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Home My WebLink AboutBanks Channel Core Logs1 2 -11.4 -13.5 -25.1 2.6 4.7 16.3 Sample #1, Depth = 0.8' Mean (mm): 0.23, Phi Sorting: 0.83 Fines (230): 0.42% (SP) Sample #2, Depth = 3.2' Mean (mm): 0.96, Phi Sorting: 1.23 Fines (230): 0.22% (SW) Single layer, Sand - fine grained, well sorted clean quartz sand with sparse to no fine shell hash. Sparse whole shells (<0.1') located at very top of core., light gray (2.5Y-7/2), (SP). Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with abundant fine to medium shell hash and shell fragments (<0.15'). Organic rich silty fine sand layer from 3.3' to 3.5'. Noticible change in sediment color at 3.7'., light gray (2.5Y-7/2), (SW). Alternating layers, Silty sand - very fine grained clay, silt and sand with oyster shells at top of layer. Layers of fine grained well sorted quartz sand at 6.1' to 7.7', 11.4' to 12.2', and 15.3' to 16.3'. Not a beach compatible layer, no samples taken., dark gray (5Y-4/1), (SM-SC). End of Boring NAD 1983North Carolina State Plane 16.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17 12:46 -8.8 Ft. -8.8 06-09-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 18.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-29 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,408,542 Y = 223,363 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-29 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 -16.0 -17.4 4.9 6.3 Sample #1, Depth = 2.3' Mean (mm): 0.37, Phi Sorting: 0.85 Fines (230): 0.20% (SP) Single layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate shell hash and shell fragments (<0.1'). Shell hash content increases from 1.1' to 1.6' and 3.2' to 3.7'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained, poorly sorted quartz sand with layers of dark gray silty sand. Little to no shell hash or shell fragments., gray (5Y-5/1), (SW-SM). End of Boring NAD 1983North Carolina State Plane 6.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 10:02 -11.1 Ft. -11.1 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.5 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-30 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,180 Y = 223,993 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-30 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 -12.0 -16.2 4.7 8.9 Sample #1, Depth = 2.8' Mean (mm): 0.70, Phi Sorting: 1.56 Fines (230): 0.42% (SW) Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate to abundant shell hash and sparse shell fragments (<0.1'). Sediment is the same silty sand from 4.3' to 4.7', but there is a noticicable color change to 2.5Y 6/1., light gray (2.5Y-7/2), (SW). Single layer, Silty sand - very fine grained poorly sorted silt with sand and sparse shells. Predominatly very fine grained quartz sand from 7.2' to 8.4'., dark olive gray (5Y-3/2), (SM). End of Boring NAD 1983North Carolina State Plane 8.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 10:45 -7.3 Ft. -7.3 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-31 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,570 Y = 224,723 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-31 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -13.2 -17.0 5.7 9.5 Sample #1, Depth = 1.3' Mean (mm): 0.27, Phi Sorting: 0.88 Fines (230): 0.38% (SW) Sample #2, Depth = 6.5' Mean (mm): 0.51, Phi Sorting: 1.11 Fines (230): 0.34% (SW) Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse to moderate fine shell hash and sparse shell fragments (<0.1'). Most shell hash and shell fragments are isolated to bottom of layer (4.8' to 5.4')., light gray (2.5Y-7/2), (SP). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and small shell fragments (<0.1')., light gray (2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 9.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 11:17 -7.5 Ft. -7.5 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-32 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,410,333 Y = 225,075 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-32 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -12.1 -16.8 -18.9 4.9 9.6 11.7 Sample #1, Depth = 2.3' Mean (mm): 0.69, Phi Sorting: 1.53 Fines (230): 0.44% (SW) Sample #2, Depth = 5.7' Mean (mm): 0.24, Phi Sorting: 0.62 Fines (230): 0.24% (SP) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium shell hash, shell fragments and whole shells (<0.1'). 0.0' to 0.9' has little to no shell material. Laminae of larger shells (<0.2') at 1.7' to 2.0' and 4.0' to 4.3'., light gray (2.5Y-7/2), (SW). Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse fine shell hash. Little to no shell fragments or whole shells., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - very fine grained, well sorted silt and sand. Sparse small shell fragments. Not beach compatible, no sample taken., very dark gray (5Y-3/1), (SM-SC). End of Boring NAD 1983North Carolina State Plane 11.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 11:44 -7.2 Ft. -7.2 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 14.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-33 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,411,001 Y = 225,699 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-33 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -16.6 -18.9 -21.0 6.1 8.4 10.5 Sample #1, Depth = 0.6' Mean (mm): 1.36, Phi Sorting: 2.19 Fines (230): 0.49% (SW) Sample #2, Depth = 4.5' Mean (mm): 0.28, Phi Sorting: 0.76 Fines (230): 0.45% (SP) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and moderate shell fragements and whole shells (<0.2'). Small quartz pepples scattered throughout layer. Area of reduced shell hash from 3.8' to 5.2'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained, well sorted silty sand with sparse small shell fragments. Not beach compatible - no sample taken, very dark gray (5Y-3/1), (SM-SC). Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell fragments. Sparse clay/silt balls present in layer. Very consistant throughout. No sample taken due to overburden of incompatible material., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 10.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 12:13 -10.5 Ft. -10.5 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-34 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,411,803 Y = 226,085 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-34 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -15.4 -20.2 -20.8 5.8 10.6 11.2 Sample #1, Depth = 2.0' Mean (mm): 0.39, Phi Sorting: 1.29 Fines (230): 0.62% (SW) Sample #2, Depth = 9.0' Mean (mm): 0.30, Phi Sorting: 0.67 Fines (230): 0.25% (SP) Single layer, Sand - fine to medium grained, poorly sorted quartz sand with sparse to moderate fine to medium grained shell hash and small shell fragments (<0.1'). Moderate medium shell hash from 2.2' to 4.5', with less amounts of shell hash above and below this area., light gray (2.5Y-7/1), (SW). Single layer, Sand - fine grained, well sorted quartz sand with sparse fine shell hash. Thin layer of increased shell fragments from 10.5' to 10.6'., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - very fine grained well sorted silt, clay and sand. Little to no shell fragments. Not beach compatible - no samples taken., very dark gray (5Y-3/1), (SM-SC). End of Boring NAD 1983North Carolina State Plane 11.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 13:54 -9.6 Ft. -9.6 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-35 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,137 Y = 226,951 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-35 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -9.3 -11.4 -16.4 2.3 4.4 9.4 Sample #1, Depth = 1.3' Mean (mm): 0.20, Phi Sorting: 0.41 Fines (230): 0.66% (SP) Sample #2, Depth = 3.4' Mean (mm): 0.83, Phi Sorting: 1.66 Fines (230): 0.45% (SW) Sample #3, Depth = 5.9' Mean (mm): 0.53, Phi Sorting: 1.37 Fines (230): 0.55% (SW) Single layer, Sand - fine grained, well sorted clean quartz sand with little to no shell hash or shell fragments., light brownish gray (2.5Y-6/2), (SP). Single layer, Sand - medium grained, poorly sorted quartz sand with moderate medium shell hash and sparse whole shells and shell fragments (<0.2')., light gray (2.5Y-7/2), (SW). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and sparse to moderate shell fragments and whole shells (<0.2'). Very similar to above layer, but noticible change in color at 4.4'., gray (2.5Y-6/1), (SW). End of Boring NAD 1983North Carolina State Plane 9.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 14:15 -7.0 Ft. -7.0 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-36 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,669 Y = 227,697 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-36 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -16.0 -20.4 5.0 9.4 Sample #1, Depth = 1.5' Mean (mm): 0.30, Phi Sorting: 0.81 Fines (230): 0.33% (SP) Sample #2, Depth = 5.6' Mean (mm): 0.14, Phi Sorting: 0.44 Fines (230): 2.61% (SP) Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse fine grained shell hash and sparse shell fragments (<0.15')., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - very fine to fine grained, poorly sorted silty sand with layers of increased silt/clay and oyster shells (7.3' to 7.9'). Area of predominately fine grained quartz sand from 6.0' to 7.3'., dark gray (2.5Y-4/1), (SM-SC). End of Boring NAD 1983North Carolina State Plane 8.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 15:18 -11.0 Ft. -11.0 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.5 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-37 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,950 Y = 228,266 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-37 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -14.1 -15.9 8.5 10.3 Sample #1, Depth = 2.0' Mean (mm): 0.22, Phi Sorting: 0.78 Fines (230): 0.49% (SP) Sample #2, Depth = 6.6' Mean (mm): 0.67, Phi Sorting: 1.19 Fines (230): 0.39% (SW) Sample #3, Depth = 9.9' Mean (mm): 0.64, Phi Sorting: 1.62 Fines (230): 0.69% (SW) Alternating layers, Sand - fine to medium grained, poorly sorted quartz sand with sparse fine shell hash and sparse small shell fragments. Layers of moderate medium grained shell hash and shell fragments (<0.2') at 2.4' to 2.6', 5.9' to 6.9' and 7.8' to 8.5'., light gray (2.5Y-7/1), (SW). Single layer, Shelly sand - fine to medium grained poorly sorted quartz sand with moderate medium grained shell hash and shell fragments (<0.2'). Similar to the shell hash layers above but much more grey in color., light brownish gray (2.5Y-6/2), (SW). End of Boring NAD 1983North Carolina State Plane 10.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 13:03 -5.6 Ft. -5.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.3 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-38 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,413,730 Y = 228,968 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-38 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -10.6 -15.9 -16.9 6.9 12.2 13.2 Sample #1, Depth = 2.3' Mean (mm): 0.19, Phi Sorting: 0.43 Fines (230): 0.35% (SP) Sample #2, Depth = 8.7' Mean (mm): 0.89, Phi Sorting: 1.11 Fines (230): 0.47% (SW) Sample #3, Depth = 11.1' Mean (mm): 0.62, Phi Sorting: 1.36 Fines (230): 0.34% (SW) Single layer, Sand - fine grained, well sorted clean quartz sand with sparse to no shell hash, shell fragments or whole shells. Very consistent through entire layer., light brownish gray (2.5Y-6/2), (SP). Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate medium grained shell hash, fragments and whole shells (<0.3'). Noticible break in color at 9.9' to 2.5Y 6/2. Clay layer from 11.3' to 11.5'. Layer of shells at 12.1' to 12.2'., light gray (2.5Y-7/2), (SW). Single layer, Silty sand - very fine grained silt and sand with sparse small shell fragments (<0.1'). Not beach compatible - no sample taken., very dark gray (2.5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 13.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 12:01 -3.7 Ft. -3.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 15.7 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-39 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,414,397 Y = 229,589 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-39 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -15.1 -16.6 6.5 8.0 Sample #1, Depth = 2.2' Mean (mm): 0.51, Phi Sorting: 1.68 Fines (230): 0.68% (SW) Sample #2, Depth = 6.8' Mean (mm): 0.23, Phi Sorting: 0.49 Fines (230): 0.44% (SP) Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate medium shell hash, shell fragments and whole shells (<0.2'). Most shells and shell fragments are concentrated 0.2' and 2.6'. Hardened tube worm colony located at 0.3'., light gray (2.5Y-7/2), (SW). Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell fragments. Very clean and consistent throughout layer., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 11:13 -8.6 Ft. -8.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-40 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,415,238 Y = 229,962 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-40 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -13.9 -17.1 -17.2 5.2 8.4 8.5 Sample #1, Depth = 1.6' Mean (mm): 0.30, Phi Sorting: 0.89 Fines (230): 0.65% (SW) Sample #2, Depth = 6.8' Mean (mm): 0.40, Phi Sorting: 0.82 Fines (230): 0.44% (SP) Single layer, Sand - fine grained, well sorted quartz sand with sparse shell hash and shell fragments. Moderate fine to medium grained shell hash from 0.0' to 1.7'. Small amounts of silt mixes in from 4.9' to 5.2'., light gray (2.5Y-7/1), (SP). Single layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate fine to medium grained shell hash and small shell fragments and pebbles (<0.15'). Layer begins grey and lightens up down core., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - fine grained sand with moderate amounts of silt and fine to medium grained shell hash., very dark grayish brown (2.5Y-3/2), (SM). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 10:47 -8.7 Ft. -8.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-41 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,415,903 Y = 230,594 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-41 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -14.1 -16.5 5.9 8.3 Sample #1, Depth = 2.9' Mean (mm): 0.23, Phi Sorting: 0.73 Fines (230): 0.44% (SP) Sample #2, Depth = 6.4' Mean (mm): 0.77, Phi Sorting: 1.72 Fines (230): 0.48% (SW) Single layer, Sand - fine grained, moderately well sorted quartz sand with litle to no shell hash or fragments. Isolated area of shell fragments and whole shells from 1.2' to 1.6' and sparse to moderate fine shell hash from 0.0' to 1.2'., light gray (2.5Y-7/2), (SP). Single layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate medium grained shell hash, shell fragments and whole shells (<0.2'). Most shells are between 5.9' and 7.2', then whole shells not present to bottom of core., light gray (2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 09:48 -8.2 Ft. -8.2 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-42 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,416,709 Y = 230,948 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-42 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 -16.0 8.2 Sample #1, Depth = 2.7' Mean (mm): 0.25, Phi Sorting: 0.57 Fines (230): 0.36% (SP) Single layer, Sand - fine grained, well sorted quartz sand with sparse to no shell hash or shell fragments. Increased amounts of shell hash, shell fragments and whole shells from 0.0' to 1.3', but below that sediment is very consitently clean quartz sand., light gray (2.5Y-7/2), (SP). End of Boring NAD 1983North Carolina State Plane 8.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 09:22 -7.8 Ft. -7.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-43 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,417,144 Y = 231,753 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-43 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -13.6 -19.0 -21.1 4.2 9.6 11.7 Sample #1, Depth = 2.0' Mean (mm): 0.27, Phi Sorting: 0.90 Fines (230): 0.74% (SW) Sample #2, Depth = 4.6' Mean (mm): 0.20, Phi Sorting: 1.49 Fines (230): 2.44% (SW) Single layer, Sand - fine to medium grained, moderately well sorted quartz sand with moderate fine shell hash and sparse small shell fragments (<0.1')., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - fine grained poorly sorted quartz sand with moderate to abundant silt and layers of oyster shells. Increased silt and oyster content at 4.2' to 4.7', 6.2' to 7.8', and 8.7' to 9.4'., dark gray (5Y-4/1), (SM). Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell fragements. Consistantly clean quartz sand., light brownish gray (2.5Y-6/2), (SP). End of Boring NAD 1983North Carolina State Plane 11.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:59 -9.4 Ft. -9.4 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-44 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,417,805 Y = 232,407 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-44 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 -11.7 -13.7 -15.8 2.9 4.9 7.0 Sample #1, Depth = 0.9' Mean (mm): 0.88, Phi Sorting: 2.23 Fines (230): 0.69% (SW) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate to abundant medium shell hash and shell fragments (<0.2')., gray (2.5Y-6/1), (SW). Single layer, Silty sand - very fine grained, well sorted sand with abundant silt and clay. Sparse small oyster shell fragments. Not beach compatible - no sample taken., very dark gray (5Y-3/1), (SM). Single layer, Sand - fine grained, moderately well sorted quartz sand with sparse to no shell hash or shell fragments. Pockets of silt scattered thoughout and become mostly silt and clay with shell fragments from 6.7' to 7.0'., light gray (2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:31 -8.8 Ft. -8.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-45 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,418,250 Y = 233,161 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-45 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -14.2 -15.6 8.4 9.8 Sample #1, Depth = 1.2' Mean (mm): 0.22, Phi Sorting: 0.55 Fines (230): 0.15% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.50, Phi Sorting: 1.33 Fines (230): 0.20% (SW) Single layer, Sand - medium grained, poorly sorted quartz sand with sparse to moderate shell hash, shell fragments and whole shells. Sparse shells material from 0.0' to 3.5', then increased shell hash and shell fragments down core. 0.2' rock at 8.1'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained silty sand with sparse oyster shells. Becomes fine grained clean quartz sand at 9.3' to 9.8' with little to no shell hash. Upper part is not beach compatible so no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 9.8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:01 -5.8 Ft. -5.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-46 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,418,975 Y = 233,414 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-46 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -11.1 -15.2 7.1 11.2 Sample #1, Depth = 1.8' Mean (mm): 0.15, Phi Sorting: 0.40 Fines (230): 0.75% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.35, Phi Sorting: 1.24 Fines (230): 0.79% (SW) Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell fragments. Very consistent throughout core, with grain size slightly increasing down core., grayish brown (2.5Y-5/2), (SP). Single layer, Sand - fine to medium grained, poorly sorted quartz sand with sparse to moderate fine shell hash and small shell fragments (<0.2')., gray (2.5Y-6/1), (SW). End of Boring NAD 1983North Carolina State Plane 11.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 07:32 -4.0 Ft. -4.0 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-47 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,419,673 Y = 233,992 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-47 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -13.3 -17.4 4.6 8.7 Sample #1, Depth = 3.3' Mean (mm): 0.35, Phi Sorting: 0.99 Fines (230): 0.55% (SW) Sample #2, Depth = 7.0' Mean (mm): 0.23, Phi Sorting: 0.55 Fines (230): 0.09% (SP) Single layer, Sand - medium grained, poorly sorted quartz sand with sparse to moderate fine to medium grained shell hash and shell fragments (<0.15'). Most shell fragments are isolated from 0.0' to 1.7', then just shell hash to 4.6'., light gray (2.5Y-7/1), (SW). Single layer, Sand - fine to medium grained, very well sorted clean quartz sand with little to no shell hash or shell fragments. Very consistent throughout layer of core., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 8.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 07:12 -8.7 Ft. -8.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-48 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,420,456 Y = 234,354 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-48 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -10.4 -18.4 -19.1 4.0 12.0 12.7 Sample #1, Depth = 0.9' Mean (mm): 0.25, Phi Sorting: 0.54 Fines (230): 0.56% (SP) Sample #2, Depth = 6.5' Mean (mm): 0.47, Phi Sorting: 1.19 Fines (230): 0.38% (SW) Single layer, Sand - medium grained, well sorted quartz sand with sparse fine shell hash and shell fragments. Thin layer of increased shells at 3.0' to 3.2'. Shell fragments and whole shells are <0.1'., light brownish gray (2.5Y-6/2), (SP). Single layer, Sand - medium grained, poorly sorted quartz sand with sparse to moderate medium grained shell hash, shell fragments and whole shells (<0.2'). Dark layer at 5.2' is hard packed, consolidated, black sandstone like layer., light brownish gray (2.5Y-6/2), (SW). Single layer, Sand - very fine grained, poorly sorted quartz sand with abundant shell fragments. Little to no shell hash, but whole shells and shell fragments are abundant (<0.15')., grayish brown (2.5Y-5/2), (SW). End of Boring NAD 1983North Carolina State Plane 12.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17 13:14 -6.4 Ft. -6.4 06-09-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 14.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-49 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,408,771 Y = 223,118 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-49 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -14.2 -16.9 -17.9 6.2 8.9 9.9 Sample #1, Depth = 0.5' Mean (mm): 0.24, Phi Sorting: 0.73 Fines (230): 0.23% (SP) Sample #2, Depth = 2.5' Mean (mm): 0.53, Phi Sorting: 1.26 Fines (230): 0.15% (SW) Single layer, Sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash, shell fragments and whole shells (<0.1'). Less shell hash and shell fragments from 0.0' to 1.9'., gray (2.5Y-6/1), (SW). Single layer, Silty sand - very fine grained, well sorted silty sand with little to no shell hash or shell fragments. Not beach compatible - no samples taken., dark gray (5Y-4/1), (SM). Single layer, Sand - fine grained, very well sorted quartz sand with little to no shell hash or shell fragments. Very consistent clean quartz sand., grayish brown (2.5Y-5/2), (SP). End of Boring NAD 1983North Carolina State Plane 9.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17 13:37 -8.0 Ft. -8.0 06-09-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-50 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,378 Y = 223,567 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-50 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -10.4 -16.8 1.0 7.4 Sample #1, Depth = 0.5' Mean (mm): 1.97, Phi Sorting: 1.92 Fines (230): 0.40% (SW) Sample #2, Depth = 1.5' Mean (mm): 0.35, Phi Sorting: 0.73 Fines (230): 0.19% (SP) Sample #3, Depth = 2.7' Mean (mm): 0.71, Phi Sorting: 1.64 Fines (230): 0.59% (SW) Single layer, Shelly Sand - medium grained, poorly sorted with an abundance of shell fragments and whole shells. (<0.2'), light gray (2.5Y-7/2), (GW). Single layer, Sand - fine to medium grained, poorly sorted quartz sand with sparse to moderate fine to medium grained shell hash and shell fragments (<0.1'). Increased shell hash and shell fragment content and darker gray in color from 2.3' to 3.9'., light gray (2.5Y-7/2), (SW). End of Boring NAD 1983North Carolina State Plane 7.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 12:37 -9.4 Ft. -9.4 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.8 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-53 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,217 Y = 226,409 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-53 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -12.7 -16.3 -17.7 5.6 9.2 10.6 Sample #1, Depth = 0.9' Mean (mm): 0.31, Phi Sorting: 0.82 Fines (230): 0.62% (SP) Sample #2, Depth = 3.9' Mean (mm): 0.25, Phi Sorting: 0.98 Fines (230): 0.45% (SW) Sample #3, Depth = 6.3' Mean (mm): 0.80, Phi Sorting: 1.74 Fines (230): 0.43% (SW) Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse fine shell hash and sparse small shell fragments (<0.1')., light gray (2.5Y-7/1), (SP). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate to abundant fine to medium grained shell hash and shell fragments (<0.2'). Layer of predominately shells at 8.6' to 8.7'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained well sorted silt and sand with sparse oyster shells. Not beach compatible - no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 10.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 13:07 -7.1 Ft. -7.1 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-54 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,741 Y = 226,942 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-54 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -9.2 -12.8 -18.1 3.5 7.1 12.4 Sample #1, Depth = 1.0' Mean (mm): 0.26, Phi Sorting: 0.45 Fines (230): 0.52% (SP) Sample #2, Depth = 4.1' Mean (mm): 0.76, Phi Sorting: 1.60 Fines (230): 0.38% (SW) Sample #3, Depth = 12.5' Mean (mm): 0.28, Phi Sorting: 0.50 Fines (230): 0.62% (SP) Single layer, Sand - fine grained, well sorted quartz sand with sparse fine shell hash. Sparse small shell fragments (<0.05') but mostly clean quartz sand., light gray (2.5Y-7/2), (SP). Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate to abundant medium grained shell hash and shell fragments (<0.1'). Random pebbles scattered throughout and chunk of coral at 6.5'., light gray (2.5Y-7/1), (SW). Single layer, Sand - fine grained, well sorted quartz sand with sparse fine shell hash and sparse small shell fragments. Increase in whole shells and shell hash from 11.7' to 12.4'., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 12.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 14:48 -5.7 Ft. -5.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 14.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-56 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,413,653 Y = 228,289 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-56 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 -9.0 -14.5 -15.6 -20.1 3.4 8.9 10.0 14.5 Sample #1, Depth = 1.3' Mean (mm): 0.28, Phi Sorting: 0.56 Fines (230): 0.31% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.47, Phi Sorting: 1.33 Fines (230): 0.38% (SW) Single layer, Sand - fine grained, well sorted quartz sand with sparse to moderate fine to medium grained shell hash. Small piece of wood at top of core and sparse very small shell fragments scattered thoughout., light gray (2.5Y-7/2), (SP). Single layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate to abundant medium grained shell hash and moderate shell fragments (<0.15'). Whole shells and shell content increases from 8.2' to 8.9'., light gray (2.5Y-7/1), (SW). Single layer, Shells - mostly whole shells and shell fragments with sparse quartz sand. Mixes with silty sand at very bottom. Not beach compatible - no sample taken., gray (2.5Y-6/1), (GW). Single layer, Silty sand - very fine grained, well sorted silt and sand with sparse to moderate shell fragments and whole shells. Not beach compatible - no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 14.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 13:54 -5.6 Ft. -5.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 16.8 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-57 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,414,148 Y = 228,879 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-57 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -10.4 -16.4 1.5 7.5 Sample #1, Depth = 0.4' Mean (mm): 0.84, Phi Sorting: 1.51 Fines (230): 0.38% (SW) Sample #2, Depth = 2.5' Mean (mm): 0.23, Phi Sorting: 0.41 Fines (230): 0.37% (SP) Sample #3, Depth = 6.5' Mean (mm): 0.34, Phi Sorting: 0.54 Fines (230): 3.23% (SP) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate to abundant shell hash, shell fragments and whole shells (<0.2')., light brownish gray (2.5Y-6/2), (SW). Single layer, Sand - medium grained, moderately well sorted quartz sand with sparse to moderate fine shell hash and sparse small shell fragments/whole shells (<0.1'). Shell hash content increases slightly towards bottom of core and becomes coarser grained., light gray (2.5Y-7/2), (SP). End of Boring NAD 1983North Carolina State Plane 7.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 12:37 -8.9 Ft. -8.9 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2017-VC-TB-58 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,414,419 Y = 229,333 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2017-VC-TB-58 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S T O P S A I L 2 0 1 7 - 2 0 1 8 . G P J F L D E P R O S S . G D T 9 / 2 / 1 7 1 2 3 -14.4 -14.9 6.0 6.5 Sample #1, Depth = 1.5' Mean (mm): 0.36, Phi Sorting: 1.44 Fines (230): 0.45% (SW) Sample #2, Depth = 4.2' Mean (mm): 0.27, Phi Sorting: 0.64 Fines (230): 0.50% (SP) Sample #3, Depth = 6.3' Mean (mm): 0.41, Phi Sorting: 1.47 Fines (230): 0.25% (SW) Single layer, Sand - fine to medium grained sand, moderately well-sorted quartz sand with sparse shell fragments (<0.1), upper 0.3 of core contains a thin layer of fines and shell hash (<0.1') light gray (10YR-7/2), light gray (10YR-7/2), (SP). Single layer, Shelly sand- medium grained sand, well sorted quartz sand with moderate shell hash and fragments up to 0.1'., light brownish gray (10YR-6/2), (SW). End of Boring NAD 1983North Carolina State Plane 6.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 09:35 -8.4 Ft. -8.4 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-01 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,421,003 Y = 235,099 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-01 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2-14.4 -15.0 -16.6 5.2 5.8 7.4 Sample #1, Depth = 1.4' Mean (mm): 0.51, Phi Sorting: 1.50 Fines (230): 0.45% (SW) Sample #2, Depth = 4.6' Mean (mm): 0.38, Phi Sorting: 1.15 Fines (230): 0.12% (SW) Single layer, Sand, fine to medium grained, moderately well sorted quartz sand, sparse shell fragments (<0.1'). 0' to 0.8' show an abundance in shell hash and fragments (0.1') with medium to corase grained sand., light gray (10YR-7/2), (SP). Single layer, Shelly sand medium to coarse grained (<0.1), gray (10YR-6/1), (SW). Single layer, Silty sand very fined grained and moderately well sorted. 6.2' to 6.5' is fine quartz sand with oyster shells (<0.1)., dark gray (7.5YR-4/1), (SM). End of Boring NAD 1983North Carolina State Plane 7.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 09:51 -9.2 Ft. -9.2 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-02 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,421,681 Y = 235,764 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-02 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 4 5 -9.3 -9.9 -11.8 -13.8 -16.1 3.5 4.1 6.0 8.0 10.3 Sample #1, Depth = 1.3' Mean (mm): 0.26, Phi Sorting: 0.90 Fines (230): 0.77% (SW) Sample #2, Depth = 3.8' Mean (mm): 1.05, Phi Sorting: 2.26 Fines (230): 0.52% (SW) Sample #3, Depth = 5.3' Mean (mm): 0.40, Phi Sorting: 1.31 Fines (230): 0.39% (SW) Sample #4, Depth = 7.5' Mean (mm): 0.85, Phi Sorting: 1.69 Fines (230): 0.04% (SW) Sample #5, Depth = 8.3' Mean (mm): 0.33, Phi Sorting: 2.28 Fines (230): 9.10% (SW-SM) Single layer, Sand- fine grained, well sorted quartz sand with sparse shell fragments., dark gray (10YR-4/1), (SP). Single layer, Shelly sand-medium to coarse grained quartz sand with shell fragments and shell hash (<0.1), gray (10YR-5/1), (SW). Single layer, Sand- fine to medium grained, well sorted quartz sand with sparse shell fragments, light gray (2.5Y-7/1), (SP). Single layer, Shelly sand-medium to coarse grained quartz sand with shell fragments and shell hash (<0.1), gray (10YR-5/1), (SW). Single layer, Silty sand- fine grained and moderately sorted with broken oyster shells (<0.1), very dark gray (2.5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 10.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 10:07 -5.8 Ft. -5.8 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-03 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,422,294 Y = 236,364 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-03 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 -10.3 -11.0 -16.2 3.0 3.7 8.9 Sample #1, Depth = 2.0' Mean (mm): 0.19, Phi Sorting: 0.51 Fines (230): 0.19% (SP) Sample #2, Depth = 3.4' Mean (mm): 0.71, Phi Sorting: 1.82 Fines (230): 0.14% (SW) Sample #3, Depth = 6.5' Mean (mm): 0.24, Phi Sorting: 0.78 Fines (230): 0.05% (SP) Single layer, Sand-fine well sorted quartz sand with little to no shell fragments, dark gray (10YR-4/1), (SP). Single layer, Shelly sand- medium to coarse grained quartz sand and abundant shell fragments and shell hash (<0.1'), light brownish gray (10YR-6/2), (SW). Sand- fine to medium well sorted quartz sand little to no shell fragments or shell hash., gray (10YR-5/1), (SP). End of Boring NAD 1983North Carolina State Plane 8.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 10:23 -7.3 Ft. -7.3 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-04 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,041 Y = 236,908 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-04 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 4 -9.4 -11.4 -12.6 -14.3 2.0 4.0 5.2 6.9 Sample #1, Depth = 1.0' Mean (mm): 0.20, Phi Sorting: 0.67 Fines (230): 0.32% (SP) Sample #2, Depth = 2.8' Mean (mm): 0.48, Phi Sorting: 1.54 Fines (230): 0.64% (SW) Sample #3, Depth = 4.6' Mean (mm): 0.28, Phi Sorting: 0.62 Fines (230): 0.29% (SP) Sample #4, Depth = 5.8' Mean (mm): 1.04, Phi Sorting: 2.44 Fines (230): 0.10% (SW) Single layer, Sand-fine sand well sorted quartz sand with little to no shell hash, gray (7.5YR-5/1), (SP). Single layer, Shelly sand- medium to coarse quartz sand poorly sorted with an abundance of broken shells (<0.1), light gray (7.5YR-7/1), (SW). Single layer, Sand-fine to medium well sorted quartz sand little to no shell hash and shell fragments, gray (7.5YR-6/1), (SP). Single layer, Shelly sand-poorly sorted quartz sand and an abundance of shell hash and shell fragments (<0.2), very dark gray (7.5YR-3/1), (SW). End of Boring NAD 1983North Carolina State Plane 6.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 10:36 -7.4 Ft. -7.4 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-05 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,586 Y = 237,648 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-05 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 4 -9.2 -12.0 -13.1 -15.0 3.6 6.4 7.5 9.4 Sample #1, Depth = 1.6' Mean (mm): 0.20, Phi Sorting: 0.68 Fines (230): 0.27% (SP) Sample #2, Depth = 4.2' Mean (mm): 0.24, Phi Sorting: 0.73 Fines (230): 0.13% (SP) Sample #3, Depth = 6.8' Mean (mm): 0.66, Phi Sorting: 1.60 Fines (230): 0.94% (SW) Sample #4, Depth = 8.4' Mean (mm): 0.23, Phi Sorting: 0.54 Fines (230): 0.32% (SP) Single layer, Sand-fine grained quartz well sorted sand little to no shell hash or fragment, gray (10YR-6/1), (SP). Single layer, Sand-fine to medium grained well sorted quartz sand little to no shell hash or fragments, light gray (10YR-7/1), (SP). Single layer, Shell sand-poorly sorted quartz sand with broken shells (<0.05), dark gray (10YR-4/1), (SW). Single layer, Sand-fine to medium grained well sorted quartz sand little to no shell hash or fragment, light gray (10YR-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 9.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 10:51 -5.6 Ft. -5.6 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-06 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,331 Y = 238,190 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-06 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 4 -9.9 -12.3 -14.9 5.0 7.4 10.0 Sample #1, Depth = 1.8' Mean (mm): 0.16, Phi Sorting: 0.39 Fines (230): 0.38% (SP) Sample #2, Depth = 4.0' Mean (mm): 0.19, Phi Sorting: 0.50 Fines (230): 0.84% (SP) Sample #3, Depth = 6.6' Mean (mm): 0.55, Phi Sorting: 2.04 Fines (230): 0.12% (SW) Sample #4, Depth = 9.0' Mean (mm): 0.22, Phi Sorting: 1.90 Fines (230): 30.45% (SM) Single layer, Sand-fine well sorted quartz sand with little to no shell hash or fragments. 0.9' to 1.5' show a layer of fine sand with silt. At 4.6 sediment changes to fine to medium coarse sand with an increase of shell fragments and shell hash, gray (10YR-5/1), (SP). Single layer, Sand-medium to coarse grained moderately sorted quartz sand with an abundance of shell hash and fragments (<0.1'), gray (10YR-6/1), (SW). Single layer, Silty sand-fine grained moderatly sorted. 7.4' to 9.0' broken oysters shells (<0.4') then transition to silty sand with little to no shell hash or fragments, (7.5-4/1), (SM). End of Boring NAD 1983North Carolina State Plane 10 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 11:03 -4.9 Ft. -4.9 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-07 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,972 Y = 238,848 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-07 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 4 -7.1 -9.6 -10.8 -14.8 2.1 4.6 5.8 9.8 Sample #1, Depth = 1.7' Mean (mm): 0.18, Phi Sorting: 0.38 Fines (230): 0.43% (SP) Sample #2, Depth = 3.9' Mean (mm): 0.23, Phi Sorting: 0.45 Fines (230): 0.50% (SP) Sample #3, Depth = 5.3' Mean (mm): 0.57, Phi Sorting: 2.34 Fines (230): 0.69% (SW) Sample #4, Depth = 8.6' Mean (mm): 0.26, Phi Sorting: 1.18 Fines (230): 0.14% (SW) Single layer, Sand-fine well sorted quartz sand with little to no shell hash or fragments, gray (7.5YR-5/1), (SP). Single layer, Sand-fine to medium well sorted quartz sand with little to no shell hash or fragments, light gray (7.5YR-7/1), (SP). Single layer, Shelly sand- fine sand moderately sorted quartz sand with shell fragments and shell hash (<0.1), dark gray (7.5YR-4/1), (SW). Single layer, Sand fine to medium well sorted quartz sand with little to no shell fragments, light gray (7.5YR-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 9.8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 11:36 -5.0 Ft. -5.0 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-08 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,425,715 Y = 239,399 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-08 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 4 -8.0 -12.6 -13.1 -15.5 1.9 6.5 7.0 9.4 Sample #1, Depth = 1.3' Mean (mm): 0.16, Phi Sorting: 0.45 Fines (230): 0.87% (SP) Sample #2, Depth = 3.9' Mean (mm): 0.24, Phi Sorting: 0.49 Fines (230): 0.27% (SP) Sample #3, Depth = 6.7' Mean (mm): 0.88, Phi Sorting: 2.61 Fines (230): 1.10% (SW) Sample #4, Depth = 8.1' Mean (mm): 0.28, Phi Sorting: 0.97 Fines (230): 0.05% (SW) Single layer, Sand-fine grained well sorted quartz sand with little to no shell fragments, gray (2.5Y-5/1), (SP). Single layer, Sand- fine to medium grained well sorted quartz sand with little to no shell fragments., gray (2.5Y-6/1), (SP). Single layer, Shelly sand- fine to medium coarse moderately sorted quartz sand with shell fragments and shell hash, dark gray (2.5Y-4/1), (SW). Single layer, Sand- fine to medium grained well sorted quartz sand with little to no shell fragments. 8.5' to 8.6' show a shell hash layer, gray (2.5Y-6/1), (SP). End of Boring NAD 1983North Carolina State Plane 9.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 11:53 -6.1 Ft. -6.1 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-09 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,425,662 Y = 240,149 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-09 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -6.8 -14.1 -14.8 2.0 9.3 10.0 Sample #1, Depth = 1.0' Mean (mm): 0.15, Phi Sorting: 0.50 Fines (230): 1.48% (SP) Sample #2, Depth = 2.8' Mean (mm): 0.57, Phi Sorting: 2.63 Fines (230): 11.98% (SM) Single layer, Sand-fine grained well sorted quartz sand little to no shell fragments, gray (5Y-5/1), (SP). Single layer, Silty-sand fine grained moderately sorted with shell hash, broken oyster shells, and shell fragments (<0.3'), very dark gray (5Y-3/1), (SM). Single layer, Sand-fine grained well sorted quartz sand little to no shell fragments, gray (5Y-5/1), (SP). End of Boring NAD 1983North Carolina State Plane 10 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 12:10 -4.8 Ft. -4.8 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-10 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,425,265 Y = 240,926 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-10 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 -12.0 -14.8 7.2 10.0 Sample #1, Depth = 3.2' Mean (mm): 0.24, Phi Sorting: 2.30 Fines (230): 31.95% (SM) Single layer, Silty sand-fine grained moderately sorted sand with broken shell fragments and oyster shells (<0.3'), dark gray (5Y-4/1), (SM). Alternating laminae, Silty sand fine grained well sorted quartz sand little to no shell fragments with alternating layers of sand and silt., gray (5Y-5/1), (SP-SM). End of Boring NAD 1983North Carolina State Plane 10 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 12:59 -4.8 Ft. -4.8 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 22.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-11 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,666 Y = 241,600 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-11 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 -9.0 -10.8 -12.2 -17.7 1.3 3.1 4.5 10.0 Sample #1, Depth = 0.8' Mean (mm): 0.29, Phi Sorting: 1.39 Fines (230): 0.41% (SW) Sample #2, Depth = 2.6' Mean (mm): 0.41, Phi Sorting: 2.22 Fines (230): 0.16% (SW) Sample #3, Depth = 3.7' Mean (mm): 0.23, Phi Sorting: 1.01 Fines (230): 0.16% (SW) Single layer, Sand- fine to medium grained moderately sorted quartz sand with sparse shell fragments and shell hash (<0.1'), gray (5Y-5/1), (SP). Single layer, Shelly sand- medium grained moderately sorted quartz sand with shell fragments and shell hash (<0.1'), dark gray (5Y-4/1), (SW). Single layer, Sand- fine to medium grained moderately sorted quartz sand with sparse shell fragments and shell hash (<0.1'), gray (5Y-5/1), (SP). Single layer, Silty sand- fine grained well sorted silty sand with oyster shells, shell hash and shell fragments (<0.2'), very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 10 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 13:27 -7.7 Ft. -7.7 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 16.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-12 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,097 Y = 242,305 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-12 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 4 -11.4 -12.5 -14.8 -16.3 -19.1 2.3 3.4 5.7 7.2 10.0 Sample #1, Depth = 1.2' Mean (mm): 0.17, Phi Sorting: 0.54 Fines (230): 0.51% (SP) Sample #2, Depth = 3.1' Mean (mm): 0.34, Phi Sorting: 1.78 Fines (230): 0.78% (SW) Sample #3, Depth = 4.3' Mean (mm): 0.14, Phi Sorting: 0.50 Fines (230): 2.22% (SP) Sample #4, Depth = 6.7' Mean (mm): 0.17, Phi Sorting: 0.43 Fines (230): 0.80% (SP) Single layer, Sand- fine grained well sorted quartz sand with sprase shell fragments and shell hash (<0.1'), gray (5Y-5/1), (SP). Single layer, Shelly sand - fine grained moderately sorted quartz sand with shell hash and shell fragments (<0.1'), gray (5Y-5/1), (SW). Single layer, Silty sand - fine grained moderately well sorted quartz sand with little to no shell hash or shell fragments, dark gray (5Y-4/1), (SP-SM). Single layer, Sand - fine grained well sorted quartz sand with little to no shell fragments or shell hash, gray (5Y-6/1), (SP). Single layer, Silty sand - fine grained with little to no shell hash or fragments., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 10 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 13:59 -9.1 Ft. -9.1 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 14.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2018-VC-SC-13 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,884 Y = 243,215 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2018-VC-SC-13 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 -11.2 -15.0 -15.8 3.7 7.5 8.3 Sample #1, Depth = 1.8' Mean (mm): 0.23, Phi Sorting: 0.71 Fines (230): 0.54% (SP) Sample #2, Depth = 5.7' Mean (mm): 0.59, Phi Sorting: 1.79 Fines (230): 0.37% (SW) Sample #3, Depth = 8.0' Mean (mm): 0.23, Phi Sorting: 0.73 Fines (230): 0.15% (SP) Sand - fine to medium grained, moderately well sorted quartz sand with sparse shell fragments and shell hash (<0.1'). Shell hash and fragments concentrated at bottom of stratigraphic layer. Sparse silt at 2' to 3'., (SP). Sand - fine to medium grained, moderatly well sorted quartz sand with moderate fine shell hash and shell fragments (<0.15')., (SW). Sand - fine to medium grained, well sorted clean quartz sand with minimal very fine shell hash., (SP). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-11-19 12:56 -7.5 Ft. -7.5 07-11-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-01 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,422,779 Y = 236,720 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-01 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -11.1 -16.1 2.6 7.6 Sample #1, Depth = 1.3' Mean (mm): 0.27, Phi Sorting: 1.07 Fines (230): 0.60% (SW) Sample #2, Depth = 4.0' Mean (mm): 1.32, Phi Sorting: 2.27 Fines (230): 0.64% (SW) Sand - fine to medium grained, moderately well sorted quartz sand with sparse shell hash and small shell fragments (<0.1')., (SP). Shelly Sand - fine to medium grained, poorly sorted quartz sand with moderate to abundant shell hash and shell fragments (<0.2'). Sparse quartz pebbles (<0.1')., (SW). End of Boring NAD 1983North Carolina State Plane 7.6 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-11-19 13:22 -8.5 Ft. -8.5 07-11-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.5 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-02 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,458 Y = 237,407 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-02 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 -11.5 -13.1 -16.3 1.5 3.1 6.3 Sample #1, Depth = 1.0' Mean (mm): 0.31, Phi Sorting: 0.75 Fines (230): 0.14% (SP) Sample #2, Depth = 2.3' Mean (mm): 0.75, Phi Sorting: 2.02 Fines (230): 0.70% (SW) Sample #3, Depth = 4.7' Mean (mm): 0.25, Phi Sorting: 0.71 Fines (230): 0.05% (SP) Sand - fine to medium grained, very well sorted quartz sand with sparse very fine shell hash., (SP). Shelly Sand - fine to medium grained, poorly sorted quartz sand with moderate to abundant shell hash and shell fragments (<0.25')., (SW). Sand - fine to medium grained, very well sorted quartz sand with very sparse small shell fragments (<0.05') and very fine shell hash. Consistent clean quartz sand, (SP). End of Boring NAD 1983North Carolina State Plane 6.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-11-19 13:50 -10.0 Ft. -10.0 07-11-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-03 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,976 Y = 237,922 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-03 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -9.5 -16.0 1.8 8.3 Sample #1, Depth = 0.9' Mean (mm): 0.21, Phi Sorting: 0.67 Fines (230): 0.20% (SP) Sample #2, Depth = 6.2' Mean (mm): 0.65, Phi Sorting: 1.78 Fines (230): 0.58% (SW) Sand - fine to medium grained, well sorted quartz sand with sparse small shell fragments and fine shell hash., (SP). Sand - fine to medium grained, poorly sorted quartz sand with sparse to abundant shell hash and shell fragments (<0.15'). Layers of clean quartz sand with little to no shell hash or shell fragments from 3' to 3.7' and 7.6' to 8.3'. Sparse whole shells., (SW). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 08:48 -7.7 Ft. -7.7 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.5 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-04 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,617 Y = 238,494 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-04 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 -11.3 -12.3 -15.2 -17.2 3.3 4.3 7.2 9.2 Sample #1, Depth = 1.8' Mean (mm): 0.18, Phi Sorting: 0.46 Fines (230): 0.87% (SP) Sample #2, Depth = 3.7' Mean (mm): 1.16, Phi Sorting: 2.46 Fines (230): 0.20% (SW) Sample #3, Depth = 6.0' Mean (mm): 0.55, Phi Sorting: 2.21 Fines (230): 0.72% (SW) Sand - fine grained, very well sorted clean quartz sand with very sparse fine shell hash. Very clean, consistent quartz sand., (SP). Shell Sand - fine grained, poorly sorted quartz sand with moderate fine to medium shell hash and shell fragments (<0.1'). Sparse silt at 4.1'., (SW). Sand - fine to medium grained, moderately well sorted quartz sand with sparse shell hash. Increase in shell hash and shell fragments from 5' to 6'. Whole shells (<0.25') at 5.5'., (SP). Silty Sand - very fine grained sand with abundant silt and moderate shell hash and whole shells (<0.25')., (SP-SM). End of Boring NAD 1983North Carolina State Plane 9.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 09:14 -8.0 Ft. -8.0 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-05 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,425,375 Y = 238,994 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-05 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -14.0 -17.3 3.6 6.9 Sample #1, Depth = 1.7' Mean (mm): 0.44, Phi Sorting: 1.71 Fines (230): 0.45% (SW) Sample #2, Depth = 4.5' Mean (mm): 0.21, Phi Sorting: 0.54 Fines (230): 0.88% (SP) Shelly Sand - fine to medium grained, poorly sorted quartz sand with moderate shell hash and shell fragments (<0.15'). Most shell hash concentrated from 0.7' to 1.7' with lower quantities above and below., (SW). Sand - fine to medium grained, well sorted clean quartz sand with sparse shell hash and shell fragments., (SP). End of Boring NAD 1983North Carolina State Plane 6.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 09:33 -10.4 Ft. -10.4 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.5 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-06 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,425,903 Y = 239,845 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-06 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 2 3 -9.7 -12.4 -13.4 -17.5 -20.2 3.5 6.2 7.2 11.3 14.0 Sample #1, Depth = 1.5' Mean (mm): 0.53, Phi Sorting: 3.15 Fines (230): 21.50% (SM-H) Sample #2, Depth = 4.3' Mean (mm): 0.19, Phi Sorting: 0.69 Fines (230): 2.55% (SP) Sample #3, Depth = 7.5' Mean (mm): 0.16, Phi Sorting: 0.44 Fines (230): 1.00% (SP) Sandy silt - very fine grained sand with moderate to abundant silt. Moderate shell hash and shell fragments (<0.2'). Shell hash and fine shell with little to no silt from 0.0' to 0.3'., (SM). Sand - fine grained, poorly sorted quartz sand with moderate silt. Little to no shell hash or shell fragments., (SP-SM). Silty Shelly Sand - very fine grained sand with abundant silt and clay. Moderate to abundant shell fragments. Very similar to top layer and sample taken at 1.7' represents this layer as well., (SW-SC). Sand - very fine to fine grained, moderately well sorted sand with sparse silt and isolated shells. Overall clean quartz sand with increase in silt from 9.6' to 10.3'., (SP). Silty Sand - very fine grained, poorly sorted sand with moderate to abundant silt and sparse shell fragments (<0.1'). Below proposed dredge depth, no sample taken, (SM). End of Boring NAD 1983North Carolina State Plane 14 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 09:52 -6.2 Ft. -6.2 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 16.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-07 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,425,484 Y = 240,843 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-07 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 -10.6 -11.6 -16.2 2.9 3.9 8.5 Sample #1, Depth = 1.7' Mean (mm): 0.18, Phi Sorting: 0.64 Fines (230): 2.33% (SP) Sample #2, Depth = 3.3' Mean (mm): 0.35, Phi Sorting: 2.43 Fines (230): 2.99% (SW) Sample #3, Depth = 6.0' Mean (mm): 0.16, Phi Sorting: 0.39 Fines (230): 0.39% (SP) Sand - fine grained, well sorted quartz sand with sparse fine shell hash. Thin layer of abundant shell fragments (<0.15') and shell hash from 1.1' to 1.3'., (SP). Sand - fine grained, poorly sorted quartz sand with moderate shell fragments (<0.2') and small whole shells (<0.1'). Sparse silt mixed in with shelly areas., (SW). Sand - fine grained, well sorted clean quartz sand little to no shell hash. Shell fragments isolated to individual layers from 6.9' to 7.3' and moderate medium shell hash from 8.1' to 8.5'., (SP). End of Boring NAD 1983North Carolina State Plane 8.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 10:14 -7.7 Ft. -7.7 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-08 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,425,246 Y = 241,084 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-08 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -10.4 -16.1 -18.8 2.4 8.1 10.8 Sample #1, Depth = 0.8' Mean (mm): 0.31, Phi Sorting: 2.35 Fines (230): 5.94% (SW-SM) Sample #2, Depth = 3.9' Mean (mm): 1.35, Phi Sorting: 3.55 Fines (230): 29.83% (SM-H) Sand - very fine to fine grained, well sorted quartz sand with sparse fine shell hash. Layer of silt and shell hash and shell fragments(<0.2') from 0.7' to 1.1'., (SP). Silty Shelly Sand - very fine grained, poorly sorted sand with abundant silt, shell fragments, whole shells, and shell hash (<0.25')., (SW-SM). Sand - very fine grained, poorly sorted sand with moderate silt. Sparse shell fragments and shell hash. No sample taken, layer below dredge depth., (SM-SC). End of Boring NAD 1983North Carolina State Plane 10.8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 10:33 -8.0 Ft. -8.0 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-09 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,723 Y = 241,369 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-09 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -11.1 -17.1 -20.9 4.4 10.4 14.2 Sample #1, Depth = 3.3' Mean (mm): 0.34, Phi Sorting: 1.87 Fines (230): 1.30% (SW) Sample #2, Depth = 6.8' Mean (mm): 1.18, Phi Sorting: 3.63 Fines (230): 27.82% (SM-H) Sand - very fine to fine grained, well sorted sand with sparse amounts of silt. Sparse small shell fragments. Large increase in shell hash and shell fragments (<0.15') from 3.4' to 4.4', (SP). Sandy Silt - very fine graned sand with abundant silt and shell fragments and whole shells. Decrease in silt content from 5.8' to 6.3'., (SW-SC). Silty Sand - very fine grained sand with moderate amount of silt. Sparse small shell fragments. No sample taken, below dredge depth., (SM). End of Boring NAD 1983North Carolina State Plane 14.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 10:55 -6.7 Ft. -6.7 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 16.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-10 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,473 Y = 241,594 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-10 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -12.3 -15.5 -17.9 4.8 8.0 10.4 Sample #1, Depth = 2.0' Mean (mm): 0.47, Phi Sorting: 2.93 Fines (230): 1.34% (SW) Sample #2, Depth = 6.0' Mean (mm): 0.37, Phi Sorting: 2.82 Fines (230): 47.65% (SM-H) Sand - fine grained, moderately well sorted sand with sparse silt and sparse shell fragments. Shell hash and fragments (<0.1') layer from 0.7' to 1.2' and slight increase in silt content from 4.2' to 4.8'., (SP). Sand silt - very fine grained silt with sparse to moderate fine grained sand. Sparse shell fragments and whole shells (<0.2'), (SM). Sand - very fine to fine grained, moderately well sorted sand with sparse silt. Sparse fine shell hash and small shell fragments. No sample taken, below dredge depth., (SP). End of Boring NAD 1983North Carolina State Plane 10.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 11:26 -7.5 Ft. -7.5 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-11 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,424,220 Y = 242,045 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-11 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 -10.8 -15.2 -19.5 2.1 6.5 10.8 Sample #1, Depth = 0.5' Mean (mm): 0.36, Phi Sorting: 2.06 Fines (230): 1.35% (SW) Sample #2, Depth = 3.5' Mean (mm): 0.18, Phi Sorting: 1.83 Fines (230): 37.24% (SM-H) Sand - fine grained, moderately well sorted sand with sparse silt and shell fragments (<0.1'). Increase in shell material from 0.7' to 1.0'. Otherwise clean quartz sand., (SP). Sandy Silt - very fine grained sand with abundant silt. Sparse to moderate shell fragments and whole shells (<0.2')., (SM-SC). Sand - fine grained, moderately well sorted sand with sparse silt. Very fine shell hash and sparse small shell fragments. No sample taken, below dredge depth., (SP). End of Boring NAD 1983North Carolina State Plane 10.8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 11:45 -8.7 Ft. -8.7 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-12 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,945 Y = 242,760 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-12 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9 1 2 3 -13.2 -14.0 -19.5 -21.0 0.8 1.6 7.1 8.6 Sample #1, Depth = 0.4' Mean (mm): 0.35, Phi Sorting: 1.43 Fines (230): 0.45% (SW) Sample #2, Depth = 1.3' Mean (mm): 0.77, Phi Sorting: 2.17 Fines (230): 6.10% (SW-SM) Sample #3, Depth = 2.0' Mean (mm): 0.35, Phi Sorting: 0.77 Fines (230): 0.50% (SP) Sand - fine to medium grained, poorly sorted quartz sand with moderate fine shell hash., (SW). Shelly Sand - fine to medium grained, poorly sorted quartz sand with abundant shell hash and shell fragments (<0.1'). Sparse silt mixed in., (SW). Sand - medium grained, poorly sorted quartz sand. Little to no shell hash or shell fragments. Increase in grain size (coarse grained) and moderate quartz pebbles from .9' to 4.5'. Grain size decreases to fine to medium from 4.5' to 7.1'., (SP). Sand - fine grained, very well sorted quartz sand with little to no shell hash or shells. Sparse silt mixed in, much brighter color than sediment above. No sample taken, below dredge depth., (SP). End of Boring NAD 1983North Carolina State Plane 8.6 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-12-19 12:08 -12.4 Ft. -12.4 07-12-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORINGVERTICAL INCLINED 0.0 Ft. 2019-VC-SC-13 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,877 Y = 243,453 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BO X O R SA M P L E DEPTH(ft) 0 5 10 15 20 25 LE G E N D %REC.REMARKS Boring Designation 2019-VC-SC-13 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft) FL O R I D A D E P R O S S B A N K S C H A N N E L C O R E S . G P J F L D E P R O S S . G D T 8 / 2 9 / 1 9