2008 MHC Lab Data File and Vibracore Data.pdf
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- Attached to
- South Atlantic Regional Harbor Dredging Federal contract opportunity
- Solicitation number
- W912PM21B0008
About this file
This solicitation notice seeks maintenance dredging services for five harbor dredging projects along the Atlantic coast. The U.S. Army Corps of Engineers, Wilmington District requires dredging of Brunswick Harbor, Georgia with an estimated quantity of 1,500,000 cubic yards from December 15 to March 31; Savannah Harbor, Georgia with 600,000 cubic yards from December 15 to March 31; Wilmington Harbor, North Carolina with 900,000 cubic yards on a year-round basis; Morehead City Harbor, North Carolina with 800,000 cubic yards on a year-round basis; and Charleston Harbor, South Carolina with 1,200,000 cubic yards from December 15 to March 31. Interested vendors must request electronic plans by email. This will be a firm-fixed price contract between $10-25 million. The solicitation will be issued on or around June 30, 2021. The NAICS code is 237990 and size standard is $30 million. Bidders must register in SAM to be eligible for award.
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Morehead CityHarbor.dgn 3/13/2009 1:54:21 PM
2. LOCATION
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOUTH ATLANTIC
0.0’
X
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
AT PREDETERMINED
NOTE:
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
44.0
46.0
48.0
50.0
52.0
54.0
ASSUME NOT RECOVERED
MHC-O8-V-1
MHC-O8-V-1
NC Coord. N339687 E2699789 (NAD 83)
N/A ( 44.2 of Water)
54.2’
0.0’ TO 44.2’ WATER
0934 hrs.
WESLEY BROWN
RIVER BOTTOM @ 44.2’
44.2’
-44.2
44.7’
Ran 10.0’ Rec: 6.5’
MH Dark gray, elastic silt
50.7’
SM Gray, fine silty sand
54.2 -54.2
BOTTOM OF HOLE AT 54.2’
48.2’
48.7’
47.5’
46.4’
47.0’
48.2’
46.9’
8/27/08 8/27/08
N/A
MOREHEAD CITY DMMP
SP Gray, coarse poorly
SP-SM Gray, fine poorly
1 SP
2 MH
3 SM
4 SP
47.0’
46.4’
Jar
Classification
MOREHEAD CITY
HOLE TERMINATED
graded sand
MHC-08-V-1DMMP
graded silty sand
NOTE: Commercial soils lab classified samples according to ASTM D2457
DEPTH AT 10.0’
Number
Morehead CityHarbor.dgn 3/13/2009 1:54:57 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
N/A
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
45.0
51.0
53.0
WILMINGTON DISTRICT
VIBRA CORE SNELL
47.0
49.0
43.0
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
KELLEY KALTENBACH
MHC-O8-V-2
MHC-O8-V-2
N/A ( 43.3 of Water)
53.3’
8/27/08 8/27/08
NC Coord. N339874 E2699836 (NAD 83)
0.0’ TO 43.3’ WATER
0955 hrs.
RIVER BOTTOM @ 43.3’ 43.3’
43.8’
45.3’
46.8’
Ran 10.0’ Rec: 3.5’
45.3’
45.8’
BOTTOM OF HOLE AT 53.3’
MOREHEAD CITY DMMP
1 SP
2 SP
-43.3 43.3
-53.3
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
SP Tan, coarse poorly graded sand
MHC-08-V-2
SP-SM Grayish tan,fine poorly graded silty sand
DMMP
NOTE: Commercial soils lab classified samples according to ASTM D2457
Morehead CityHarbor.dgn 3/13/2009 1:55:24 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
AT PREDETERMINED
ASSUME NOT RECOVERED
KELLEY KALTENBACH
MHC-O8-V-3
MHC-O8-V-3
NC Coord. N340085 E2699899 (NAD 83)
8/27/08 8/27/08
1016 hrs.
0.0’ TO 41.5’ WATER
N/A ( 41.5 of Water)
51.5’
RIVER BOTTOM @ 41.5’
41.5’
42.0’
43.0
45.0
47.0
49.0
51.0
51.5 -51.5
BOTTOM OF HOLE AT 51.5’
Ran 10.0’ Rec: 8.6’
43.5’
44.0’
45.5’
46.0’
47.5’
48.0’
50.1’ 50.0’
49.5’
MOREHEAD CITY DMMP
1 SP
2 SP
3 SP
4 SP
-41.5
41.0
41.5
Jar
Number Classification
MOREHEAD CITY
NOTE:
HOLE TERMINATED
SP Tan, coarse poorly graded sand
MHC-08-V-3DMMP
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 1:55:52 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
46.0
48.0
50.0
52.0
54.0
ASSUME NOT RECOVERED
WESLEY BROWN
SP Tan, coarse poorly
47.0’
MHC-O8-V-4
MHC-O8-V-4
NC Coord. N340273 E2699914 (NAD 83)
N/A ( 44.6 of Water)
0.0’ TO 44.6’ WATER
44.6’
54.6’
-44.6
1033 hrs.
Ran 10.0’ Rec: 6.3’
45.1’
46.5’
RIVER BOTTOM @ 44.6’
SP-SM Grayish Tan, fine
48.6’ 48.6’
49.1’
50.3’ 50.3’
50.9’ 50.8’
CL Dark gray, lean clay
-54.6 54.6
BOTTOM OF HOLE AT 54.6’
44.6
MOREHEAD CITY DMMP
1 SP-SM
2 SM
3 SP
8/27/08 8/27/08
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
graded sand
MHC-08-V-4
poorly graded silty sand with shell fragments
DMMP
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 1:56:22 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
NOTE:
46.0
48.0
50.0
52.0
54.0
ASSUME NOT RECOVERED
WESLEY BROWN
47.0’
N/A ( 44.6 of Water)
0.0’ TO 44.6’ WATER
44.6’
54.6’
-44.6
Ran 10.0’ Rec: 6.3’
45.1’
46.5’
RIVER BOTTOM @ 44.6’
48.5’
49.0’
50.6’ 50.3’
-54.6 54.6
BOTTOM OF HOLE AT 54.6’
44.6
MHC-O8-V-5
MHC-O8-V-5
8/27/08 8/27/08
NC Coord. N340464 E2699946 (NAD 83)
1048 hrs.
SP-SM Dark Gray, fine
49.8’49.8’
MH Dark gray elastic silt
MOREHEAD CITY DMMP
DEPTH AT 10.O’
1 SP
2 SP-SM
3 SP-SM
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
HOLE TERMINATED
poorly graded silty sand
MHC-08-V-5DMMP
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 1:56:45 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
WESLEY BROWN
47.2’
48.5’
RIVER BOTTOM @ 46.7’
50.4’
54.6’
55.1’
BOTTOM OF HOLE AT 56.7’
MHC-O8-V-6
MHC-O8-V-6
8/27/08 8/27/08
NC Coord. N340708 E2699953 (NAD 83)
1103 hrs.
51.3’
MH Dark gray elastic silt
N/A ( 46.7 of Water)
0.0’ TO 46.7’ WATER
56.7’
46.0
46.7’
50.0
52.0
SP Gray, coarse
49.0’
49.9’
54.0
56.0
49.9’
SM Gray fine silty sand with shell fragments
51.3’
51.8’trace shell fragments
54.6’
55.9’
SM Gray fine silty sand with shell fragments
Ran 10.0’ Rec: 9.2’
MOREHEAD CITY DMMP
1 SP
2 SP
-56.7 56.7
46.7 -46.7
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
MHC-08-V-6
poorly graded sand
DMMP
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 1:57:27 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
SP Tan, coarse poorly
ASSUME NOT RECOVERED
WESLEY BROWN
MH Dark gray, elastic silt
SM Gray, fine silty sand
MHC-O8-V-7
MHC-O8-V-7
NC Coord. N340864 E2700024 (NAD 83)
N/A ( 46.2 of Water)
56.2’
0.0’ TO 46.2’ WATER
46.2’
1118 hrs.
8/27/08 8/27/08
RIVER BOTTOM @ 46.2’
-46.2
46.0
46.7’
48.0
50.0
52.0
54.0
56.0
BOTTOM OF HOLE AT 56.2’
Ran 10.0’ Rec: 6.7’
52.9’
48.0’
48.5’
50.3’ 50.3’
50.8’ with shell fragments
51.3’
51.8’
MOREHEAD CITY DMMP
1 SP
2 SP
-56.2 56.2
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
REFUSAL DEPTH
AT 10.0’
graded sand
MHC-08-V-7
DMMP
NOTE: Commercial soils lab
Morehead CityHarbor.dgn 3/13/2009 1:57:47 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
KELLEY KALTENBACH
NC Coord. N340085 E2699899 (NAD 83)
8/27/08 8/27/08
MHC-O8-V-8
MHC-O8-V-8
MOREHEAD CITY DMMP
N/A ( 40.8 of Water)
0.0’ TO 40.8’ WATER
40.8’
50.8’
RIVER BOTTOM @ 40.8’
40.0
-40.8 40.8
41.3’
1135 hrs.
43.0’
43.5’
45.0’
45.5’
42.0
44.0
46.0
48.0
50.0
BOTTOM OF HOLE AT 50.8’
49.1’
46.4’ 46.4’
46.9’
Ran 10.0’ Rec: 8.3’
1 SP
2 SP
3 SP
4 SM
50.8 -50.8
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
SP Tan, coarse poorly graded sand
MHC-08-V-8
DMMP
SM Gray, fine silty sand with shell fragments
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 1:58:21 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
WESLEY BROWN
1SP Tan, coarse poorly
46.1’
47.5’
RIVER BOTTOM @ 45.6’
SP-SM Grayish Tan, fine
49.8’
50.3’
52.5’
-55.6 55.6
BOTTOM OF HOLE AT 55.6’
45.6
MOREHEAD CITY DMMP
MHC-O8-V-9
WILMINGTON DISTRICT
NC Coord. N341257 E2700081 (NAD 83)
MHC-O8-V-9
N/A ( 45.6 of Water)
55.6’
0.0’ TO 45.6’ WATER
45.6’
45.0
-45.6
1150 hrs.
8/27/08 8/27/08
47.0
49.0
51.0
53.0
55.0
48.0’
49.8’
52.9’
52.0’
Ran 10.0’ Rec: 7.3’
1 SP
2 SP
Jar
Number Classification
MOREHEAD CITY
NOTE:
HOLE TERMINATED
graded sand poorly graded silty sand
DMMP MHC-08-V-9
NOTE: Commercial soils lab classified samples according to ASTM D2457
AT PREDETERMINED
Morehead CityHarbor.dgn 3/13/2009 1:58:47 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
KELLEY KALTENBACH
53.3’
MOREHEAD CITY RANGE B
MHC-O8-V-10
MHC-O8-V-10
N/A ( 45.3 of Water)
55.3’
8/27/08 8/27/08
1230 hrs.
0.0’ TO 45.3’ WATER
RIVER BOTTOM @ 45.3’
45.0
-45.3 45.3 45.3’
45.8’
NC Coord. N341479 E2700148 (NAD 83)
Ran 10.0’ Rec: 8.0’
47.0
49.0
51.0
53.0
55.0
-55.3 55.3
BOTTOM OF HOLE AT 55.3’
47.5’
48.0’
49.3’49.3’
49.8’
51.3’ 51.3’
51.8’
SP-SM Grayish tan, fine poorly graded silty sand sand
SOUTH ATLANTIC
1 SP
2 SP
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
SP Tan, coarse poorly graded sand
NOTE: Commercial soils lab classified samples according to ASTM D2457
RANGE B MHC-08-V-10
SP Grayish tan, fine to medium poorly graded
Morehead CityHarbor.dgn 3/13/2009 1:59:14 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
WESLEY BROWN
MH Dark gray, elastic silt
SM Gray, fine silty sand
MHC-O8-V-11
NC Coord. N341658 E2700133 (NAD 83)
N/A ( 47.1 of Water)
57.1’
0.0’ TO 47.1’ WATER
47.1’
1248 hrs.
8/27/08 8/27/08
RIVER BOTTOM @ 47.1’
-47.1
47.0
47.6’
49.0
51.0
53.0
55.0
57.0
Ran 10.0’ Rec: 8.0’ with shell fragments
MOREHEAD CITY DMMP
MHC-O8-V-11
LESTER GAUGHF CRANE OPERATOR
WILMINGTON DISTRICT
SOUTH ATLANTIC
49.0’
49.5’
50.9’50.9’
51.4’
SP-SM Grayish Tan, fine trace shell fragments
52.3’ 52.3’
52.8’
55.1’
-57.1
BOTTOM OF HOLE AT 57.1’
1 SM
2 SM
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
DMMP
MHC-08-V-11
poorly graded silty sand
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 1:59:38 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
WESLEY BROWN
SP Tan, coarse poorly
52.5’
-55.6 55.6
MOREHEAD CITY DMMP
45.0
8/27/08 8/27/08
47.0
49.0
51.0
53.0
55.0
52.0’
MHC-O8-V-12
WILMINGTON DISTRICT
MHC-O8-V-12
0.0’ TO 45.8’ WATER
1320 hrs.
NC Coord. N341642 E2699669 (NAD 83)
N/A ( 45.8 of Water)
55.8’
45.8’RIVER BOTTOM @ 45.8’
46.3’
47.4’
47.9’
49.0’
49.5’
50.1’
Ran 10.0’ Rec: 9.3’
50.6’
53.3’53.3’
53.8’
55.1’
MH Dark gray, elastic silt
SM Dark gray, fine silty sand
45.8
6 0
1 SM
2 MH
3 SM
-45.8
BOTTOM OF HOLE AT 55.8’
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
DMMP MHC-08-V-12
graded sand trace
SM Gray, fine silty sand trace shell fragments with shell fragments with shell fragments
SM Dark gray, fine silty sand
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 2:00:18 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
45.0
51.0
53.0
VIBRA CORE SNELL
47.0
49.0
43.0
LESTER GAUGHF CRANE OPERATOR
N/A ( 43.5 of Water)
53.5’
0.0’ TO 43.5’ WATER
RIVER BOTTOM @ 43.5’
From 0.0’ to 10.0’
53.5 -53.5
BOTTOM OF HOLE AT 53.5’
ASSUME NOT RECOVERED
43.5’
44.0’
KELLEY KALTENBACH
MHC-O8-V-13
WILMINGTON DISTRICT
MHC-O8-V-13
1340 hrs.
8/27/08 8/27/08
-43.5 43.5
Ran 10.0’ Rec: 9.2’
45.0’
45.5’
46.2’46.2’
46.7’
49.0’ 49.0’
49.5’
52.7’
51.0’
51.5’
MOREHEAD CITY DMMP
NC Coord. N341056 E2699568 (NAD 83) poorly graded silty sand SP-SM Grayish tan, fine
SM Olive green, fine silty sand
1 SP-SM
2 SP-SM
3 SM
4 SM
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
NOTE: Commercial soils lab classified samples according to ASTM D2457
MHC-08-V-13
With shell fragments
DMMP
Morehead CityHarbor.dgn 3/13/2009 2:00:51 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
45.0
51.0
53.0
WILMINGTON DISTRICT
VIBRA CORE SNELL
47.0
49.0
43.0
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
KELLEY KALTENBACH
8/27/08 8/27/08
MOREHEAD CITY DMMP
MHC-O8-V-14
MHC-O8-V-14
NC Coord. N340443 E2699491 (NAD 83)
N/A ( 43.1 of Water)
53.1’
0.0’ TO 43.1’ WATER
RIVER BOTTOM @ 43.1’
1400 hrs.
43.1’
43.6’
-43.1
45.7’ 45.7’
46.2’
48.4’
48.0’
47.5’
48.4’
48.9’
49.6’ 49.6’
50.1’
51.4’
-53.1
BOTTOM OF HOLE AT 53.1’
Ran 10.0’ Rec: 8.3’
1 SP
2 SP
3 SP
4 SP-SM
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
DMMP MHC-08-V-14
SP Gray and white, coarse poorly graded sand
SP-SM Grayish tan,fine poorly graded silty sand trace shell fragments
SM Dark Gray,fine silty sand with shell fragments
SP-SM Grayish tan,fine to medium poorly graded silty sand
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 2:01:13 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
45.0
51.0
53.0
VIBRA CORE SNELL
47.0
49.0
43.0
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
KELLEY KALTENBACH
WILMINGTON DISTRICT
8/27/08 8/27/08
49.0’
49.5’
51.0’
51.5’
MOREHEAD CITY DMMP
MHC-O8-V-15
LESTER GAUGHF CRANE OPERATOR
NC Coord. N339775 E2699361 (NAD 83)
MHC-O8-V-15
N/A ( 43.9 of Water)
53.9’
0.0’ TO 43.9’ WATER
1420 hrs.
43.9 -43.9 43.9’RIVER BOTTOM @ 43.9’
44.4’
Ran 10.0’ Rec: 8.5’
44.9’
45.4’
46.9’ 46.9’
47.4’
49.1’
52.4’
-53.9 53.9
BOTTOM OF HOLE AT 53.9’
44.9’
1 SP-SM
2 MH
3 SP-SM
4 SM
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
NOTE: Commercial soils lab classified samples according to ASTM D2457
With shell fragments
DMMP MHC-08-V-15
SM Black, fine silty sand
MH olive green elastic silt
SM Greenish gray, fine silty sand trace of shell fragments
Morehead CityHarbor.dgn 3/13/2009 2:01:35 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
KELLEY KALTENBACH
8/27/08 8/27/08
MOREHEAD CITY DMMP
MHC-O8-V-16
NC Coord. N345277 E2700375 (NAD 83)
LESTER GAUGHF CRANE OPERATOR
WILMINGTON DISTRICT
DEG. FROM VERT.
MHC-O8-V-16
N/A ( 42.1 of Water)
0.0’ TO 42.1’ WATER
RIVER BOTTOM @ 42.1’ 42.1’ 42.0 -42.1
52.1’
42.6’
44.0
46.0
48.0
50.0
52.0 -52.1
BOTTOM OF HOLE AT 52.1’
49.8’
44.0’
44.5’
46.0’
46.5’
48.0’
48.5’
Ran 10.0’ Rec: 7.7’
1512 hrs.
1 SP
2 SP
3 SP
4 SP
Jar
Number Classification
MOREHEAD CITY
NOTE:
HOLE TERMINATED
DMMP MHC-08-V-16
SP Tan, coarse poorly graded sand
NOTE: Commercial soils lab classified samples according to ASTM D2457
Morehead CityHarbor.dgn 3/13/2009 2:02:00 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
KELLEY KALTENBACH
8/27/08 8/27/08
MOREHEAD CITY DMMP
40.0
42.0
44.0
46.0
48.0
50.0
MHC-O8-V-17
WILMINGTON DISTRICT
MHC-O8-V-17
NC Coord. N344910 E2700356 (NAD 83)
1535 hrs.
N/A ( 40.4 of Water)
0.0’ TO 40.4’ WATER
RIVER BOTTOM @ 40.4’
40.4 -40.4
MLLW
50.4’
50.4 -50.4
BOTTOM OF HOLE AT 50.4’
47.7’
40.4’
40.9’
42.0’
42.5’
44.0’
44.5’
46.0’
46.5’
Ran 10.0’ Rec: 7.3’
1 SP
2 SP
3 SP
4 SP
DEPTH AT 10.0’
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
SP Tan, coarse poorly graded sand
DMMP
MHC-08-V-17
NOTE: Commercial soils lab
Morehead CityHarbor.dgn 3/13/2009 2:02:23 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
LESTER GAUGHF CRANE OPERATOR
From 0.0’ to 10.0’
ASSUME NOT RECOVERED
WESLEY BROWN
48.5’
8/27/08 8/27/08
46.0
48.0
50.0
52.0
49.0’
54.0
56.0
5SM Gray fine silty sand with shell fragments
MOREHEAD CITY DMMP
MHC-O8-V-18
MHC-O8-V-18
NC Coord. N344429 E2700635 (NAD 83)
N/A ( 46.5 of Water)
0.0’ TO 46.5’ WATER
56.5’
1610 hrs.
RIVER BOTTOM @ 46.5’ 46.5’
46.5
Ran 10.0’ Rec: 9.3’
47.0’
SP Tan, coarse poory graded sand
49.5’ 49.5’
50.0’
54.0’ 54.0’
54.5’
55.8’
52.0’
52.5’
SP-SM Gray fine poorly graded silty sand with shell fragments
BOTTOM OF HOLE AT 56.5’
56.5
1 SP
2 SP
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
DMMP
MHC-08-V-18
-56.5
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 2:02:49 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
WESLEY BROWN
8/27/08 8/27/08
47.0
49.0
51.0
53.0
55.0
57.0
MOREHEAD CITY DMMP
LESTER GAUGHF CRANE OPERATOR
WILMINGTON DISTRICT
SOUTH ATLANTIC
49.0’
49.5’
MHC-O8-V-19
MHC-O8-V-19
NC Coord. N344065 E2700355 (NAD 83)
N/A ( 47.2 of Water)
1626 hrs.
57.2’
0.0’ TO 47.2’ WATER
Ran 10.0’ Rec: 10.0’
RIVER BOTTOM @ 47.2’ 47.2’ -47.2
47.7’
51.0’51.0’
51.5’
-57.2
BOTTOM OF HOLE AT 57.2’
SP Gray, fine/medium
54.7’
SP Tan, coarse poorly
SP-SM Gray, fine poorly graded silty sand with shell fragments
53.0’
53.5’
54.7’
55.2’
57.2’
56.7’
1 SP
2 SP
DEPTH at 10.0’
Jar
Number Classification
MOREHEAD CITY
NOTE:
HOLE TERMINATED
DMMP
MHC-08-V-19
poorly graded sand graded sand
NOTE: Commercial soils lab classified samples according
Morehead CityHarbor.dgn 3/13/2009 2:03:16 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
WESLEY BROWN
MOREHEAD CITY DMMP
MHC-O8-V-24
WILMINGTON DISTRICT
NC Coord. N347581 E2700590 (NAD 83)
LESTER GAUGHF CRANE OPERATOR
MHC-O8-V-24 5
N/A ( 35.9 of Water)
50.9’
0.0’ TO 35.9’ WATER
RIVER BOTTOM @ 35.9’
1005 hrs.
35.9’
35.0
-35.9 35.9
SP Tan, coarse poorly graded
37.0
39.0
41.0
43.0
45.0 -45.0
CONTINUED ON SHEET 2
From 0.0’ to 15.0’
Ran 15.0’ Rec: 10.3’
44.0’
44.5’
42.0’
42.5’
40.0’
40.5’
38.0’
38.5’
36.4’
9/02/08 9/02/08
1 SP
2 SP
AT REFUSAL DEPTH
AT 15.0’
Jar
Number Classification
MOREHEAD CITY
NOTE:
HOLE TERMINATED
DMMP MHC-08-V-24
sand with medium size shell fragments
NOTE: Commercial soils lab
Morehead CityHarbor.dgn 3/13/2009 2:04:04 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
KELLEY KALTENBACH
SP-SM Grayish tan, fine poorly graded silty sand
MOREHEAD CITY DMMP
MHC-O8-V-25
WILMINGTON DISTRICT
MHC-O8-V-25
NC Coord. N347087 E2700490 (NAD 83)
N/A ( 33.5 of Water)
50.5’
0.0’ TO 33.5’ WATER
RIVER BOTTOM @ 33.5’ 33.5’
33.0
33.5 -33.5
9/02/08 9/02/08
1025 hrs.
From 0.0’ to 17.0’
Ran 17.0’ Rec: 13.5’
35.0
37.0
39.0
41.0
43.0 -43.0
CONTINUED ON SHEET 2
34.0’
35.0’
35.5’
36.2’
36.7’
39.0’
39.5’
41.0’
41.5’ 1 SP
2 SP
AT REFUSAL DEPTH
AT 17.0
Jar
Number Classification
MOREHEAD CITY
NOTE:
HOLE TERMINATED
NOTE: Commercial soils lab classified samples according
DMMP MHC-08-V-25
Morehead CityHarbor.dgn 3/13/2009 2:05:23 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
VIBRA CORE SNELL
WESLEY BROWN
MOREHEAD CITY DMMP
SP Tan, coarse poorly graded
CONTINUED ON SHEET 2
42.0’
42.5’
40.0’
40.5’
38.0’
38.5’
9/02/08 9/02/08
MHC-O8-V-26
WILMINGTON DISTRICT
NC Coord. N346870 E2700557 (NAD 83)
LESTER GAUGHF CRANE OPERATOR
MHC-O8-V-26
(Coordinates or Station)
56.0’
N/A ( 36.0’ of Water)
0.0’ TO 36.0’ WATER
RIVER BOTTOM @ 36.0’
36.0 36.0’
36.5’
1045 hrs.
-36.0
38.0
40.0
42.0
44.0
46.0 -46.0
From 0.0’ to 20.0’
Ran 20.0’ Rec: 10.4’
SM Gray, fine silty sand
45.0’
45.5’
45.0’
1 SP
2 SP
3 SP
4 SP
5 SP
Jar
Number Classification
MOREHEAD CITY
AT PREDETERMINED
NOTE:
HOLE TERMINATED
DMMP
sand with medium size shell fragments
MHC-08-V-26
with shell fragments
NOTE: Commercial soils lab classified samples according
DEPTH AT 20.0
Morehead CityHarbor.dgn 3/13/2009 2:15:06 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
NOTE: TOP OF HOLE is de-fined as surface of water and compensation is made
4" Dia. Vibracore
MLLW
N/A
Time begin vibracoring:
Soils described by Larry
Benjamin, Civil Engr. Tech.
MLLW feet top of Hole is 0.0 EL MLLW.
VIBRACORE BORING
sample is logged as be-ginning at Ocean Bottom.
When Run is greater than Recovery, the difference
Top of vibracore soil is depicted as Assumed
Not Recovered.
LAB CLASSIFICATION
WILMINGTON DISTRICT
VIBRA CORE SNELL
WESLEY BROWN
1118 hrs.
MOREHEAD CITY DMMP
MHC-O8-V-27
NC Coord. N346593 E2700426 (NAD 83)
MHC-O8-V-27
N/A ( 26.6 of Water)
0.0’ TO 26.6’ WATER
41.6’
RIVER BOTTOM @ 26.6’ 26.6’
27.1’
26.0
-26.6 -26.6
28.0
30.0
32.0
34.0
36.0
CONTINUED ON SHEET 2
-36.0
34.6’
28.5’
29.0’ From 0.0’ to 15.0’
Ran 15.0’ Rec: 8.0’
30.5’
31.0’
32.5’
33.0’
1 SP
2 SP
3 SP
4 SP
9/02/08 9/02/08
AT REFUSAL DEPTH
AT 15.0
Jar
Number Classification
MOREHEAD CITY
NOTE:
DMMP
MHC-08-V-27
graded sand with tiny size shell fragments
NOTE: Commercial soils lab classified samples according
HOLE TERMINATED
Morehead CityHarbor.dgn 3/13/2009 2:16:00 PM
3. DRILLING AGENCY
4. HOLE NO.
5. NAME OF DRILLER
6. DIRECTION OF HOLE
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
9. TOTAL DEPTH OF HOLE
DIVISION
1. PROJECT
INSTALLATION
10. SIZE AND TYPE OF BIT
12. MANUFACTURER’S DESIGNATION OF DRILL
13. TOTAL NO. OF OVER-
BURDEN SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
15. ELEVATION GROUND WATER
16. DATE HOLE
17. ELEVATION TOP OF HOLE
18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
STARTED COMPLETED
DISTURBED UNDISTURBED
SHEET
OF SHEETS
VERTICAL INCLINED DEG. FROM VERT.
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS
% CORE
RECOV-
ERY
BOX OR
SAMPLE
NO.
REMARKS
gfedcba
(Description) (Drilling time, water loss, depth of weathering, etc., if significant)
(TBM or MSL)
(Coordinates or Station)
(As shown on drawing title and file number)
11. DATUM FOR ELEVATION SHOWN
DRILLING LOG
Hole No.
ENG FORM 1836
MAR 71
PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
WILMINGTON DISTRICT
N/A
0.0’ MLLW
SOILS ARE FIELD VISUALLY
CLASSIFIED IN ACCORDANCE
WITH THE UNIFIED SOIL
CLASSIFICATION SYSTEM
for the tide such that
N…
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