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HomeMy WebLinkAboutSW6220302_Soils/Geotechnical Report_20220727Southeastern Soil & Environmental Associates, Inc. P.O. Box 9321 Fayetteville, NC 28311 Phone/Fax (910) 822-4540 Email mike@southeasternsoil.com SHWT depths, Gruber Mini -Mall, Gruber Road, Fort Bragg, North Carolina BORING SHWT-01 SHWT-02 SHWT-03 SHWT DEPTH „(inches) 65 124 125 Observed Water (inches) None None None SOWSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS GROUNDWATER DRAINAGE/MOUNDING-, • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN Southeastern Soil & Environmental Associates, Inc. P.O. Box 9321 Fayetteville, NC 28311 Phone/Fax (910) 822-4540 Email mike@southeasternsoil.com Soil Boring Log (Boring SHWT-03), Gruber Mini -Mall, Gruber Road, Fort Bragg, NC This map unit consists of well drained that formed in loamy sediment on uplands. Slope ranged from 1 to 2 percent. 0 to 60 inches mixed sand and clay fill material (some construction debris noted). Bt — 60 to 74 inches; yellowish red (5YR 5/8) sandy clay loam; weak fine subangular blocky structure; firm; sticky, plastic; few fine and medium roots; gradual wavy boundary. BC - 74 to 87 inches; brownish yellow (10YR 6/8) sandy clay loam; weak fine subangular blocky structure; firm; slightly sticky, slightly plastic; gradual wavy boundary. C1 - 87 to 109 inches; light yellowish brown (2.5YR 6/4) loamy sand; very friable; massive structure; gradual wavy boundary. C2 - 109 to 125 inches; yellowish brown (1 OYR 5/8) loamy sand; very friable; massive structure; gradual wavy boundary. C3 - 125 to 135 inches; mottled brownish yellow (1 OYR 6/8), light gray (10YR 7/1) and red 10R 4/6) coarse sand; very friable; massive structure. SHWT @ 125 inches (I OYR 7/1) SOIUSITE EVALUATION - SOIL PHYSICAL ANALYSIS - LAND USE/SUBDIVISION PLANNING - WETLANDS GROUNDWATER DRAINAGE/MOUNDING - SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN C� 1 Meastern -,, - [-�1101 11 %_ Wes, P.O. Box 9321 E1993500 E19937pp E1993800 Phone/Fax (910) 822-4540 Email mike@southeasternsoil.com N5011 N50100 f�o"4 P M ` s X�n rrf � a 7o r rr� N50090 f j D� Npit N50080 !O. N50070 Soil Boring Location, Gruber Mini -Mali Fort Bragg, NC US State Plane 1983 Scale 1:1,000 GRUBER.SSF North Carolina 3200 NAD 1983 (Conus) N 0 125.0 7/8/2022 GPS Path£nderoOfce Feet Owplrimble. C. SOIL/SITE EVALUATION • SOiL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS GROUNDWATER DRAINAGEWOUNDiNG • SURFACE/SUBSURFACE WASTF TREATMENT SYSTEMS, EVALUATION & DESIGN s `S- O � v+ -i