ inches (19.05 mm) (percent by weight) (percent by weight) Sand: Coarse - No. 10 (2.00 mm) to No. 4 (4.75 mm) Medium - No. 40 (0.425 mm) to No. 10 (2.00 mm) Trace 1% to 11% Trace 1% to 11% Fine - No. 200 (0.074 mm) to No. 40 (0.425 mm) Silt - 0.005 mm to 0.074 mm Adjective 12% to 35% Little 12% to 22% Clay - Less than 0.005 mm (clayey, silty, etc.) Some 23% to 33% And Over 35% If clay content is sufficient so that clay dominates soil properties, clay becomes the principal noun with the other major soil constituent as modifier: i.e., silty clay. Other minor soil constituents may be included in accordance with the classification breakdown for cohesionless soils: i.e., silty clay, trace sand, little gravel. If sand particle size is greater than 11% by weight of the total sample weight, the adjective (i.e., fine, medium or coarse) is added to the soil description for the sand portion of the sample, provided sand is the major or second major constituent. SAMPLE DESIGNATIONS AS Auger Sample - directly from auger flight ST Shelby Tube Sample - 3-inch diameter unless otherwise noted BS Miscellaneous Samples - Bottle or Bag PS Piston Sample - 3-inch diameter unless otherwise noted MC Macro-Core Sample - 2.25-inch O.D., 1.75-inch I.D., 5 feet long polyethylene liner RC Rock Core - NX core unless otherwise noted LB Large-Bore (Micro-Core) Sample - 1-inch diameter, 2 CME Continuous Sample - 5 feet long, 3-inch CS feet long polyethylene liner diameter unless otherwise noted Split Spoon Sample - 1-inch or 2-inch O.D. HA Hand Auger LS Split Spoon () Sampler with 3 feet long liner insert DP Drive Point NR No Recovery CM Coring Machine www.manniksmithgroup.com
BORING / WELL LOG USCS KEY - - 9/8/17 14:14 - W:\PROJECTS\PROJECTS K-O\MCRC0066\ADMINISTRATION\GEOTECH\LAB AND LOGS\MCRC0066_LOGS.GPJ SAMPLE TYPES COARSE-GRAINED SOILS MORE THAN HALF IS COARSER THAN NO. 200 SIEVE FINE-GRAINED SOILS MORE THAN HALF IS FINER THAN NO. 200 SIEVE Split Spoon sample, 1 inch or 2 inch outer-diameter. MAJOR DIVISIONS S MORE THAN HALF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE SANDS MORE THAN HALF COARSE FRACTION IS FINER THAN NO. 4 SIEVE SIZE SYMBOLS KEY SILTS AND CLAYS CLEAN S WITH LE THAN 15% FINES S WITH 15% OR MORE FINES CLEAN SANDS WITH LE THAN 15% FINES LIQUID LIMIT 50% OR LE SILTS AND CLAYS HIGHLY ORGANIC SOILS SANDS WITH 15% OR MORE FINES LIQUID LIMIT GREATER THAN 50% WELL SYMBOLS Portland Cement Blank Casing Bentonite Pellets First Encountered Groundwater Static Groundwater Filter Pack Screened Casing GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT TYPICAL NAMES WELL-GRADED S WITH OR WITHOUT SAND POORLY-GRADED S WITH OR WITHOUT SAND SILTY S WITH OR WITHOUT SAND CLAYEY S WITH OR WITHOUT SAND WELL-GRADED SANDS WITH OR WITHOUT POORLY-GRADED SANDS WITH OR WITHOUT SILTY SANDS WITH OR WITHOUT CLAYEY SANDS WITH OR WITHOUT INORGANIC SILTS OF LOW TO MEDIUM PLASTICITY WITH OR WITHOUT SAND OR INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY WITH OR WITHOUT SAND OR ORGANIC SILTS OR CLAYS OF LOW TO MEDIUM PLASTICITY WITH OR WITHOUT SAND OR INORGANIC SILTS OF HIGH PLASTICITY WITH OR WITHOUT SAND OR INORGANIC CLAYS OF HIGH PLASTICITY WITH OR WITHOUT SAND OR ORGANIC SILTS OR CLAYS OF HIGH PLASTICITY WITH OR WITHOUT SAND OR PEAT AND OTHER HIGHLY ORGANIC SOILS Topsoil OTHER MATERIAL SYMBOLS Poorly Graded Sand with Clay Clayey Sand Sandy Silt Gravelly Silt Poorly Graded Gravelly Sand Well Graded Gravel with Clay Well Graded Gravel with Silt Well Graded Gravelly Sand Shale Shaly Dolomite Limestone BORING / WELL LOG KEY