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Home My WebLink AboutSW6221101_Soils/Geotechnical Report_20221129 (11)1 2 3 4 5 6 7 8 9 10 G Boring Designation SHWT-01 Boring Designation SHWT-02 Boring Designation SHWT-03 US Army Corps DIVISION INSTALLATION SHEET 1 DIVISION INSTALLATION SHEET 1 DIVISION INSTALLATION SHEET 1 of Engineers DRILLING LOG South Atlantic Division Ft. Bragg OF 1 SHEETS DRILLING LOG South Atlantic Division Ft. Bragg OF 1 SHEETS DRILLING LOG South Atlantic Division Ft. Bragg �OF 1 SHEETS 1. PROJECT 9. COORDINATE SYSTEM = HORIZONTAL = VERTICAL 1. PROJECT 9. COORDINATE SYSTEM HORIZONTAL VERTICAL 1. PROJECT 9. COORDINATE SYSTEM HORIZONTAL VERTICAL Advanced Skills Training Center State Plane - North Carolina NAD83 NAVD88 Advanced Skills Training Center State Plane - North Carolina NAD83 NAVD88 Advanced Skills Training Center State Plane - North Carolina NAD83 NAVD88 Uj PN 79439 FY 16 10. SIZE AND TYPE OF BIT 3-1/2" Continuous Spiral Auger PN 79439 FY 16 10. SIZE AND TYPE OF BIT 3-1/2" Continuous Spiral Auger PN 79439 FY 16 10, SIZE AND TYPE OF BIT 3-1/2" Continuous Spiral Auger o 2. HOLE NUMBER : LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL 2.. HOLE NUMBER : LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL 2. HOLE NUMBER : LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL SHWT-01 N 1990374.264 E 486499.1374 CME-550x SHWT-02 N 1990262.921 E 486317.2355 CME-550x SHWT-03 N 1990388.764 E 486391.2493 CME-550x 3. DRILLING AGENCY 12. TOTAL SAMPLES : DISTURBED UNDISTURBED 3. DRILLING AGENCY 12, TOTAL SAMPLES : DISTURBED UNDISTURBED 3. DRILLING AGENCY 12. TOTAL SAMPLES 'DISTURBED UNDISTURBED U.S. Army Corps of Engineers - Savannah District 0 0 U.S. Army Corps of Engineers - Savannah District 0 0 U.S. Army Corps of Engineers - Savannah District 0 0 • NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES 0 4, NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES 0 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES 0 Joe Bowerman 14. ELEVATION GROUND WATER See Remarks Joe Bowerman 14. ELEVATION GROUNDWATER See Remarks Joe Bowerman 14. ELEVATION GROUNDWATER See Remarks 5. DIRECTION OF BORING : DEG FROM :BEARING 5. DIRECTION OF BORING � DEG FROM � BEARING 5. DIRECTION OF BORING � DEG FROM � BEARING ® VERTICAL VERTICAL :STARTED : COMPLETED ® VERTICAL : VERTICAL :STARTED = COMPLETED VERTICAL : VERTICAL :STARTED = COMPLETED 0 INCLtNEt7 --- 15. DATE BORING 15 2/3116 213116 0 INCLINED --- , DATE BORING 15 2/3116 213116 Q INCLINED --- , DATE BORING 213116 213116 F 6. THICKNESS OF OVERBURDEN >25' 16. ELEVATION TOP OF BORING 272' (Estimated from plans) 6. THICKNESS OF OVERBURDEN >25' 16. ELEVATION TOP OF BORING 271' (Estimated from plans) 6. THICKNESS OF OVERBURDEN >25' 16, ELEVATION TOP OF BORING 270' (Estimated from plans) 7. DEPTH DRILLED INTO ROCK 0+ 17. TOTAL CORE RECOVERY FOR BORING N/A 7. DEPTH DRILLED INTO ROCK 0 7. DEPTH DRILLED INTO ROCK 0 17. TOTAL CORE RECOVERY FOR BORING NIA 17. TOTAL CORE RECOVERY FOR BORING NIA 18. SIGNATURE AND TITLE OF INSPECTOR 18. SIGNATURE AND TITLE OF INSPECTOR 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 25' Forpu Njikam, Civil Engineer 8. TOTAL DEPTH OF BORING 25' Forpu Njikam, Civil Engineer 8. TOTAL DEPTH OF BORING 25' Forpu Njikam, Civil Engineer Z o llj Z N .'�' 7 Z p Z �I' Z o Z' FIELD CLASSIFICATION OF MATERIALS �o FIELD CLASSIFICATION OF MATERIALS �o FIELD CLASSIFICATION OF MATERIALS �o ELEV DEPTH Ric a REMARKS v ELEV DEPTH REc 'I moo- REMARKS o�? ELEV DEPTH Ric o REMARKS w (Description) M m {Description] M m a � (Description) m m o ''" GRAVEL (GP), brownish gray. 0 . SILTY SAND (SM), fine to medium; strong brown, trace 0 GRAVEL (GP), fine; brownish gray. f 0 SILTY SAND (SM), fine to medium; strong brawn, some ° clay. P SILTY SAND (SM), fine to medium; Strong brown, trace o P clay. a ° P clay. P 6 z a O a P o- P P o U 8 P (n 5 5 Red, trace clay. 5 P 0 ° o- E o a Red. P ° Slightly mottled with gray. ° ' Yellowish red mottled with gray, few clay (CH) clumps. Q ° 6 6 P a a P a G P Yellowish red. 10 0 10 Po- 10 a P Reddish yellow mottled with gray, increased silt content, P o can almost be classified as a stiff, sandy elastic silt. b z o o Cl) 258.0k3.0 a w O 6' POORLY GRADED SAND (SP), fine to coarse; P Increased clay (CH) clumps. Q N Q 2E Q z ° brownish yellow, trace day, and silt. P N ~ a Yellowish red, w U (v Z Fine to coarse; trace clay. 15 F ` 15 a v 15 U) � o o o P 255.0 16.0 o0 SILTY SAND (SM), fine to medium; reddish yellow . P w P mottled with gray, some day (CH) clumps. 2 o ° P Yellowish brown mottled with gray, more clay (CH) z o0 clumps. w x D 6 4 Strong brown. 251.0 19.0 m cn m cn o v_j m FAT CLAY (CH), purple mottled with gray, trace fine o � m W o Of � O ° 20 ° 20 sand. 20 z m z 0 Y w W a Mottled with gray, few clay (CH) clumps.. Increased mottling and separation of fines a Pale reddish yellow monied with gray. Boring terminated at 25'. No indications of Boring terminated at 25'. No indications of O p 0 U o � _ in soil matrix could be indicative of slow ° prolonged saturation observed. 249.0 21.D prolonged saturation observed. w _ � M � N z draining sails and possible perched water 249 0 22.0 Seasonal High Water Table is at a depth in 51LTY SAND (SM}, fine to coarse; yellowish brawn. Seasonal High Water Table is at a depth in 7 J o U J Y L Q conditions. POORLY GRADED SAND (SP}, fine to medium; excess of 25'. ° excess of 25'. a Boring terminated at 25'. No other reddish brown, with silt. indications of prolonged saturation P Q Eexcess rved. P z w 247.0 25,0 sonal High Water Table is at a depth in 246.0 25.0 245.0 25A w w J QoBOTTOM ❑F BOREHOLE AT 25.a ftL of 25'. 25 BOTTOM OF BOREHOLE AT 25.0 ft 25 BOTTOM ❑F BOREHOLE AT 25.0 ft 25 z O Z o a Notes: (Votes: Notes: z iY w Q o 2= U z oJtia- W � i U =mom nU 1. Soils visually field classified in accordance with the 1. Soils visually field classified in accordance with the 1. Soils visually field classified in accordance with the U) Q = U � c� x .. Unified Soil Classification System. Unified Soil Classification System. Unified Soil Classification System. p o pz o tz = M 0-0~ O N(nUF 3 n O ~ z pCD z U zJ0 LL • 5 C a �6CL- J Cn X SAS FORM 1836-A Boring Designation SHWT-01 SHEET 1 of 1 SAS FORM 1836-A Boring Designation SHWT-02 SHEET 1 of 1 SAS FORM 1836 A Boring Designation SHWT-03 SHEET 1 of 1 FEB 08 FEB 08 FEB 08 X BORING LOG SHWT-01 BORING LOG SHWT-02 BORING LOG SHWT-03 Lu z 1 2 3C) z cni-L B a J O U) Q � N U z aS Z -N NOTES: U 0 � U p z a ti LLj m 1. FOR CHART AND NOTES, (D "' a O rn U) REFER TO PLATE B-001. m 04 v>- U o 3. FOR SOIL TEST BORING - v 0= LOCATIONS, REFER TO U) C PLATE B-100. oU L IJ A O LL SHEET ID 0 W B-307 z)