H.08.04 MDBYBIRPh1 Specs 5.27.2022.pdf
PDF 6 MB Posted
- Solicitation number
- W912DR22B0006
About this file
This solicitation is for construction services for the Mid Chesapeake Bay Barren Island Restoration Project. The U.S. Army Corps of Engineers Engineering District Baltimore is seeking to construct breakwaters, sills, and stone structures at various locations on Barren Island in Dorchester County, Maryland as delineated in the drawings and specifications. The response deadline is June 2022 and award is expected by late June 2022. Pricing will be fixed price based on the line items in the solicitation. There are no set aside provisions or incumbent mentioned. Construction must be completed in accordance with the specifications provided for stonework, geotextiles, and environmental controls.
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Text version
US Army Corps of Engineers Baltimore District
CONSTRUCTION
SPECIFICATIONS
Barren Island Restoration Phase 1 Stone Structures
THE MID-CHESAPEAKE BAY ISLAND
ECOSYSTEM RESTORATION PROJECT
DORCHESTER COUNTY,
MARYLAND
INVITATION NO: W912DR-22-B-0006
CONTRACT NO.
DATE: June 2022
Mid Bay BIR PH1 Stone MDBYBIRPH1
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK
01 14 00 11/11, CHG 13: 08/21 WORK RESTRICTIONS
01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES
01 30 00 11/20, CHG 1: 08/21 ADMINISTRATIVE REQUIREMENTS
01 32 01.00 10 02/15 PROJECT SCHEDULE
01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES
01 35 26 11/20, CHG 1: 08/21 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL
01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR
MODE (RMS CM)
01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND
CONTROLS
01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS
01 58 00 08/19, CHG 2: 11/20 PROJECT IDENTIFICATION
01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS
DI VI SI ON 31 - EARTHWORK
31 05 19 10/06 GEOTEXTILE
DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON
35 31 19 10/06 STONEWORK
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
SECTION 01 11 00
SUMMARY OF WORK
08/ 15, CHG 2: 08/ 21
PART 1 GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
1.1.1 Project Description
The work includes construction of breakwaters and sills for Phase I of the Barren Island Restoration (BIR) project. The sills will be constructed from Sta 125+00 to 138+25, Sta 200+00 to 255+69, Sta 300+00 to 326+00, and Sta 400 to 410+17, and the breakwaters will be constructed from Sta 500+00 to 514+06, Sta 600+00 to 615+00, and Sta 700+00 to 713+64 as indicated on the drawings.
1.1.2 Location
The work is located at Barren Island is a U.S. Fish and Wildlife Service (USFWS) refuge located approximately 1 mile west of Upper Hoopers Island.
It is a small island located in the Chesapeake Bay off the coast of Dorchester County. Originally attached to the Delmarva Peninsula, Barren Island has now eroded into two smaller, separate land masses.
1.1.3 Transportation Facilities
The work site is accessible by water only. The Contractor must make their own investigation of transportation facilities in the vicinity of the work.
1.1.4 Weather Conditions
Complete weather records and reports may be obtained from the U.S. Weather Bureau. The Contractor must identify on their own the hazards likely to arise from weather conditions during the construction period. The site of work is exposed, and suspension of work may at times be necessary during storm periods. Anticipate the possible infrequent approach of tropical and subtropical storm systems, including hurricanes between Jun 01 and Dec
01. Anticipate possible ice conditions at the work site from December through March. Determine the effect that currents and wave action will have on construction operations. The mean range of tide (Mean High Water
- Mean Low Water) and the Great Diurnal Range of tide (Mean Higher High Water - Mean Lower Low Water) at Barron Island are 1.1 feet and 1.5 feet, respectively.
1.1.5 Subsurface Conditions
A subsurface exploration program has been conducted that consists of Cone Penetration Testing (CPT), Dilatometer Testing (DMT), and Standard Penetration Borings (SPT). CPT, DMT, and SPT logs are attached at the end of this specification. USACE will not provide any interpretation of the geotechnical testing. The locations of the tests are shown on the plans and reported on the boring logs. Samples taken during the SPT testing are avaialable for examination upon request. Prior to bidding, the samples are avaiable for examination at the USACE Soils Laboratory at Fort McHenry, MD. Notify the Contracting Officer listed in the solicitation to schedule a time to examine the samples.
SECTION 01 11 00 Page 1
1.2 EXISTING WORK
In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 2
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-4.0 feet Water Depth: ~-4.8 feet
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-4.0 feet Water Depth: ~-4.8 feet
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-4.3 feet Water Depth: ~-5.1 feet
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-4.3 feet Water Depth: ~-5.1 feet
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N 246,889.5 E
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-3.8 feet Water Depth: ~-5.0 feet
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-3.8 feet Water Depth: ~-5.0 feet
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-4.6 feet Water Depth: ~-5.7 feet
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Ground Surface Elev.: ~-4.5 feet Water Depth: ~-5.0 feet
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Ground Surface Elev.: ~-4.5 feet Water Depth: ~-5.0 feet
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Ground Surface Elev.: ~-10.3 feet Water Depth: ~-11.0 feet
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-10.3 feet Water Depth: ~-11.0 feet
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
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0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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Ground Surface Elev.: ~-8.2 feet Water Depth: ~-8.2 feet
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0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
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[ENLARGED SCALE]
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Horizontal Datum: NAD83, O
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Ground Surface Elev.: ~-8.2 feet Water Depth: ~-8.2 feet
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N 247,113.6 E
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Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
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0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
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C P
T -211
Ground Surface Elev.: ~-9.1 feet Water Depth: ~-9.1 feet
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N 246,676.4 E
1,523,037.5 S
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: 6/4/20
0 200 400 600 800 1000 1200 Pore Pressure (feet of head)
D E
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Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
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C P
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Ground Surface Elev.: ~-9.1 feet Water Depth: ~-9.1 feet
L O
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N : D o rch e ster C o u n ty, M arylan d
N 246,676.4 E
1,523,037.5 S
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D A
T E
: 6/4/20
0 200 400 600 800 1000 1200 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -212
Ground Surface Elev.: ~-10.1 feet Water Depth: ~-10.5 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 246,204.8 E
1,522,848.8 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 1200 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -212
Ground Surface Elev.: ~-10.1 feet Water Depth: ~-10.5 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 246,204.8 E
1,522,848.8 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 1200 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -213
Ground Surface Elev.: ~-6.4 feet Water Depth: ~-6.8 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 245,768.7 E
1,523,107.2 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -213
Ground Surface Elev.: ~-6.4 feet Water Depth: ~-6.8 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 245,768.7 E
1,523,107.2 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -214
Ground Surface Elev.: ~-4.9 feet Water Depth: ~-5.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 245,464.4 E
1,523,537.0 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -214
Ground Surface Elev.: ~-4.9 feet Water Depth: ~-5.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 245,464.4 E
1,523,537.0 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -215
Ground Surface Elev.: ~-6.0 feet Water Depth: ~-6.6 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 245,008.7 E
1,523.726.2 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -215
Ground Surface Elev.: ~-6.0 feet Water Depth: ~-6.6 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 245,008.7 E
1,523.726.2 S
O U
N D
IN
G
D A
T E
: 6/4/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -216
Ground Surface Elev.: ~-5.2 feet Water Depth: ~-5.1 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 244,589 E
1,524,065 S
O U
N D
IN
G
D A
T E
: 5/27/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -216
Ground Surface Elev.: ~-5.2 feet Water Depth: ~-5.1 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 244,589 E
1,524,065 S
O U
N D
IN
G
D A
T E
: 5/27/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -217
Ground Surface Elev.: ~-6.1 feet Water Depth: ~-5.7 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 244,182 E
1,524,256 S
O U
N D
IN
G
D A
T E
: 5/27/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -218
Ground Surface Elev.: ~-7.4 feet Water Depth: ~-7.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 243,680 E
1,524,355 S
O U
N D
IN
G
D A
T E
: 5/27/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -218
Ground Surface Elev.: ~-7.4 feet Water Depth: ~-7.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 243,680 E
1,524,355 S
O U
N D
IN
G
D A
T E
: 5/27/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -219
Ground Surface Elev.: ~-7.5 feet Water Depth: ~-7.5 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 243,225.8 E
1,524,606.1 S
O U
N D
IN
G
D A
T E
: 6/5/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -219
Ground Surface Elev.: ~-7.5 feet Water Depth: ~-7.5 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 243,225.8 E
1,524,606.1 S
O U
N D
IN
G
D A
T E
: 6/5/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -220
Ground Surface Elev.: ~-6.6 feet Water Depth: ~-7.1 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 242,816 E
1,524,851 S
O U
N D
IN
G
D A
T E
: 5/27/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -220
Ground Surface Elev.: ~-6.6 feet Water Depth: ~-7.1 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 242,816 E
1,524,851 S
O U
N D
IN
G
D A
T E
: 5/27/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -221
Ground Surface Elev.: ~-6.7 feet Water Depth: ~-6.8 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 242,386 E
1,525,070 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -221
Ground Surface Elev.: ~-6.7 feet Water Depth: ~-6.8 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 242,386 E
1,525,070 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -222
Ground Surface Elev.: ~-6.6 feet Water Depth: ~-6.5 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 241,895 E
1,525,229 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -222
Ground Surface Elev.: ~-6.6 feet Water Depth: ~-6.5 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 241,895 E
1,525,229 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -223
Ground Surface Elev.: ~-6.7 feet Water Depth: ~-6.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 241,405 E
1,525,234 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -223
Ground Surface Elev.: ~-6.7 feet Water Depth: ~-6.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 241,405 E
1,525,234 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -224
Ground Surface Elev.: ~-6.7 feet Water Depth: ~-7.2 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 240,905 E
1,525,280 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -224
Ground Surface Elev.: ~-6.7 feet Water Depth: ~-7.2 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 240,905 E
1,525,280 S
O U
N D
IN
G
D A
T E
: 5/26/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -225
Ground Surface Elev.: ~-7.7 feet Water Depth: ~-6.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 240,449 E
1,525,379 S
O U
N D
IN
G
D A
T E
: 5/23/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -226
Ground Surface Elev.: ~-7.1 feet Water Depth: ~-6.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 240,002 E
1,525,626 S
O U
N D
IN
G
D A
T E
: 5/23/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -226
Ground Surface Elev.: ~-7.1 feet Water Depth: ~-6.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 240,002 E
1,525,626 S
O U
N D
IN
G
D A
T E
: 5/23/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arro n
Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -227
Ground Surface Elev.: ~-9.9 feet Water Depth: ~-9.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 239,001.9 E
1,524,990.4 S
O U
N D
IN
G
D A
T E
: 5/14/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arro n
Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -227
Ground Surface Elev.: ~-9.9 feet Water Depth: ~-9.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 239,001.9 E
1,524,990.4 S
O U
N D
IN
G
D A
T E
: 5/14/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arro n
Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -228
Ground Surface Elev.: ~-7.3 feet Water Depth: ~-7.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 239,223 E
1,526,064 S
O U
N D
IN
G
D A
T E
: 5/23/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -229
Ground Surface Elev.: ~-8.8 feet Water Depth: ~-9.3 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 237,992.9 E
1,526,000.2 S
O U
N D
IN
G
D A
T E
: 6/8/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -229
Ground Surface Elev.: ~-8.8 feet Water Depth: ~-9.3 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 237,992.9 E
1,526,000.2 S
O U
N D
IN
G
D A
T E
: 6/8/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -230
Ground Surface Elev.: ~-6.4 feet Water Depth: ~-7.0 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 238,447.3 E
1,526,701.0 S
O U
N D
IN
G
D A
T E
: 6/6/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -230
Ground Surface Elev.: ~-6.4 feet Water Depth: ~-7.0 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 238,447.3 E
1,526,701.0 S
O U
N D
IN
G
D A
T E
: 6/6/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -231
Ground Surface Elev.: ~-5.5 feet Water Depth: ~-5.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 237,986.5 E
1,527,509.1 S
O U
N D
IN
G
D A
T E
: 6/6/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -231
Ground Surface Elev.: ~-5.5 feet Water Depth: ~-5.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 237,986.5 E
1,527,509.1 S
O U
N D
IN
G
D A
T E
: 6/6/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -232
Ground Surface Elev.: ~-7.1 feet Water Depth: ~-7.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 237,578.6 E
1,527,172.1 S
O U
N D
IN
G
D A
T E
: 6/6/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -232A
Ground Surface Elev.: ~-6.9 feet Water Depth: ~-7.3 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 237,584.9 E
1,527,208.0 S
O U
N D
IN
G
D A
T E
: 6/6/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -233
Ground Surface Elev.: ~-7.0 feet Water Depth: ~-7.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 236,995.7 E
1,526,993.8 S
O U
N D
IN
G
D A
T E
: 6/8/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -233
Ground Surface Elev.: ~-7.0 feet Water Depth: ~-7.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 236,995.7 E
1,526,993.8 S
O U
N D
IN
G
D A
T E
: 6/8/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -234
Ground Surface Elev.: ~-6.4 feet Water Depth: ~-6.9 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 236,676.6 E
1,527,563.8 S
O U
N D
IN
G
D A
T E
: 6/9/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -234A
Ground Surface Elev.: ~-6.3 feet Water Depth: ~-6.8 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 236,645.4 E
1,527,560.6 S
O U
N D
IN
G
D A
T E
: 6/9/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -235
Ground Surface Elev.: ~-7.5 feet Water Depth: ~-8.0 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 235,984.9 E
1,527,008.4 S
O U
N D
IN
G
D A
T E
: 6/9/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -236
Ground Surface Elev.: ~-6.6 feet Water Depth: ~-7.1 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 235,732.1 E
1,527,952.4 S
O U
N D
IN
G
D A
T E
: 6/9/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -237
Ground Surface Elev.: ~-6.9 feet Water Depth: ~-7.0 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 235,000.7 E
1,528,000.2 S
O U
N D
IN
G
D A
T E
: 6/18/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -237
Ground Surface Elev.: ~-6.9 feet Water Depth: ~-7.0 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 235,000.7 E
1,528,000.2 S
O U
N D
IN
G
D A
T E
: 6/18/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -238
Ground Surface Elev.: ~-6.3 feet Water Depth: ~-7.1 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 235,071.4 E
1,528,643.1 S
O U
N D
IN
G
D A
T E
: 6/18/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -238
Ground Surface Elev.: ~-6.3 feet Water Depth: ~-7.1 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 235,071.4 E
1,528,643.1 S
O U
N D
IN
G
D A
T E
: 6/18/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -239
Ground Surface Elev.: ~-6.3 feet Water Depth: ~-7.4 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 234,501.7 E
1,528,997.7 S
O U
N D
IN
G
D A
T E
: 6/18/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -240
Ground Surface Elev.: ~-6.0 feet Water Depth: ~-7.0 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 234,649.2 E
1,529,553.7 S
O U
N D
IN
G
D A
T E
: 6/18/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -240
Ground Surface Elev.: ~-6.0 feet Water Depth: ~-7.0 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 234,649.2 E
1,529,553.7 S
O U
N D
IN
G
D A
T E
: 6/18/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
U N
D
IN
G
C P
T -241
Ground Surface Elev.: ~-5.4 feet Water Depth: ~-5.7 feet
L O
C A
T
IO
N : D o rch e ster C o u n ty, M arylan d
N 233,999.1 E
1,529,990.5 S
O U
N D
IN
G
D A
T E
: 6/1/20
0 200 400 600 800 1000 Pore Pressure (feet of head)
D E
P T
H
Z fe et
Pore Pressure Hydrostatic Pressure Excess Pore Pressure
0 1 2 3 4 5 6 7 8 Friction Ratio, Rf (%)
0 1 2 3 4 Sleeve Friction, Fs (tsf)
0 100 200 300 400 500 600 700 800 Corrected Tip Resistance, qt (tsf)
D E
P T
H
Z fe et
0 5 10 15 20 25 30 35 40
Corrected Tip Resistance, qt (tsf)
[ENLARGED SCALE]
Tip Enlarged Scale for Tip
Horizontal Datum: NAD83, O
JE
C T: B arren Islan d
C O
N E
P E
N E
T R
O M
E T
E R
T E
S T
R E
S U
LT
S
S O
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