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HomeMy WebLinkAboutHOBR1801 Test Pit LogsDate Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Very gravelly sandy loam (SM) to 58" Compact fine sandy clay loam (CL) Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP1 Pit terminated at 6 ft depth. No groundwater was observed. Hole was backfilled with spoils.N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: NW corner, 75' E of Hwy 20, 25' S of Property Line, 45' NW of Building CornerSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP1 Project Name Design Services for Self-Storage Sheet 1 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Compact fine sandy clay loam (SM) Very gravelly sandy loam (SM) Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP2 Pit terminated at 5.5 ft depth. No groundwater was observed. Hole was backfilled with spoils.N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: N end, 200' W of East Property Line, 60' S of Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP2 Project Name Design Services for Self-Storage Sheet 2 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Loamy sand (SP) Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP3 Pit terminated at 6 ft depth. No groundwater was observed. Hole was backfilled with spoils. Topsoil, gravellly sandy loam (SM), roots to 24" Very gravelly silt loam (HL)N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: NE corner, 160' W of East Property Line, 225' S of North Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP3 Project Name Design Services for Self-Storage Sheet 3 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP4 Pit terminated at 4 ft depth. No groundwater was observed. Hole was backfilled with spoils. Gravelly sandy loam (SM) Loamy fine sand (SP)N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: SE corner, 50' W of East Property Line, 125' N of South Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP4 Project Name Design Services for Self-Storage Sheet 4 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP5 Loamy sand (SP) Gravely rock (GP) Pit terminated at 4.5 ft depth. No groundwater was observed. Hole was backfilled with spoils. Mottled silt loam (HL)N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: S end, 325' E of Hwy 20, 150' N of Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP5 Project Name Design Services for Self-Storage Sheet 5 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP6 Extremely gravelly loamy sand (SP) Pit terminated at 6 ft depth. No groundwater was observed. Hole was backfilled with spoils.N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota, P.E. Driller/Rig Type Client/Backhoe Boring Location: SW corner, 150' E of Hwy 20, 150' N of Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP6 Project Name Design Services for Self-Storage Sheet 6 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP7 Extremely gravelly loamy sand (SP), mottled Extremely gravelly loamy sand (SP) Pit terminated at 7 ft depth. No groundwater was observed. Hole was backfilled with spoils.N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: SW corner, 125' E of Hwy 20, 50' N of Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP7 Project Name Design Services for Self-Storage Sheet 7 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP8 Pit terminated at 6 ft depth. No groundwater was observed. Hole was backfilled with spoils. Extremely gravelly loamy sand (SP)N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: SW corner, 50' E of Hwy 20, 100' N of Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP8 Project Name Design Services for Self-Storage Sheet 8 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP9 Pit terminated at 5.5 ft depth. No groundwater was observed. Hole was backfilled with spoils. Gravelly loamy SAND (SP) Silty clay loam (ML), mottled Loamy fine sand (SM)N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Zachary Slota Driller/Rig Type Client/Backhoe Boring Location: W side, 50' E of Hwy 20, 400' N of Property LineSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP9 Project Name Design Services for Self-Storage Sheet 9 of 10 Project No.HOBR 1801 9/10/2018 Date Location Elevation Inspector Datum Backhoe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Pit No. NTI Engineering & Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452-8491 TP10 4-6" topsoil over (medium dense); brown; SAND with cobbles (SP); moist; (fill) (Medium dense); gray; GRAVEL with cobbles (GP); moist; (fill) (Medium dense); brown; SAND with silt and some cobbles (SM); moist Pit terminated at 7.5 ft depth. No groundwater was observed. Hole was backfilled with spoils.N-ValueRec. / RQDBlows Per 6"Depth (ft.)Sample Description SOIL: Relative Density / Consistency; color; USCS Group Name (Symbol); moisture content; additional comments. Example: Hard; brown; Sandy CLAY (CL); dry; trace Gravel; Cemented; air voids 3+mm. ROCK: Hardness; Weathering; Color; Texture; Lithology; Bedding; Foliation. Discontinuities: Orientation; Spacing; Roughness; Weathering; Aperture; Filling.Sample # /Core Run #Depth Intv./Run LengthInches DrivenSPT8012 Hwy 20, Port Townsend, WA, 98368 Stephen Hanes, E.I. T. Driller/Rig Type Client/Backhoe Boring Location: SW corner, 100' E of Hwy 20, 100' N of Property Line, Location of Pilot Infiltration TestSample Types / Drill Tools:Bulk Geotechnical Test Pit Log TP10 Project Name Design Services for Self-Storage Sheet 10 of 10 Project No.HOBR 1801 10/19/2018