A.03.09 Specifications.pdf
PDF 44 MB Posted
- Attached to
- Zoar Levee Repair Federal contract opportunity
- Solicitation number
- W9123720B0003
About this file
This document provides details on a forthcoming federal construction contract solicitation by the U.S. Army Corps of Engineers Huntington District. The solicitation will be for repairs to the Zoar Levee system located in Tuscarawas County, Ohio, which surrounds the National Historic Landmark Village of Zoar. Work will consist of installing an internal erosion interceptor trench, extending manholes, vibration monitoring, and disposing of excess soils, with a period of performance ending in June 2022. The solicitation number will be W9123720B0003 and will utilize a firm-fixed price construction contract awarded to one contractor. The opportunity is currently in the pre-solicitation stage.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01 Abstract of Bids.pdf | ||
| Pre-Bid Attendees.docx | DOCX document | |
| A.03.09 Revised Plan_CG102.pdf | ||
| B.08.02 W9123720B0003 0001.pdf | ||
| B.07.01 Pre-Bid Question & Answers.docx | DOCX document | |
| A.03.09 Plans 1 of 6.pdf | ||
| A.03.09 Plans 6 of 6.pdf | ||
| B.08.02 W9123720B0003.pdf | ||
| A.03.09 Plans 4 of 6.pdf | ||
| A.03.09 Plans 3 of 6.pdf | ||
| A.03.09 Plans 2 of 6.pdf | ||
| A.03.09 Plans 5 of 6.pdf | ||
| B.01.03 Pre-Solicitation Synopsis.pdf |
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Text version
CERTIFIED FINAL DOCUMENTS - RTA
Specifications for
DAM SAFETY MODIFICATION
INTERNAL EROSION
INTERCEPTION TRENCH
(IEIT) AND BERM
AT ZOAR LEVEE
ZOAR, OH
DEPARTMENT OF THE ARMY
HUNTINGTON DISTRICT, CORPS OF ENGINEERS
HUNTINGTON, WEST VIRGINIA
IFB No. W9123720B0003 MAY 2020
This page was intentionally left blank for duplex printing.
IFB No. W9123720B0003 DOT09
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 15 BORING LOGS AND RELATED SUPPLEMENTAL INFORMATION
00 80 00 SPECIAL CONTRACT REQUIREMENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 CONTRACT CONSIDERATIONS
01 22 00.00 20 APPLICATION FOR PAYMENT
01 28 00.00 10 CONTRACT MODIFICATIONS
01 31 19.00 40 PROJECT CONFERENCES
01 32 01.00 10 PROJECT SCHEDULE
01 32 16.00 20 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 38 10 PROGRESS PHOTOGRAPHS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 40 CONTRACTOR QUALITY CONTROL
01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 60 00.00 40 MATERIAL AND EQUIPMENT
01 78 00 CLOSEOUT SUBMITTALS
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 09 06 VIBRATION MONITORING
31 56 00 INTERNAL EROSION INTERCEPTION TRENCH (IEIT)
31 57 00 VERIFICATION DRILLING AND TESTING
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 00 ROADWAY, PARKING AND MISCELLANEOUS SITE WORK
32 92 19 SEEDING
DIVISION 33 - UTILITIES
33 40 00 STORM DRAINAGE UTILITIES
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
This page was intentionally left blank for duplex printing.
SECTION TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
SECTION 00 01 15
BORING LOGS AND RELATED SUPPLEMENTAL INFORMATION
PART 1 GENERAL
1.1 SUMMARY
PART 2 PRODUCTS
PART 3 EXECUTION
-- End of Section Table of Contents --
DOCUMENT 00 01 15 Page 1
SECTION 00 01 15
BORING LOGS AND RELATED SUPPLEMENTAL INFORMATION
PART 1 GENERAL
1.1 SUMMARY
This section includes boring logs and other related supplemental information for the Zoar Levee project. The following is a list of items attached to the end of this section. These materials are provided for information only.
. Boring logs for exploratory holes drilled near and along the IEIT alignment; also includes logs for downstream piezometers(not all available) and logs for existing relief wells (not all available) . Gradation testing results from soil boring samples (above logs);
constant rate permeability test results for remolded foundation samples; summary of largest particle size tested and number of samples with gravel size greater than 3/4-inch . Plots of pool elevation (Dover Dam) versus time from 1985 to 2019 . Plots of piezometer elevation versus time for downstream piezometers . Manhole, relief well, and piezometer locations information . Work-as-constructed and remedial design drawings . Example final core log
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Document --
DOCUMENT 00 01 15 Page 2
FOR INFORMATION ONLY
NP
NP
NS
SP-SM
SC
18. TOTAL CORE RECOVERY FOR BORING
OF
D-07-102
DEG. FROM VERT.
4. HOLE NO. (As shown on drawing title and file number)
0.5
SP-SM
891.3
902.8
897.3
895.8
892.8
887.6
886.8
883.8
883.3
SP-SM
894.3
20.0
6.0
7.5
9.0
10.5
12.0
15.7
19.5
16.5
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., mst. to wet, c. to f. gravel, c. to f. sand
SC
SP-SM
SP-SM
SP
12. MANUFACTURER'S DESIGNATION OF DRILL
SAND WITH GRAVEL (SP-SM), br., non pl., mst. to wet, f. gravel, c. to f.
sand
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., mst. to wet, c. to f. gravel, c. to f. sand
CLAYEY SAND WITH GRAVEL (SC)
SAND WITH GRAVEL (SP), br., non pl., mst. to wet, c. to f. gravel, c. to f.
sand
SAND WITH GRAVEL (SP-SM), bk., non pl., mst. to wet, f. gravel, c. to f.
sand
SAND (SP), br., non pl., mst. to wet, f.
gravel, c. to f. sand
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., mst. to wet, c. to f. gravel, c. to f. sand
DRILL W/O SAMPLING (NS)
SP
CLAYEY SAND (SC), bk., low pl., c. to f.
sand w/rt.
ENG FORM
N 347061.113 E 2298352.828
HOLE NO.
Zoar Levee & Diversion Dam - MRR D-07-102MAR 71
PROJECT
DEPTH
b
COMPLETED
INCLINED
2. LOCATION (Coordinates or Station)
K. CLEMENTS
81.0 Feet
CELRH-EC-G
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
8/09/2007
3 1/4" HSA, 2" SS
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
MC
Great Lakes and Ohio River
CLASSIFICATION OF MATERIALS
(Description) d
LEGEND
c
+4PL %
-200
SAND BLOWSELEVATION
a
LL
14. TOTAL NUMBER CORE BOXES
6. DIRECTION OF HOLE
DRILLING LOG
884.1 8/08/2007
8/08/2007VERTICAL
9. TOTAL DEPTH OF HOLE
17. ELEVATION TOP OF HOLE
15. ELEVATION GROUND WATER
D. BROWN
NGVD29
81.0 Feet
UNDISTURBED
STARTED
16. DATE HOLE
0.0 Feet
903.3
10. SIZE AND TYPE OF BIT
FMSM
SHEETS
Zoar Levee & Diversion Dam - MRR 11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
SHEET
3. DRILLING AGENCY
1INSTALLATION
1. PROJECT
CME 55, TRUCK 701
DIVISION
19. NAME OF INSPECTOR
7. THICKNESS OF OVERBURDEN
DISTURBED
5. NAME OF DRILLER
8. DEPTH DRILLED INTO ROCK
08/08/07
AUGER
10/0.2
F.W.
F.W.
SP-SM
SM
21.0
CL
859.3
861.3
870.3
871.8
873.3
874.8
880.8
882.3
SC
44.0
42.0
33.0
31.5
30.0
28.5
22.5
CLAYEY SAND (SC), br., low pl., wet, c.
to f. sand
SC
CL
SP-SM
SC
SILTY SAND (SM), br., non pl., wet, c.
to f. sand
SAND (SP-SM), br., non pl., wet, c. to f.
sand
SANDY CLAY (CL), gr. br., m. pl., wet,
c. to f. sand
CLAYEY SAND (SC), br., low pl., wet, c.
to f. sand
LEAN CLAY WITH SAND (CL), br. gr., low pl., wet, f. gravel, c. to f. sand
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
CLAYEY SAND WITH GRAVEL (SC),
br., low pl., wet, c. to f. gravel, c. to f.
sand (continued)
DEPTH
b
LL %
+4
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
PROJECTENG FORM
JUN 67 1836-A D-07-102Zoar Levee & Diversion Dam - MRR
HOLE NO.
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PLMC BLOWS%
SAND
-200
CELRH-EC-G 4OF
Hole No. D-07-102903.3
Zoar Levee & Diversion Dam - MRR
2PROJECT
DRILLING LOG (Cont Sheet)
SHEETS
INSTALLATION
ELEVATION TOP OF HOLE
SHEET
46.5
NP
NP
NP
F.W.
F.W
SP-SM
SM
CL
SC
CL
CL-ML
F.W.
SM
F.W.
F.W.
F.W.
835.3
837.3
841.8
844.8
849.3
850.8
853.8
855.3
856.8
ML
68.0
66.0
61.5
58.5
54.0
52.5
49.5
48.0
CLAYEY SAND (SC), gr., low pl., wet, c.
to f. sand
SAND (SP-SM), br., non pl., wet, c. to f.
sand
SILTY SAND (SM), gr., non pl., wet, f.
gravel, c. to f. sand br., @ EL. 847.8-El. 844.8
SANDY CLAY (CL), gr., m. pl., wet, c. to
f. sand
SANDY CLAYEY SILT (CL-ML), gr., low pl., wet, c. to f. sand
SANDY SILT (ML), gr., non pl., wet, c.
to f. sand
CLAYEY SAND (SC), br., low pl., wet, c.
to f. sand
SILTY SAND (SM), br., non pl., wet, c.
to f. sand (continued)
SC
SANDY CLAY (CL), br., m. pl., wet, c. to
f. sand
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PL
ENG FORM
JUN 67 1836-A D-07-102Zoar Levee & Diversion Dam - MRR
HOLE NO.PROJECT
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
+4LL BLOWS%
SAND
-200MC
Hole No. D-07-102
SHEET
SHEETS
903.3
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-GZoar Levee & Diversion Dam - MRR
3 70 27
CELRH-EC-G
SHEETINSTALLATION
69.0
OF
DRILLING LOG (Cont Sheet)
825.3
SILTY SAND (SM), br., non pl., wet, c.
to f. sand
SAND (SP-SM), br., non pl., wet, c. to f.
sand (continued)
CLAYEY SAND (SC), br., low pl., wet, c.
to f. sand
822.3
BOTTOM OF HOLE @ 81.0
834.3
81.0
78.0
ELEVATION TOP OF HOLE
F.W.
F.W.
f. gravel, @ El. 829.8-825.3
SC
SM
SP-SM
PL BLOWS%
SAND
-200MC LL %
+4
LEGEND
c
PROJECT
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
ELEVATION
a
CLASSIFICATION OF MATERIALS
(Description) d
1836-A D-07-102Zoar Levee & Diversion Dam - MRR
HOLE NO.
JUN 67
ENG FORM
Hole No. D-07-102
903.3
Zoar Levee & Diversion Dam - MRR
DEPTH
b
PROJECT
SHEETS
N 346607.443 E 2298374.115
882.1 9/07/2007
DRILLING LOG
Zoar Levee & Diversion Dam - MRR
4. HOLE NO. (As shown on drawing title and file number)
DEG. FROM VERT.
CD-07-104
OF
18. TOTAL CORE RECOVERY FOR BORING
9. TOTAL DEPTH OF HOLE
12. MANUFACTURER'S DESIGNATION OF DRILL
929.1
UNDISTURBED
NGVD29
1. PROJECT
STARTED
0.5
16. DATE HOLE 9/07/2007
10. SIZE AND TYPE OF BIT
6. DIRECTION OF HOLE
14. TOTAL NUMBER CORE BOXES
171.6 Feet
FMSM
D. BROWN
15. ELEVATION GROUND WATER
17. ELEVATION TOP OF HOLE
11.6 Feet
915.6 CLAY (CL), br. gr., m. hi. pl., dmp., f.
sand mst. @ El. 916.8
SANDY CLAY (CL), br., m. pl., dry, f.
gravel, c. to f. sand
GRAVELLY SANDY SILTY CLAY
(CL-ML), dk. gr., ve. low pl., f. gravel, c.
to f. sand w/orgs.
909.1
911.6
928.6
20.0
19.5
17.5
13.5
909.6
SAND (SP-SM), br., non pl., dry, f.
gravel, c. to f. sand
CLAY (CL), br., m. hi. pl., dmp., f. sandCL
SP-SM
CL
CL
CL-ML
DEPTH
b
PROJECTENG FORM
MAR 71 1836
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
DIVISION
CD-07-104
MC BLOWS%
SANDPLLL %
+4
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
-200
SHEETS
Zoar Levee & Diversion Dam - MRR
3. DRILLING AGENCY
100.0
1INSTALLATION
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
5. NAME OF DRILLER
CME 85C, TRUCK 951
DISTURBED
8. DEPTH DRILLED INTO ROCK
7. THICKNESS OF OVERBURDEN
19. NAME OF INSPECTOR
9/08/2007
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
CELRH-EC-G
SHEET
183.2 Feet
HOLE NO.
D. JESSIE
4 1/4" HSA, 2" SS
2. LOCATION (Coordinates or Station)
INCLINED
COMPLETED
VERTICAL
Great Lakes and Ohio River
31.5
897.6
37.5
43.5
44.0
906.6
900.6
22.5
SAND (SP-SM), br., non pl.
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., mst., c. to f. gravel, c. to f. sand
SAND WITH GRAVEL (SP), br., non pl., mst., c. to f. gravel, c. to f. sand
SILTY SAND (SM), br., non pl., dmp., f.
gravel, c. to f. sand
SILTY SAND WITH GRAVEL (SM), br., non pl., dmp., c. to f. gravel, c. to f. sand
FAT CLAY (CH), br., hi. pl., dmp., c. to f.
sand
885.1
885.6
891.6
894.6
CLAY (CL), br., m. hi. pl., dmp., f. sand (continued)
SP-SM
28.5
SP-SM
SP
SM
SM
CH
CL
34.5
-200MC PLLL %
+4
LEGEND
c
BLOWS
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
SAND
ENG FORM
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
JUN 67 1836-A CD-07-104Zoar Levee & Diversion Dam - MRR
HOLE NO.
INSTALLATION
ELEVATION TOP OF HOLE
Hole No. CD-07-104
929.1
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
867.6
866.4
879.6
63.0866.1
58.5
61.5
870.6
49.5
873.6
67.5
62.7
SAND (SP-SM), br., non pl., mst. to wet,
c. to f. sand (continued)
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
NO SAMPLE (NS)
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
SAND WITH GRAVEL (SP-SM), br., non pl., wet, f. gravel, c. to f. sand
SAND (SP), br., non pl., wet, f. gravel, c.
to f. sand
POORLY GRADED SAND (SP), br., non pl., wet, f. gravel, c. to f. sand
m. to f. sand @ El. 882.6-El. 879.6
861.6 wet @ El. 882.1-El. 879.6
SP-SM
F.W.
GP-GM
NS
SP-SM
SP-SM
SP
SP
SP-SM
SAND
-200MC PLLL %
+4
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
BLOWS
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
55.5
PROJECTENG FORM
JUN 67 1836-A CD-07-104Zoar Levee & Diversion Dam - MRR
HOLE NO.
SHEET
Hole No. CD-07-104
929.1
Zoar Levee & Diversion Dam - MRR
SHEETS
09/07/07
50/0.4
AUGER
50/0.2
NP 21
856.1
NP
92.0
855.6
73.0
73.5
76.5
79.5
82.5
858.6 70.5
SILTY SAND (SM), gr. br., non pl., wet,
f. gravel, c. to f. sand
CLAYEY GRAVEL WITH SAND (GC),
gr., low pl., wet, c. to f. gravel, c. to f.
sand
CLAYEY SAND (SC), gr., low pl., wet, c.
to f. sand
CLAYEY GRAVEL WITH SAND (GC),
gr., low pl., wet, c. to f. gravel, c. to f.
sand
SANDY CLAY WITH GRAVEL (CL), gr.
br., low pl., wet, c. to f. gravel, c. to f.
sand
SAND WITH GRAVEL (SP-SM), br., wet, c. to f. gravel, c. to f. sand
POORLY GRADED GRAVEL WITH
SILT AND SAND (GP-GM), br., non pl., wet, c. to f. gravel, c. to f. sand silt lense @ El. 839.5-El. 839.1
837.1
846.6
849.6
852.6
CL
SM
GC
coal frags. @ El. 844.1-El. 843.6
GC
SP-SM
GP-GM
SC
LEGEND
c
PROJECT
SAND
-200MC PLLL %
+4 BLOWS
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
DEPTH
b
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G SHEETS
ENG FORM
JUN 67 1836-A CD-07-104Zoar Levee & Diversion Dam - MRR
HOLE NO.
SHEET
Hole No. CD-07-104
929.1
Zoar Levee & Diversion Dam - MRR
WOH
DRILLING LOG (Cont Sheet)
100.5
OFCELRH-EC-G
824.1 SILTY SAND (SM), br., non pl., wet, f.
gravel, c. to f. sand
SAND WITH GRAVEL (SP), br., non pl., wet, f. gravel, c. to f. sand br., c. to f. gravel, @ El. 834.6-El. 828.6
SILTY SAND (SM), gr. br., non pl., wet,
f. gravel, c. to f. sand (continued)
813.1
828.6
116.0
105.0 coal seam @ El. 823.1-El. 822.8 no f. gravel @ El. 818.1-El. 815.1
SM
SP
SM
SAND
-200MC PLLL %
+4
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
BLOWS
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
SHEETS
HOLE NO.PROJECT
PROJECT
Hole No. CD-07-104
929.1
5SHEET
ELEVATION TOP OF HOLE
INSTALLATION
Zoar Levee & Diversion Dam - MRR CD-07-1041836-AJUN 67
ENG FORM
Zoar Levee & Diversion Dam - MRR
SHEETSCELRH-EC-G OF
DRILLING LOG (Cont Sheet)
PROJECT INSTALLATION
ELEVATION TOP OF HOLE
Zoar Levee & Diversion Dam - MRR
929.1
Hole No. CD-07-104
120.0
SHEET
NS
140.0
809.1
789.1
SILTY SAND (SM), br., non pl., wet, f.
gravel, c. to f. sand (continued)
DRILL W/O SAMPLING (NS)
SM
NP NP 5 77
-200
SAND BLOWSMC
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
Zoar Levee & Diversion Dam - MRR CD-07-1041836-AJUN 67
ENG FORM PROJECT
DEPTH
b
HOLE NO.
ELEVATION
a
CLASSIFICATION OF MATERIALS
(Description) d
LEGEND
c
+4LL PL
Zoar Levee & Diversion Dam - MRR
DEPTH
b
Hole No. CD-07-104929.1
HOLE NO.
Zoar Levee & Diversion Dam - MRR
CD-07-1041836-AJUN 67
ENG FORM
164.0
DRILLING LOG (Cont Sheet)
765.1
DRILL W/O SAMPLING (NS)
NS
8OF
PROJECT INSTALLATION
ELEVATION TOP OF HOLE
SHEET
SHEETS
CELRH-EC-G
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PROJECT
+4
ELEVATION
a
CLASSIFICATION OF MATERIALS
(Description) d
LEGEND
c
LL PLMC %
-200
SAND BLOWS
RQD
73%
RQD
76%
CELRH-EC-G OF
DRILLING LOG (Cont Sheet)
PROJECT
ELEVATION TOP OF HOLE
SHEET
SHEETS
Zoar Levee & Diversion Dam - MRR
929.1
Hole No. CD-07-104
171.6
INSTALLATION
SS
183.2
757.5
745.9
DRILL W/O SAMPLING (NS)
SANDSTONE: lt. gray, mod. hard to hard, very fine to fine grained, coarsening upward, numerous black carbonaceous shale stringers, turbated
Iron stained @ El. 750.8-El. 750.5
Iron stain @ El. 745.8-El. 745.7
BOTTOM OF HOLE @ 183.2
NS
Loss 0.0
Loss 0.0
Rec 100%
Rec 100%
+4 BLOWS%
-200 Flow
CFM
Press
PSI
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
Elev.
Ft.
HOLE NO.
Zoar Levee & Diversion Dam - MRR CD-07-1041836-AJUN 67
ENG FORM PROJECT
DEPTH
b
MC PLLL %
+4
ELEVATION
a
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
BEGAN CORING
TOP OF ROCK
879.2 8/21/2007
N 346061.892 E 2298705.507
18. TOTAL CORE RECOVERY FOR BORING
12. MANUFACTURER'S DESIGNATION OF DRILL
1.5
DEG. FROM VERT.
4. HOLE NO. (As shown on drawing title and file number)
Zoar Levee & Diversion Dam - MRR
DRILLING LOG OF
POORLY GRADED GRAVEL WITH
SILT AND SAND (GP-GM), br., non pl., mst., c. to f. gravel, c. to f. sand
876.2
873.7
871.7
885.2
888.2
GRAVELLY SANDY SILTY CLAY
(CL-ML), dk. gr., ve. low pl., f. gravel, c.
to f. sand w/orgs.
NO RECOVERY (NS)
3.0
6.0
12.0
15.0
17.5
879.2
WELL GRADED SAND WITH SILT
AND GRAVEL (SW-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
889.7
19.5
POORLY GRADED GRAVEL (GP), br., non pl., mst., c. to f. gravel, c. to f. sand
SP-SM
SP-SM
NP NP
SAND WITH GRAVEL (SP-SM), br., wet, f. gravel, c. to f. sand
POORLY GRADED SAND WITH SILT
(SP-SM), br., non pl., wet, f. gravel, c. to
f. sand
SP-SM
CL-ML
NS
GP
GP-GM
SW-SM
HOLE NO.
Zoar Levee & Diversion Dam - MRR D-07-1091836MAR 71
D-07-109
PROJECT
DEPTH
b
ENG FORM
0INCLINED
2. LOCATION (Coordinates or Station)
3 1/4" HSA, 2" SS
K. CLEMENTS
81.0 Feet
CELRH-EC-G
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
8/22/2007
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
MC
LEGEND
c
+4PL %
-200
SAND BLOWSLL
891.217. ELEVATION TOP OF HOLE
15. ELEVATION GROUND WATER
A. SMITH
COMPLETED
FMSM
81.0 Feet
14. TOTAL NUMBER CORE BOXES
6. DIRECTION OF HOLE
DIVISION
UNDISTURBED
NGVD29
1. PROJECT
STARTED
16. DATE HOLE
0.0 Feet
10. SIZE AND TYPE OF BIT
8/21/2007VERTICAL
Great Lakes and Ohio River
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
SHEET
3. DRILLING AGENCY
1INSTALLATION
9. TOTAL DEPTH OF HOLE
SHEETS
5. NAME OF DRILLER
CME 55C, TRUCK 820
DISTURBED
8. DEPTH DRILLED INTO ROCK
7. THICKNESS OF OVERBURDEN
19. NAME OF INSPECTOR
08/21/07
855.2
27.0
30.0
36.0
39.0
22.5
868.7
867.2
864.2
861.2
SANDY SILTY CLAY (CL-ML), gr. br., low pl., wet, m. to f. sand clay seam @ El. 848.0 clay seam @ El. 850.2 clay seam @ El. 850.7
LEAN CLAY WITH SAND (CL), gr. br.,
m. pl., wet, f. sand
SILTY SAND (SM), gr., non pl., wet, f.
gravel, c. to f. sand
SILTY SAND (SM), gr. br., non pl., wet,
f. gravel, c. to f. sand
SAND WITH GRAVEL (SP), br., non pl., wet, f. gravel, c. to f. sand
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand (continued)
852.2
SAND (SP-SM), br., non pl., wet, f. sand
F.W.
F.W.
F.W.
F.W.
CL
SM
SP-SM
SM
CL-ML
SP
SP-SM
-200MC PLLL %
+4
LEGEND
c
BLOWS
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
24.0
SAND
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
ELEVATION TOP OF HOLE
ENG FORM
JUN 67 1836-A D-07-109Zoar Levee & Diversion Dam - MRR
HOLE NO.
INSTALLATION
Hole No. D-07-109
891.2
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
F.W.
F.W.
46.5
829.7
F.W.
(continued)
LEAN CLAY WITH SAND (CL), gr. br.,
m. pl., wet, f. sand gr., non pl., @ El. 835.7-El. 829.7
823.7
SAND WITH GRAVEL (SP-SM), br., non pl., wet, f. gravel, c. to f. sand
844.7
68.0
67.5
61.5
823.2 SM
SILTY SAND (SM), br. gr., low pl., wet,
f. gravel, c. to f. sand
SP-SM
SM
CL
SILTY SAND (SM), br., non pl., wet
ELEVATION
a
MC PLLL %
+4
LEGEND
c
1836-A
DEPTH
b
PROJECTENG FORM
CLASSIFICATION OF MATERIALS
(Description) d
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
-200
SAND BLOWS
D-07-109
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
JUN 67
PROJECT INSTALLATION
ELEVATION TOP OF HOLE
SHEET
Zoar Levee & Diversion Dam - MRR
HOLE NO.
SHEETS
Hole No. D-07-109
891.2
Zoar Levee & Diversion Dam - MRR
891.2
CELRH-EC-G OF
DRILLING LOG (Cont Sheet)
PROJECT INSTALLATION
ELEVATION TOP OF HOLE
81.0
Zoar Levee & Diversion Dam - MRR
810.2
SILTY SAND (SM), br., non pl., wet, f.
gravel, c. to f. sand (continued)
c. to f. gravel, @ El. 817.7-El. 810.2
BOTTOM OF HOLE @ 81.0
SM
NP NP
SHEETS
F.W. 5
MC BLOWS%
SANDPLLL %
+4
SHEET
-200
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
CLASSIFICATION OF MATERIALS
(Description) d
LEGEND
c
ENG FORM
JUN 67 1836-A D-07-109
HOLE NO.PROJECT
Hole No. D-07-109
Zoar Levee & Diversion Dam - MRR
DEPTH
b
ELEVATION
a
16. DATE HOLE
18. TOTAL CORE RECOVERY FOR BORING
N 345678.422 E 2298989.319
OF
CD-07-111
17. ELEVATION TOP OF HOLE
11.0 Feet
929.8
0.6
14. TOTAL NUMBER CORE BOXES
171.1 Feet
FMSM
A. SMITH
12. MANUFACTURER'S DESIGNATION OF DRILL
15. ELEVATION GROUND WATER
9. TOTAL DEPTH OF HOLE
9/11/2007
880.3 9/11/2007
DRILLING LOG
Zoar Levee & Diversion Dam - MRR
4. HOLE NO. (As shown on drawing title and file number)
DEG. FROM VERT.
929.2
SANDY CLAY WITH GRAVEL (CL), br.,
m. pl., mst., f. gravel, c. to f. sand
GRAVELLY SANDY SILTY CLAY
(CL-ML), dk. gr., ve. low pl., f. gravel, c.
to f. sand w/orgs.
909.8
911.2
911.8
917.8
SANDY CLAY WITH GRAVEL (CL), gr.
br., m. pl., mst., f. gravel, c. to f. sand
20.0
18.6
18.0
15.0
12.0
914.8
CL
10. SIZE AND TYPE OF BIT
SANDY SILT (ML), br., non pl., mst., f.
gravel, c. to f. sand
SC
SILTY SAND (SM), br., non pl., mst., f.
gravel, c. to f. sand
SM
ML
CL
CL-ML
CLAYEY SAND WITH GRAVEL (SC),
br., low pl., mst., c. to f. gravel, c. to f.
sand
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
6. DIRECTION OF HOLE
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
9/12/2007
ENG FORM
MAR 71
HOLE NO.
Zoar Levee & Diversion Dam - MRR CD-07-111
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
LEGEND
c
+4LL PLMC %
SAND BLOWS
182.1 Feet
-200
DISTURBED
CELRH-EC-G
1INSTALLATION
SHEETS
5. NAME OF DRILLER
STARTED
1. PROJECT
UNDISTURBED
DIVISION
19. NAME OF INSPECTOR
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
3. DRILLING AGENCY
NGVD29
100.0
4 1/4" HSA, 2" SS
INCLINED
K. CLEMENTS
COMPLETED
VERTICAL
Great Lakes and Ohio River
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
SHEET
2. LOCATION (Coordinates or Station)
WOH
749SM
GW-GM
CL
SP
SC
21.0
SC
895.3
896.8
899.8
905.8
908.8
SP
43.5
34.5
33.0
30.0
24.0 SAND WITH GRAVEL (SP), br., non pl., mst., f. gravel, c. to f. sand
CLAY (CL), gr. br., m. pl., mst., f. sand
886.3
CLAYEY SAND WITH GRAVEL (SC),
br., low pl., mst., f. gravel, c. to f. sand
SILTY SAND (SM), dk. br., non pl., mst.,
f. gravel, c. to f. sand
CLAYEY SAND WITH GRAVEL (SC),
br., low pl., mst., c. to f. gravel, c. to f.
sand (continued)
SAND WITH GRAVEL (SP), br., non pl., mst., f. gravel, c. to f. sand
ENG FORM
MC PLLL %
+4
LEGEND
c
SAND
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
-200
JUN 67
BLOWS
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
1836-A CD-07-111Zoar Levee & Diversion Dam - MRR
HOLE NO.
Hole No. CD-07-111
929.8
884.8
38 54
1930 0
45.0
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
NO RECOVERY (NS)
low pl., no c. to f. gravel @ El. 882.8-El.
881.8
SANDY CLAY (CL), br., m. pl., mst., c.
to f. gravel, c. to f. sand
WELL GRADED GRAVEL WITH SILT
AND SAND (GW-GM), br., non pl., mst.,
c. to f. gravel, c. to f. sand
GRAVEL WITH SAND (GP-GM), br., non pl., wet, c. to f. gravel, c. to f. sand
861.8
865.3
868.3
869.8
872.8
874.3
880.3
881.8
68.0
SW-SM
SP-SM
GP-GM
SP-SM
NS
SP-SM
NS
CL
NO RECOVERY (NS)
SAND WITH GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
WELL GRADED SAND WITH SILT
AND GRAVEL (SW-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
SAND WITH GRAVEL (SP-SM), br., non pl., wet, f. gravel, c. to f. sand
GW-GM
MC PLLL %
+4
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
CD-07-111
ELEVATION
a
SAND
DEPTH
b
PROJECTENG FORM
JUN 67
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
-200 BLOWS
Zoar Levee & Diversion Dam - MRR1836-A
49.5
55.5
57.0
60.0
61.5
64.5
SHEETS
HOLE NO.
Hole No. CD-07-111
929.8
48.0
SHEET
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-GZoar Levee & Diversion Dam - MRR
09/11/07
838.3
837.8
859.3
76.5853.3
70.5
856.3
91.5
92.0
73.5 coal fragments @ El. 847.7-El. 847.5
SW-SM
SP-SM
silt lense @ El. 841.1-El. 839.8
SM
f. gravel, @ El. 850.3-El. 838.3
SILTY SAND WITH GRAVEL (SM), br., non pl., wet, c. to f. gravel, c. to f. sand
CLAYEY SAND WITH GRAVEL
(SP-SM), br., non pl., wet, f. gravel, c. to
f. sand silt lense @ El. 856.6-El. 856.4
CLAYEY GRAVEL WITH SAND (GC),
br., low pl., wet, c. to f. gravel, c. to f.
sand
WELL GRADED SAND WITH SILT
AND GRAVEL (SW-SM), br., non pl., wet, c. to f. gravel, c. to f. sand (continued)
SILTY SAND (SM), gr., non pl., wet
46GC 1832
SM
SAND
-200MC PL %
+4
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
LL BLOWS
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
DEPTH
b
OF SHEETS
SHEET
ELEVATION TOP OF HOLE
INSTALLATION
Zoar Levee & Diversion Dam - MRR
DRILLING LOG (Cont Sheet) 929.8
CELRH-EC-G
PROJECT
HOLE NO.PROJECTENG FORM
JUN 67 1836-A
Zoar Levee & Diversion Dam - MRR
Hole No. CD-07-111
CD-07-111
85 13
97.5
832.3
SILTY SAND (SM), gr., non pl., wet, f.
gravel, c. to f. sand (continued)
813.8
826.3 SILTY SAND (SM), br., non pl., wet, c.
to f. gravel, c. to f. sand
116.0
112.5
103.5
817.3
SM
SC-SM
SAND WITH GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
SP-SM
coal fragments @ El. 826.6-El. 826.4
SILTY CLAYEY SAND WITH GRAVEL
(SC-SM), gr., low pl., wet, f. gravel, c. to
f. sand coal fragments @ El. 825.0-El. 824.8
SM
CLASSIFICATION OF MATERIALS
(Description) d
-200MC PLLL %
+4 BLOWSELEVATION
a
DEPTH
b
PROJECT
LEGEND
c
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
SAND
JUN 67
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
ENG FORM
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
DRILLING LOG (Cont Sheet) 929.8
CELRH-EC-G 8
Hole No. CD-07-111
HOLE NO.
Zoar Levee & Diversion Dam - MRR CD-07-1111836-A
OF
PROJECT
DRILLING LOG (Cont Sheet)
INSTALLATION
ELEVATION TOP OF HOLE
SHEET
SHEETS
Zoar Levee & Diversion Dam - MRR
929.8 Hole No. CD-07-111
OF
118.5
120.0
140.0
811.3
789.8
SILTY CLAYEY SAND WITH GRAVEL
(SC-SM), gr., low pl., wet, f. gravel, c. to
f. sand (continued)
SANDY CLAY WITH GRAVEL (CL), gr.
br., low pl., wet, f. gravel, c. to f. sand
DRILL W/O SAMPLING (NS)
SC-SM
CL
NS
809.8
+4LL PLMC %
-200
SAND BLOWS
LEGEND
c
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PROJECT HOLE NO.
Zoar Levee & Diversion Dam - MRR CD-07-1111836-AJUN 67
ENG FORM
DEPTH
b
ELEVATION
a
CLASSIFICATION OF MATERIALS
(Description) d
DEPTH
b
Zoar Levee & Diversion Dam - MRR CD-07-1111836-AJUN 67
ENG FORM
164.0765.8
DRILL W/O SAMPLING (NS)
NS
CELRH-EC-G
OF
DRILLING LOG (Cont Sheet)
PROJECT INSTALLATION
ELEVATION TOP OF HOLE
SHEET
HOLE NO.
SHEETSZoar Levee & Diversion Dam - MRR
929.8
Hole No. CD-07-111 A
C E
H
U N
TI
N
G
TO
N Z
O A
R L
E V
E E
D
IV
E
R S
IO
N
D A
M -M
R R
.G P
J A
C E
W V
H U
N
TI
N G
TO
N
.G D
T
/1 5/
PROJECT
BLOWS%
+4
ELEVATION
a
CLASSIFICATION OF MATERIALS
(Description) d
LEGEND
c
LL PLMC %
-200
SAND
AUGER
Rec 100%
Rec 100%
Hole No. CD-07-111
RQD
97%
OF
DRILLING LOG (Cont Sheet)
PROJECT INSTALLATION
ELEVATION TOP OF HOLE
SHEET
SHEETS
Zoar Levee & Diversion Dam - MRR
929.8
171.1
RQD
98%
BOTTOM OF HOLE @ 182.1
175.9
182.1
758.7
753.9
747.7
DRILL W/O SAMPLING (NS)
INTERBEDDED SHALE &
SANDSTONE: turbated, Shale, soft, carbonaceous. Sandstone, light gray, mod. hard to hard, very fine grained
SS
Loss 0.0
Loss 0.0
Iron stained @ El. 757.3-El. 757.1
SANDSTONE: lt. gray, mod. hard to hard, very fine to fine grained, coarsening downward, micaceous, turbated, numerous black carbonaceous shale stringers
SH & SS
NS
MC
BLOWS%
+4 Flow
CFM
Elev.
Ft.
-200PL
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
Press
PSI
DEPTH
b
HOLE NO.
Zoar Levee & Diversion Dam - MRR CD-07-1111836-AJUN 67
ENG FORM PROJECT
CLASSIFICATION OF MATERIALS
(Description) d
LL %
+4
ELEVATION
a
LEGEND
c
TOP OF ROCK
BEGAN CORING
SP
SC
SP
SP
CL
SP
CL
SC
SP
CL-ML
CL
SP
SC
SAND (SP), br., non pl., wet, f. sand
26 53
F.W.
F.W.
F.W.
885.1
20.0
890.5
887.6
887.0
6.0
0.6
3.5
4.5
883.6 7.5
9.0
10.5
12.0
13.5
15.0
16.5
4.1
CLAYEY SAND WITH GRAVEL (SC),
br., low pl., mst. to wet, c. to f. gravel, c.
to f. sand
886.6
GRAVELLY SANDY SILTY CLAY
(CL-ML), dk. gr., ve. low pl., f. gravel, c.
to f. sand w/orgs.
CLAY (CL), br., m. pl., dry, f. sand
SAND (SP), br., non pl., mst., c. to f.
sand CLAYEY SAND (SC), gr. br., low pl., mst., c. to f. sand
SAND WITH GRAVEL (SP), br., non pl., mst. to wet, c. to f. gravel, c. to f.
sand
SAND (SP), br., non pl., mst. to wet, f.
gravel, c. to f. sand wet, @ El. 881.0-El. 880.6
CLAYEY SAND (SC), br., low pl., wet, c.
to f. sand
SAND WITH GRAVEL (SP), br., non pl., wet, f. gravel, c. to f. sand
SAND (SP), br., non pl., wet, f. gravel, c.
to f. sand
SANDY CLAY WITH GRAVEL (CL), br.,
m. pl., wet, f. gravel, c. to f. sand
SANDY CLAY (CL), br., m. pl., mst., c.
to f. sand
882.1
880.6
879.1
877.6
876.1
874.6
871.1
1836 HOLE NO.
D-07-112MAR 71
ENG FORM PROJECT
Zoar Levee & Diversion Dam - MRR
INCLINED
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
Great Lakes and Ohio River
VERTICAL
COMPLETED
8/10/2007
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
2. LOCATION (Coordinates or Station)
3 1/4" HSA, 2" SS
K. CLEMENTS
94.5 Feet
CELRH-EC-G
DEPTH
b
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
LLELEVATION
a
CLASSIFICATION OF MATERIALS
(Description) d
LEGEND
c
+4PLMC %
-200
SAND BLOWS
SHEET
17. ELEVATION TOP OF HOLE
15. ELEVATION GROUND WATER
D. BROWN
94.5 Feet
8/09/2007
6. DIRECTION OF HOLE
3. DRILLING AGENCY
10. SIZE AND TYPE OF BIT
891.1
0.0 Feet
FMSM
N 345843.759 E 2298890.73
18. TOTAL CORE RECOVERY FOR BORING
12. MANUFACTURER'S DESIGNATION OF DRILL
OF
9. TOTAL DEPTH OF HOLE
DEG. FROM VERT.
4. HOLE NO. (As shown on drawing title and file number)
Zoar Levee & Diversion Dam - MRR
DRILLING LOG
880.9 8/09/2007
D-07-112
16. DATE HOLE
INSTALLATION
CME 55, TRUCK 701
SHEETS
5. NAME OF DRILLER
14. TOTAL NUMBER CORE BOXES
STARTED
1. PROJECT
UNDISTURBED
DIVISION
19. NAME OF INSPECTOR
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
DISTURBED
NGVD29
08/09/07
SP
F.W.
F.W.
F.W.
F.W.
SP
CL
SP
SM
CL
29.7 30.0
22.5
SP
21.0
SP-SM
847.1
847.6
852.1
853.6
861.1 861.4
868.6
870.1
44.0
43.5
39.0
37.5
SILTY SAND (SM), br., non pl., wet, f.
gravel, c. to f. sand
SAND (SP), br., non pl., wet
SAND (SP), gr., non pl., wet, c. to f.
sand
CLAY (CL), gr., m. pl., mst., f. sand
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
SAND WITH GRAVEL (SP), br., non pl., wet, c. to f. gravel, c. to f. sand
SAND (SP), br., non pl., wet, f. sand (continued)
SANDY CLAY (CL), gr., m. pl., wet, c. to
f. sand
ENG FORM
MC PLLL %
+4
LEGEND
c
SAND
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
-200
JUN 67
BLOWS
CELRH-EC-G
DRILLING LOG (Cont Sheet)
PROJECT
1836-A D-07-112Zoar Levee & Diversion Dam - MRR
HOLE NO.
OF
Hole No. D-07-112891.1
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
ELEVATION TOP OF HOLE
INSTALLATION
SC
82 17
F.W. 15
SC
F.W.
54.0
45.0
46.5
48.0
SM
60.0
61.5
67.5
68.0
837.1
SM
823.1
823.6
831.1
843.1
844.6
846.1
829.6
SP
SC
CL
SP
CLAYEY SAND (SC), gr., low pl., wet
SILTY SAND (SM), br., non pl., wet, c.
to f. gravel, c. to f. sand
CLAYEY SAND (SC), br., low pl., wet, c.
to f. sand
SILTY SAND (SM), br., non pl., wet, f.
gravel, c. to f. sand
SAND (SP), br., non pl., wet, c. to f.
sand
CLAYEY SAND (SC), gr., low pl., wet, c.
to f. sand
SANDY CLAY (CL), gr., m. pl., wet, c. to
f. sand
SAND (SP), br., non pl., wet, c. to f.
sand (continued)
-200MC PLLL %
+4
LEGEND
c
BLOWS
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
SAND
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
ELEVATION TOP OF HOLE
ENG FORM
JUN 67 1836-A D-07-112Zoar Levee & Diversion Dam - MRR
HOLE NO.
INSTALLATION
Hole No. D-07-112
891.1
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
SM
73.5
CL
SC
CL
SC
CL
SC
SP
SC
SC
78.0
79.5
81.0
88.5
90.0
92.0
1 47
813.1
799.1
801.1
802.6
811.6
814.6
817.6
819.1
820.6
810.1 CLAYEY SAND (SC), br., low pl., wet, f.
gravel, c. to f. sand
72.0
SILTY SAND (SM), br. gr., non pl., wet,
f. gravel, c. to f. sand no f. gravel @ El. 804.0-El. 802.6
SANDY CLAY (CL), gr. br., m. pl., wet,
c. to f. sand
CLAYEY SAND (SC), gr. br., low pl., wet, c. to f. sand
SANDY CLAY (CL), gr. br., m. pl., wet,
c. to f. sand
CLAYEY SAND (SC), gr. br., low pl., wet, c. to f. sand
SAND (SP), gr., non pl., wet, c. to f.
sand
CLAYEY SAND WITH GRAVEL (SC),
br., low pl., wet, f. gravel, c. to f. sand
CLAYEY SAND (SC), gr., low pl., wet, c.
to f. sand (continued)
SANDY CLAY (CL), br., m. pl., wet, c. to
f. sand
CLASSIFICATION OF MATERIALS
(Description) d
-200MC PLLL %
+4
76.5
BLOWSELEVATION
a
DEPTH
b
PROJECT
LEGEND
c
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
SAND
JUN 67
OFCELRH-EC-G
PROJECT INSTALLATION
70.5
Hole No. D-07-112
1836-A D-07-112Zoar Levee & Diversion Dam - MRR
HOLE NO.
DRILLING LOG (Cont Sheet)
ENG FORM
891.1
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
ELEVATION TOP OF HOLE
ELEVATION TOP OF HOLE
SHEET
SHEETS
Zoar Levee & Diversion Dam - MRR
891.1
PROJECT
Hole No. D-07-112DRILLING LOG (Cont Sheet)
HOLE NO.
Zoar Levee & Diversion Dam - MRR1836-A
94.5796.6
SILTY SAND (SM), br. gr., non pl., wet,
f. gravel, c. to f. sand (continued)
BOTTOM OF HOLE @ 94.5
INSTALLATION
JUN 67
82 16
CELRH-EC-G OF
SM
BLOWS
D-07-112
ENG FORM
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
LEGEND
c
PROJECT
DEPTH
b
ELEVATION
a
SAND
+4LL PLMC %
-200
CLASSIFICATION OF MATERIALS
(Description) d
59 932
6. DIRECTION OF HOLE
4. HOLE NO. (As shown on drawing title and file number)
14. TOTAL NUMBER CORE BOXES
76.8 Feet
FMSM
A. SMITH
17. ELEVATION TOP OF HOLE
7.5
8/27/2007
876.4 8/27/2007
DRILLING LOG
DEG. FROM VERT.
CD-07-115
OF
12. MANUFACTURER'S DESIGNATION OF DRILL
18. TOTAL CORE RECOVERY FOR BORING
N 345415.535 E 2299339.703
Zoar Levee & Diversion Dam - MRR
873.4
GRAVEL WITH SAND (GP-GM), br., non pl., wet, c. to f. gravel, c. to f. sand
WELL GRADED GRAVEL WITH SILT
AND SAND (GW-GM), br., non pl., wet,
c. to f. gravel, c. to f. sand
SILTY SAND (SM), gr. br., non pl., wet,
f. gravel, c. to f. sand
SANDY CLAY (CL), gr. br., m. pl., mst.,
m. to f. sand w/orgs.
865.9
867.4
870.4
877.9
19.5
18.0
16.5
15.0
12.0
868.9
F.W.
F.W.
F.W.
SAND WITH GRAVEL (SP-SM), br., non pl., wet, f. gravel, c. to f. sand
NO RECOVERY (NS)
GP
NS
SP-SM
GP-GM
GW-GM
SM
CL
15. ELEVATION GROUND WATER
DEPTH
b
1836MAR 71
ENG FORM PROJECT HOLE NO.
ELEVATION
a
9. TOTAL DEPTH OF HOLE
K. CLEMENTS
89.7 Feet
CELRH-EC-G
CD-07-115
8/28/2007
Zoar Levee & Diversion Dam - MRR
LEGEND
c
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
CLASSIFICATION OF MATERIALS
(Description) d
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
SAND
+4LL PLMC %
-200 BLOWS
INCLINED
19. NAME OF INSPECTOR
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK
DISTURBED
CME 55C, TRUCK 821
5. NAME OF DRILLER
SHEETS
2" NQ W, 2" NQ CB10. SIZE AND TYPE OF BIT
885.4
12.9 Feet
16. DATE HOLE
DIVISION
STARTED
1. PROJECT
NGVD29
UNDISTURBED
SHEET
2. LOCATION (Coordinates or Station)
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
Great Lakes and Ohio River
VERTICAL
3. DRILLING AGENCY
COMPLETED
%100.0
1INSTALLATION
08/27/07
33.0
69 20
61 35
841.9 43.5
44.0
F.W.
856.9
855.4
852.4
844.9
28.5
SILTY SAND WITH GRAVEL (SM), gr.
br., non pl., wet, f. gravel, c. to f. sand
CLAY (CL), gr. br., m. pl., f. sand
CLAY (CL), br., m. hi. pl., mst., f. gravel,
c. to f. sand
SILTY SAND (SM), gr., non pl., wet, f.
gravel, c. to f. sand
SM
SAND WITH GRAVEL (SP-SM), gr.
br., non pl., wet, f. gravel, c. to f. sand
POORLY GRADED GRAVEL WITH
SAND (GP), br., non pl., wet, c. to f.
gravel, c. to f. sand (continued)
841.4
gr. br., no f. gravel @ El. 846.3-El.
844.9
30.0
F.W.
F.W.
NP
GP
NP
SP-SM
CL
CL
SM
40.5
-200MC PLLL %
+4
LEGEND
c
BLOWS
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
SAND
ENG FORM
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
JUN 67 1836-A CD-07-115Zoar Levee & Diversion Dam - MRR
HOLE NO.
INSTALLATION
ELEVATION TOP OF HOLE
Hole No. CD-07-115
885.4
Zoar Levee & Diversion Dam - MRR
SHEETS
SHEET
CLAY (CL), gr. br., m. pl., f. sand (continued)
68.0
57.0
63.0
840.4
828.4
822.4
817.4
45.0
SM
SC
SM
CL
coal frags. @ El. 818.1-El. 817.9 coal frags. @ El. 822.1-El. 821.9
SILTY SAND (SM), br., non pl., wet, f.
gravel, c. to f. sand coal frags. @ El. 824.0-El. 823.8
CLAYEY SAND WITH GRAVEL (SC),
gr. br., low pl., wet, f. gravel, c. to f.
sand br., @ El. 834.3-El. 828.3
SILTY SAND (SM), gr. br., non pl., wet,
f. gravel, c. to f. sand
F.W.
F.W.
F.W.
SAND
-200MC PLLLDEPTH
b
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
+4 BLOWS
PROJECT
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
CELRH-EC-G
SHEET
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT 3
OFZoar Levee & Diversion Dam - MRR
DRILLING LOG (Cont Sheet)
ENG FORM
JUN 67 1836-A CD-07-115
SHEETS
HOLE NO.
Hole No. CD-07-115
885.4
Zoar Levee & Diversion Dam - MRR
75.0
Rec 100%
Rec 100%
NP
81.0
84.4
73.5
89.7
196912
Loss 0.0
SHALE (SH), gr.
CLAYEY SAND WITH GRAVEL (SC),
gr. br., low pl., wet, f. gravel, c. to f.
sand
c. to f. gravel, @ El. 816.3-El. 811.9
SILTY SAND (SM), br., non pl., wet, f.
gravel, c. to f. sand (continued)
Iron staining @ El. 807.2-El. 806.5
SANDSTONE: lt. gray, hard, fine grained, occasional carbonaceous stringers
795.7
801.0
804.4
808.6
810.4
811.9
SC
SH
SS
SHALE: black, mod. hard, very fine grained, carbonaceous, fissile
SH
Loss 0.0
SM
BOTTOM OF HOLE @ 89.7
SHALE: black, mod. hard to soft, very fine grained, fissile, carbonaceous
SH
+4MC
76.8
LLLEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a PL Press
PSI
Elev.
Ft.
Flow
CFM
-200 BLOWS%
+4
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
CELRH-EC-G SHEETS
SHEET
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
Zoar Levee & Diversion Dam - MRR OF
885.4
RQD
13%
RQD
29%
DRILLING LOG (Cont Sheet)
Zoar Levee & Diversion Dam - MRR
DEPTH
b
PROJECTENG FORM
JUN 67
CD-07-115
HOLE NO.
Hole No. CD-07-115
1836-A
TOP OF ROCK
BEGAN CORING
50/0.3 w/orgs.
SP-SM
NS
NS
CL
CL
NO RECOVERY (NS)
OF
12. MANUFACTURER'S DESIGNATION OF DRILL
18. TOTAL CORE RECOVERY FOR BORING
N 345708.454 E 2299425.344
2. LOCATION (Coordinates or Station)
SANDY CLAY (CL), gr. br., low pl., mst., f. gravel, c. to f. sand
DECAYED WOOD (NS)
ENG FORM
MAR 71 1836 CD-07-116Zoar Levee & Diversion Dam - MRR
HOLE NO.PROJECT
DEPTH
b
7/29/2007
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
CELRH-EC-G
75.5 Feet
K. CLEMENTS
3 1/4" HSA, 2" SS
w/orgs.
SANDY CLAY (CL), gr. br., m. pl., mst.,
m. to f. sand
879.9
881.4
882.9
896.4
19.5
18.0
16.5
3.0
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
3. DRILLING AGENCY
LEGEND
c
INCLINED
COMPLETED
VERTICAL
Great Lakes and Ohio River
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
SHEET
+4
80.0
1INSTALLATION
SHEETS
5. NAME OF DRILLER
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
BLOWS%
SAND
-200MC PLLL
7/28/2007
17. ELEVATION TOP OF HOLE
DEG. FROM VERT.
4. HOLE NO. (As shown on drawing title and file number) CD-07-116
Zoar Levee & Diversion Dam - MRR
10. SIZE AND TYPE OF BIT
879.9 7/28/2007
899.4
9. TOTAL DEPTH OF HOLE
6. DIRECTION OF HOLE
14. TOTAL NUMBER CORE BOXES
64.7 Feet
FMSM
A. SMITH
15. ELEVATION GROUND WATER
DRILLING LOG
1. PROJECT
CME 55C
DISTURBED
8. DEPTH DRILLED INTO ROCK
7. THICKNESS OF OVERBURDEN
19. NAME OF INSPECTOR
DIVISION
NGVD29
STARTED
16. DATE HOLE
10.8 Feet
UNDISTURBED
07/28/07 1
2 95
OF
22.5
CELRH-EC-G
855.4
858.9
876.9
POORLY GRADED SAND (SP), br., non pl., wet, f. gravel, c. to f. sand
44.0
40.5
34.5864.9
SP-SM
F.W.
SAND (SP-SM), gr. br., non pl., wet, c.
to f. sand (continued)
SP
POORLY GRADED SAND WITH SILT
(SP-SM), br., non pl., wet, f. gravel, c. to
f. sand
SP-SM
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
SP-SM
SAND
-200MC PLLL %
+4
LEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
DEPTH
b
PROJECT
BLOWS
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
SHEET
Hole No. CD-07-116
899.4
Zoar Levee & Diversion Dam - MRR
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
HOLE NO.
Zoar Levee & Diversion Dam - MRR CD-07-1161836-AJUN 67
ENG FORM
DRILLING LOG (Cont Sheet)
SHEETS
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
849.9
F.W.
F.W.
842.4 57.0
60.0
64.5 64.7
68.0
49.5
848.4
Rec 40%SHALE: dark gray, mod. hard to soft, very fine grained, carbonaceous, slickensided
SHALE (SH), gr., weathered mst., @ El. 836.4-El. 834.9
SANDY SILT WITH GRAVEL (ML), br.
gr., non pl., wet, c. to f. gravel, c. to f.
sand
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
SAND WITH GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand
NO RECOVERY (NS)
831.4
834.7 834.9
839.4
POORLY GRADED SAND WITH SILT
AND GRAVEL (SP-SM), br., non pl., wet, c. to f. gravel, c. to f. sand (continued)
SH
Loss 2.1
SH
ML
SP-SM
SP-SM
NS
SP-SM
DEPTH
b
MC PLLLLEGEND
c
CLASSIFICATION OF MATERIALS
(Description) d
ELEVATION
a
51.0
+4
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
PROJECT
Press
PSI
Elev.
Ft.
Flow
CFM
-200 BLOWS%
+4
ELEVATION TOP OF HOLE
INSTALLATIONPROJECT
DRILLING LOG (Cont Sheet)
OFCELRH-EC-G
RQD
14%
SHEET
ENG FORM
JUN 67 1836-A CD-07-116Zoar Levee & Diversion Dam - MRR
HOLE NO.
Hole No. CD-07-116
899.4
Zoar Levee & Diversion Dam - MRR
SHEETS
59/0.2
TOP OF ROCK
BEGAN CORING
HOLE NO.
CELRH-EC-G OF
DRILLING LOG (Cont Sheet)
PROJECT INSTALLATION
ELEVATION TOP OF HOLE
SHEET
RQD
69%
SHEETSZoar Levee & Diversion Dam - MRR
899.4
Hole No. CD-07-116
75.5823.9
SHALE: dark gray, mod. hard to soft, very fine grained, carbonaceous, slickensided, (continued)
Iron stained fractures @ El. 828.5
Iron stained @ El. 827.6
Iron stained @ El. 826.5
BOTTOM OF HOLE @ 75.5
SH
RQD
100%
Loss 0.0
Zoar Levee & Diversion Dam - MRR
Rec 100%
Rec 100%
Loss 0.0
Elev.
Ft.
A C
E
H U
N
TI
N G
TO
N
Z O
A R
L E
V E
E
D
IV
E R
S
IO
N D
A M
-M R
R .G
P J
A C
E W
V H
U N
TI
N
G
TO
N .G
D T
/1
5/
Press
PSI
Flow
CFM
PRESSURE TEST
CD-07-1161836-AJUN 67
ENG FORM PROJECT
DEPTH
b
ELEVATION
a
CLASSIFICATION OF MATERIALS
(Description) d
LEGEND
c
% CORE
RECOV-
ERY
907.7
903.3
900.3
899.8
898.9
896.3
892.8
0.6
5.0
8.0
8.5
9.4
12.0
15.5
0' to 0.6': Topsoil
0.6' to 5': CL, with sand and gravel, brown, moist
5' to 8': SC, fine to coarse grained, brown, moist
8' to 8.5': SP-SM with silt, fine to coarse grained, brown, moist 8.5' to 9.4': SC, fine to medium, brown, moist 9.4' to 12': SP-SM with silt, fine to medium grained, brown, moist
12' to 15.5': SC-SM with clay, brown, moist
15.5' to 20.5': SW, fine to medium grained, brown, moist
Depth: 0.0' - 10.0' REC: 7.4', Drill Time: 9 min
Depth: 10.0' - 20.0' REC: 8.0', Drill Time: 6 min
N/A
2. HOLE NUMBER
Prosonic Spider
Cate Burton Geologist
INSTALLATION
Zoar Levee 2019 DSM Explorations
LOCATION COORDINATES
16. ELEVATION TOP OF BORING
VERTICAL
Larry Hunsberger
17. TOTAL CORE RECOVERY FOR BORING
SHEETS
SHEET
State Plane
Huntington District
14. ELEVATION GROUND WATER
OF
COMPLETED
15. DATE BORING
DEG FROM
VERTICAL
HORIZONTAL
DRILLING LOG
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
D-19-1
3/6/19
DISTURBED
N 2,267,064.7 E 347,329.4
18. SIGNATURE AND TITLE OF INSPECTOR
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
STARTED
DIVISION
11. MANUFACTURER'S DESIGNATION OF DRILL
LRH
VERTICAL
1. PROJECT
UNDISTURBED
NAVD88
BEARING
3. DRILLING AGENCY
6 0
INCLINED
Cascade Drilling
4. NAME OF DRILLER
5. DIRECTION OF BORING
908.3
9. COORDINATE SYSTEM
10. SIZE AND TYPE OF BIT
NAD83
40.0
40.0
3/6/19
4-inch Sonic
885.3
SEP 05
Boring Designation D-19-1 SHEET 1 of 2
M
CELEV DEPTH
A S
T M
C la ssN60
FIELD CLASSIFICATION OF MATERIALS
(Description)
LE
G
E N
D
RECNf
LL P
I
0.0
2.5
5.0
7.5
10.0
12.5
15.0
17.5
20.0
Laboratory
Boring Designation D-19-1
B lo w s/
0.
ft
S am p N o.
REMARKS
LRH FORM 1836-A
G ra ve l
S an d
F in es
A C
E
6-
A
D R
IL
LI
N G
L O
G
Z O
A R
L E
V E
E
S
O N
IC
B
O R
IN
G
S .G
P J
C E
LR
H
_T E
M P
LA
T
E _1
7A P
R
.G D
T
/5 /1
887.8
883.3
880.7
876.3
872.3
868.3
20.5
25.0
27.6
32.0
36.0
40.0
20.5' to 25': SW-SM, fine to coarse grained, brown, moist
25' to 27.6': SP, fine grained, brown, moist
27.6' to 32': SM, gray, moist
32' to 36': CL-ML with sand, gray, moist
36' to 40': SM, gray, fine grained, moist
Depth: 20.0' - 30.0' REC: 9.7', Drill Time: 5 min
Depth: 30.0' - 40.0' REC: 10.0', Drill Time: 4 min
Huntington District
COORDINATE SYSTEM
Zoar Levee 2019 DSM Explorations
N 2,267,064.7 E 347,329.4
ELEVATION TOP OF BORINGLOCATION COORDINATES
DRILLING LOG (Cont Sheet)
NAD83
SHEETS
HORIZONTAL VERTICAL
2SHEET
OF
INSTALLATION
PROJECT
State Plane
908.3
NAVD88
SEP 05
Boring Designation D-19-1 SHEET 2 of 2
M
CELEV DEPTH
A S
T M
C la ssN60
FIELD CLASSIFICATION OF MATERIALS
(Description)
LE
G
E N
D
RECNf
LL P
I
20.0
22.5
25.0
27.5
30.0
32.5
35.0
37.5
40.0
Laboratory
Boring Designation D-19-1
B lo w s/
0.
ft
S am p N o.
REMARKS
LRH FORM 1836-A
G ra ve l
S an d
F in es
A C
E
6-
A
D R
IL
LI
N G
L O
G
Z O
A R
L E
V E
E
S
O N
IC
B
O R
IN
G
S .G
P J
C E
LR
H
_T E
M P
LA
T
E _1
7A P
R
.G D
T
/5 /1
901.2
899.4
897.0
891.1
881.6
0.4
2.2
4.6
10.5
20.0
0' to 0.4': Topsoil 0.4' to 2.2': CL with fine grained rock fragments and gravel, fine to coarse grained sand, brown, moist
2.2' to 4.6': CL, with fine grained rock fragments and gravel, fine to coarse grained sand, reddish brown, moist
4.6' to 10.5': SP-SM, with gravel, fine to coarse grained, brown, moist
10.5' to 20': SP-SC with silty clay, brown, moist
Depth: 0.0' - 10.0' REC: 6.8', Drill Time: 16 min
Depth: 10.0' - 20.0' REC: 2.7', Drill Time: 7 min
N/A
2. HOLE NUMBER
Prosonic Spider
Cate Burton Geologist
INSTALLATION
Zoar Levee 2019 DSM Explorations
LOCATION COORDINATES
16. ELEVATION TOP OF BORING
VERTICAL
Larry Hunsberger
17. TOTAL CORE RECOVERY FOR BORING
SHEETS
SHEET
State Plane
Huntington District
14. ELEVATION GROUND WATER
OF
COMPLETED
15. DATE BORING
DEG FROM
VERTICAL
HORIZONTAL
DRILLING LOG
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
D-19-2
3/6/19
DISTURBED
N 2,267,093.7 E 347,045.7
18. SIGNATURE AND TITLE OF INSPECTOR
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
STARTED
DIVISION
11. MANUFACTURER'S DESIGNATION OF DRILL
LRH
VERTICAL
1. PROJECT
UNDISTURBED
NAVD88
BEARING
3. DRILLING AGENCY
3 0
INCLINED
Cascade Drilling
4. NAME OF DRILLER
5. DIRECTION OF BORING
901.6
9. COORDINATE SYSTEM
10. SIZE AND TYPE OF BIT
NAD83
35.0
35.0
3/6/19
4-inch Sonic
873.6
SEP 05
Boring Designation D-19-2 SHEET 1 of 2
M
CELEV DEPTH
A S
T M
C la ssN60
FIELD CLASSIFICATION OF MATERIALS
(Description)
LE
G
E N
D
RECNf
LL P
I
0.0
2.5
5.0
7.5
10.0
12.5
15.0
17.5
20.0
Laboratory
Boring Designation D-19-2
B lo w s/
0.
ft
S am p N o.
REMARKS
LRH FORM 1836-A
G ra ve l
S an d
F in es
A C
E
6-
A
D R
IL
LI
N G
L O
G
Z O
A R
L E
V E
E
S
O N
IC
B
O R
IN
G
S .G
P J
C E
LR
H
_T E
M P
LA
T
E _1
7A P
R
.G D
T
/5 /1
875.6
871.6
867.2
866.6
26.0
30.0
34.4
35.0
20' to 26': CL-ML, gray, moist
26' to 30': CL-ML, gray, moist, greater stiffness than overlying layer
30' to 34.4': CL, with fine to very fine sand and clay, brown, wet
34.4' to 35': SP, fine to medium grained, brown, wet
Depth: 20.0' - 30.0' REC: 10.0', Drill Time: 7 min
Depth: 30.0' - 35.0' REC: 5.0', Drill Time: 7 min
0 47 53
Huntington District
COORDINATE SYSTEM
Zoar Levee 2019 DSM Explorations
N 2,267,093.7 E 347,045.7
ELEVATION TOP OF BORINGLOCATION COORDINATES
DRILLING LOG (Cont Sheet)
NAD83
SHEETS
HORIZONTAL VERTICAL
2SHEET
OF
INSTALLATION
PROJECT
State Plane
901.6
NAVD88
SEP 05
Boring Designation D-19-2 SHEET 2 of 2
M
CELEV DEPTH
A S
T M
C la ssN60
FIELD CLASSIFICATION OF MATERIALS
(Description)
LE
G
E N
D
RECNf
LL P
I
20.0
22.5
25.0
27.5
30.0
32.5
35.0
Laboratory
Boring Designation D-19-2
B lo w s/
0.
ft
S am p N o.
REMARKS
LRH FORM 1836-A
G ra ve l
S an d
F in es
A C
E
6-
A
D R
IL
LI
N G
L O
G
Z O
A R
L E
V E
E
S
O N
IC
B
O R
IN
G
S .G
P J
C E
LR
H
_T E
M P
LA
T
E _1
7A P
R
.G D
T
/5 /1
901.1
899.6
897.6
892.1
890.1
883.6
882.1
1.0
2.5
4.5
10.0
12.0
18.5
20.0
0' to 1': Topsoil
1' to 2.5': CL with sand and gravel, fine grained, dark brown, moist
2.5' to 4.5': ML with sand and clay, fine grained, brown, moist
4.5' to 10': SM, fine to medium grained, brown, moist
10' to 12': SP, fine to coarse grained
12' to 18.5': SP, fine to very fine grained, brown, moist
18.5' to 20': SP-SM, fine to very fine grained, brown, moist
Depth: 0.0' - 10.0' REC: 7.1', Drill Time: 4 min
Depth: 10.0' - 18.0' REC: 4.8', Drill Time: 7 min
Depth: 18.0' - 27.0' REC: 9.0', Drill Time: 9 min
N/A
2. HOLE NUMBER
Prosonic Spider
Cate Burton Geologist
INSTALLATION
Zoar Levee 2019 DSM Explorations
LOCATION COORDINATES
16. ELEVATION TOP OF BORING
VERTICAL
Larry Hunsberger
17. TOTAL CORE RECOVERY FOR BORING
SHEETS
SHEET
State Plane
Huntington District
14. ELEVATION GROUND WATER
OF
COMPLETED
15. DATE BORING
DEG FROM
VERTICAL
HORIZONTAL
DRILLING LOG
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
D-19-3
3/6/19
DISTURBED
N 2,267,055.6 E 346,748.0
18. SIGNATURE AND TITLE OF INSPECTOR
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
STARTED
DIVISION
11. MANUFACTURER'S DESIGNATION OF DRILL
LRH
VERTICAL
1. PROJECT
UNDISTURBED
NAVD88
BEARING
3. DRILLING AGENCY
9 0
INCLINED
Cascade Drilling
4. NAME OF DRILLER
5. DIRECTION OF BORING
902.1
9. COORDINATE SYSTEM
10. SIZE AND TYPE OF BIT
NAD83
40.0
40.0
3/6/19
4-inch Sonic
876.1
SEP 05
Boring Designation D-19-3 SHEET 1 of 2
M
CELEV DEPTH
A S
T M
C la ssN60
FIELD CLASSIFICATION OF MATERIALS
(Description)
LE
G
E N
D
RECNf
LL P
I
0.0
2.5
5.0
7.5
10.0
12.5
15.0
17.5
20.0
Laboratory
Boring Designation D-19-3
B lo w s/
0.
ft
S am p N o.
REMARKS
LRH FORM 1836-A
G ra ve l
S an d
F in es
A C
E
6-
A
D R
IL
LI
N G
L O
G
Z O
A R
L E
V E
E
S
O N
IC
B
O R
IN
G
S .G
P J
C E
LR
H
_T E
M P
LA
T
E _1
7A P
R
.G D
T
/5 /1
881.1
879.1
875.6
867.6
866.6
864.6
862.1
21.0
23.0
26.5
34.5
35.5
37.5
40.0
20' to 21': SP, fine to very fine grained, brown, wet
21' to 23': SP, fine to coarse grained, brown, wet
23' to 26.5': SP-SM with silt, fine grained, brown, wet
26.5' to 34.5': SP-SM with silt, fine grained, grayish brown, wet
34.5' to 35.5': CL-ML with fine to medium grained sand, fine grained gravel, cobbles, gray, wet 35.5' to 37.5': SM, gray, wet
37.5' to 40': SP-SM with silt, fine to coarse grained, brownish gray, wet
Depth: 27.0' - 36.0' REC: 9.0', Drill Time: 13 min
Depth: 36.0' - 40.0' REC: 4.0', Drill Time: 14 min
Huntington District
COORDINATE SYSTEM
Zoar Levee 2019 DSM Explorations
N 2,267,055.6 E 346,748.0
ELEVATION TOP OF BORINGLOCATION COORDINATES
DRILLING LOG (Cont Sheet)
NAD83
SHEETS
HORIZONTAL VERTICAL
2SHEET
OF
INSTALLATION
PROJECT
State Plane
902.1
NAVD88
SEP 05
Boring Designation D-19-3 SHEET 2 of 2
M
CELEV DEPTH
A S
T M
C la ssN60
FIELD CLASSIFICATION OF MATERIALS
(Description)
LE
G
E N
D
RECNf
LL P
I
20.0
22.5
25.0
27.5
30.0
32.5
35.0
37.5
40.0
Laboratory
Boring Designation D-19-3
B lo w s/
0.
ft
S am p N o.
REMARKS
LRH FORM 1836-A
G ra ve l
S an d
F in es
A C
E
6-
A
D R
IL
LI
N G
L O
G
Z O
A R
L E
V E
E
S
O N
IC
B
O R
IN
G
S .G
P J
C E
LR
H
_T E
M P
LA
T
E _1
7A P
R
.G D
T
/5 /1
900.7
898.4
896.9
895.4
894.6
885.4
0.7
3.0
4.5
6.0
6.8
16.0
0' to 0.7': Topsoil
0.7' to 3': CL-CH with rock fragments, yellowish brown to brown
3' to 4.5': CL with rock fragments, dark brown, moist
4.5' to 6': CL with fine grained sand, brown, moist
6' to 6.8': SP-SM with silt and gravel, fine to coarse grained, with fine to coarse grained gravel, brown, moist 6.8' to 16': SP-SM with silt, fine to coarse grained, brown, moist
16' to 22': SP, fine to medium grained, brown, moist
Depth: 0.0' - 10.0' REC: 8.4', Drill Time: 8 min
Depth: 10.0' - 20.0' REC: 8.0', Drill Time: 10 min
N/A
2. HOLE NUMBER
Prosonic Spider
Cate Burton Geologist
INSTALLATION
Zoar Levee 2019 DSM Explorations
LOCATION COORDINATES
16. ELEVATION TOP OF BORING
VERTICAL
Larry Hunsberger
17. TOTAL CORE RECOVERY FOR BORING
SHEETS
SHEET
State Plane
Huntington District
14. ELEVATION GROUND WATER
OF
COMPLETED
15. DATE BORING
DEG FROM
VERTICAL
HORIZONTAL
DRILLING LOG
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
D-19-4
3/7/19
DISTURBED
N 2,266,987.3 E 346,573.1
18. SIGNATURE AND TITLE OF INSPECTOR
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
STARTED
DIVISION
11. MANUFACTURER'S DESIGNATION OF DRILL
LRH
VERTICAL
1. PROJECT
UNDISTURBED
NAVD88
BEARING
3. DRILLING AGENCY
8 0
INCLINED
Cascade Drilling
4. NAME OF DRILLER
5. DIRECTION OF BORING
901.4
9. COORDINATE SYSTEM
10. SIZE AND TYPE OF BIT
NAD83
50.0
50.0
3/6/19
4-inch Sonic
879.4
SEP 05
Boring Designation D-19-4 SHEET 1 of 3
M
CELEV DEPTH
A S
T M
C la ssN60
FIELD CLASSIFICATION OF MATERIALS
(Description)
LE
G
E N
D
RECNf
LL P
I
0.0
2.5
5.0
7.5
10.0
12.5
15.0
17.5
20.0
Laboratory
Boring Designation D-19-4
B lo w s/
0.
ft
S am p N o.
REMARKS
LRH FORM 1836-A
G ra ve l
S an d
F in es
A C
E
6-
A
D R
IL
LI
N G
L O
G
Z O
A R
L E
V E
E
S
O N
IC
B
O R
IN
G
S .G
P J
C E
LR
H
_T E
M P
LA
T
E _1
7A P
R
.G D
T
/5 /1
879.4
877.4
869.9
865.9
861.4
22.0
24.0
31.5
35.5
40.0
16' to 22': SP, fine to medium grained, brown, moist (continued)
22' to 24': SW with gravel, fine to coarse grained, brown, wet
24' to 31.5': SP, fine to medium grained, brown, wet
31.5' to 35.5': SP-SM, fine to medium grained, brown, wet
35.5' to 40': CL with silt and sand,…
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