10153-OFC_DC-Sediment_Analysis-101719

1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
Mobile: [phone], Office: [phone]
[e-mail]
March 13, 2019
Mr. Robert Neal
Moffatt & Nichol
272 N. Front Street, Suite 204
Wilmington, NC 28401
RE: Draft Geotechnical Vibracore Report
Carteret County Navigation Project
Old Ferry Channel and Deer Creek
Carteret County, North Carolina
Dear Mr. Neal,
Athena Technologies, Inc. is pleased to submit this Draft Geotechnical Vibracore Report for
the above referenced project. Should you have any questions or concerns regarding the attached
report,please don’t hesitate to contact me via the information below.
Respectfully,
J. Adam Freeze
Vice President / Geologist
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com

DRAFT GEOTECHNICAL VIBRACORE REPORT

CARTERET COUNTY NAVIGATION PROJECT
OLD FERRY CHANNEL AND DEER CREEK
CARTERET COUNTY, NORTH CAROLINA

MARCH 2019

TABLE OF CONTENTS

Section 1: Introduction

Section 2: Methodology

Section 3: Discussion

Section 4: References

FIGURES

Figure 1: Vibracore Study Area

Figure 2: Vibracore Location Map - Deer Creek

Figure 3: Vibracore Location Map - Old Ferry Channel

TABLES

Table 1: Horizontal and Vertical Data Conversion Summary

Table 2: Geotechnical Vibracore Summary

Table 3: Laboratory Data Summary

APPENDICES

Appendix A: Core Photographs and Logs

Appendix B: Laboratory Analytical Reports
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1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
Section 1: Introduction

Athena Technologies, Inc. (Athena) was contracted by Moffatt and Nichol (M&N)
in January 2019 to conduct geotechnical vibracore sampling in support of the following
project: Carteret County Navigation Project, Sediment Collection & Testing, Deer Creek
and Old Ferry Channel. The scope of requested services consisted of the following:

1) Collection of 9 vibracore samples to a minimum depth of -8 feet relative to
Mean Low Water (MLW) from Deer Creek

2) Collection of 13 vibracore samples to a minimum depth of -10 feet MLW
from the Old Ferry Channel.

3) Geological logging, core photography, sub-sampling, contracting laboratory
analyses, and geotechnical reporting.

A site location map of the various study areas has been included as Figure 1.
Sample collection methodology and findings of the geotechnical investigation are
presented below.

Section 2: Methodology

Athena utilized the 35-foot research vessel, Artemis, as the sampling platform for
this project. Artemis was equipped with all required United States Coast Guard (USCG)
safety gear and was operated by a USCG-certified 100 Ton Master Captain with over 20
years of vessel operation experience. A Trimble Differential Global Positioning System
(capable of sub-meter accuracy) interfaced with HYPACK was utilized for primary
navigation. Horizontal coordinates were recorded in North American Datum of 1983 State
Plane Coordinate System, North Carolina (Zone 3200), U.S. Survey Feet. Real-time tide
elevation data were obtained using a Champion TKO Global Navigation Satellite System
receiver interfaced with the North Carolina Continuously Operating Reference Station
Network, which served as the base station.

During field operations, the research vessel was immobilized over the desired
sample sites using spuds. Once on station, the coordinates at the vessel location were
compared with the coordinates for the desired sample location to ensure accurate vessel
positioning. Upon satisfactory positioning, a water depth was collected via lead line.
Horizontal coordinates were recorded at each station and tide elevation data were also
recorded in the field and were referenced to North American Vertical Datum of 1988. The
real-time elevation data were converted to Mean Low Water (MLW) using the National
Oceanic and Atmospheric Administration’s VDatum software (Version 3.6.1). The tide
elevation was then utilized to determine the sediment surface elevation at each sample
location. A data conversion summary table has been included as Table 1. Vibracore
location maps have been included as Figure 2 and Figure 3, for the Deer Creek and Old
Ferry Channel study areas, respectively.
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1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
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A custom-designed and fabricated vibracore system was utilized to collect the
geotechnical vibracores. The system consists of a generator with a mechanical vibrator
attached via cable to a 3-inch diameter, galvanized sample barrel. The sample barrel
was lowered until the bottom of the barrel was directly above the sediment surface. The
vibracore machine was turned on and the sample barrel was allowed to penetrate until
the bottom of the sample barrel reached the designated project depth, or until the sample
barrel encountered refusal. Vibracore penetration was monitored from the deck using
marked drill stems. Once the sample barrel reached the desired depth, the machine was
turned off and the sample barrel was retrieved using an electric winch. The recovered
core length was measured following core retrieval, and percent recovery was verified.
The cores were then capped, labeled, and cut into 5-foot sections. A geotechnical
vibracore summary has been included as Table 2.

The completed cores were opened longitudinally at Athena's core processing
facility in McClellanville, South Carolina. The cores were photographed after opening and
were logged by Athena’s geologist in accordance with protocol outlined in ASTM D2487
and ASTM D2488.1 Draft core logs and photo-mosaic images of the cores were provided
to M&N for sub-sample interval determination. Upon receipt of sub-sample intervals from
M&N, Athena extracted and shipped the sub-samples to Terracon Consultants, Inc.
(Terracon) in Jacksonville, Florida. Terracon is a USACE-certified geotechnical
laboratory. Sub-samples were collected from targeted sediment intervals in each core at
a frequency of 1 to 6 per core. The sub-samples were analyzed in accordance with ASTM
D6913 using the following sieve sizes: 3/4”, 5/8”, 7/16”, 5/16”, No. 3.5, No. 4, No. 5, No
7, No. 10, No.14, No. 18, No. 25, No. 35, No. 45, No. 60, No. 80, No. 120, No. 170, No.
200, and No. 230. The laboratory also conducted visual percent shell determination for
each sub-sample using the Terry and Chilingar method (1955), and all sub-samples were
classified by the laboratory in accordance with protocol outlined in ASTM D2487. A
laboratory data summary is presented in Table 3. Core photographs and logs have been
included as Appendix A and laboratory analytical reports have been included as
Appendix B.

1 Sediment within core DC-06 was comprised of water-saturated sand, silt, and clay. The aqueous sediment drained
from the sample barrel while opening and was retained in a bucket. A photograph of the retained sediment has been
included in Appendix A in lieu of a core photograph. Similarly, the retained sediment from DC-06 was homogenized
and a composite sub-sample was extracted for laboratory analysis.

Page | 3
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
Section 3: Discussion

The Deer Creek and Old Ferry Channel study area is located near the western
terminus of Bogue Sound in Carteret County, North Carolina. More specifically, the study
area is approximately 1 mile northeast of the B. Cameron Langston Bridge (North
Carolina Highway 58) and approximately 4 miles northeast of Bogue Inlet. The Old Ferry
Channel was constructed between 1959 and 1961 to provide ferry service between Cape
Carteret and Emerald Isle. Ferry services began in 1961 and continued until the B.
Cameron Langston Bridge to Emerald Isle was opened in 1971 (Wagoner 2017).
Currently, the navigation channel primarily serves local boaters in Cape Carteret. Deer
Creek is comprised of a series of small, tidal channels which are connected to Bogue
Sound and Bogue Inlet via the Intracoastal Waterway and the Old Ferry Channel.

A review of historical (1993) and recent (2017) satellite imagery indicates that
certain subaqueous tidal flats in the vicinity of the study area have migrated over 500 feet
from west to east. Furthermore, the geomorphology of the tidal channels, subaqueous
tidal flats, and surface bedding features near the study area indicates that bedload
sediments are being transported by tidal processes from west to east. Due to the
hydraulic connection and proximity to Bogue Inlet, it is apparent that bedload sediment
transport near the study area is dominated by flood tidal processes. Although general
sediment transport direction near the study area is west to east, sediment deposition in
the more sheltered areas within Deer Creek and the Old Ferry Channel is likely dominated
by the flocculation and settling of fine-grained sediments from the water column.

General characteristics identified in the vibracore samples, according to study
area, are presented below:

• Deer Creek: A surficial, fine-grained (i.e., silt or clay-sized) interval was
encountered at the sediment surface in cores DC-01 through DC-06. The fine-
grained interval extended to depths ranging from -5.6’ MLW (DC-03) to -8.2’ MLW
(DC-05) and was largely comprised of inorganic clay, although an organic silt layer
was often encountered at the base of the interval. Sediment underlying the fine-
grained deposit was largely comprised of poorly graded, fine to medium-grained
sand with minimal fine-grained sediments and varying percentages of shell and
carbonate content. A surficial sand layer was observed in cores DC-07 through
DC-09, which were collected from the 3 most proximal sample locations in Deer
Creek to the Intracoastal Waterway. Cores DC-07 through DC-09 terminated in a
bioturbated, iron-oxidized sand layer, which was encountered at depths ranging
from -7.8’ MLW (DC-08) to -8.5’ MLW (DC-09).

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1293 Graham Farm Road, PO Box 68
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• Old Ferry Channel: The vibracores collected from the Old Ferry Channel study
area were largely characterized by a dominance of fine-grained sediments. More
specifically, a surficial fine-grained layer, ranging in thickness from 1.2’ (OFC-13)
to approximately 6’ (OFC-08), was observed in a majority of the vibracores, except
for cores OFC-03, OFC-05, and OFC-07. Furthermore, each of the cores collected
from the study area terminated in either a bioturbated, poorly graded sand with
clay, clayey sand, or fat clay layer, except for cores OFC-01 and OFC-08. Core
OFC-13 terminated in an iron-oxidized, interbedded poorly graded sand and fat
clay interval, which was encountered at a depth of approximately -9’ MLW.

The average mean grain size diameter among all 44 sub-samples collected from
Deer Creek and Old Ferry Channel vibracores was 0.23 millimeters. The average fine-
grained fraction (i.e., percentage of material passing the #230 sieve) was 22.6 percent
and the average visual shell estimate for all sub-samples was 7 percent.

It should be noted that, while logging the cores, Athena’s geologist interpreted the
fine-grained fraction in each core to be predominantly comprised of clay-sized sediments,
using visual and manual procedures outlined in ASTM D 2488. In contrast, the laboratory
assigned a default designation of “silt” for all material passing the #200 sieve, because
hydrometer analysis was not conducted and the distribution of silt- and clay-sized
particles is unknown using the current data set. Lacking sufficient laboratory data to
differentiate between silt- and clay-sized particles, the USCS classification assigned by
Athena’s geologist took precedence, when a discrepancy was noted between the
laboratory USCS designation and the core description.
Page | 5
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
Section 4: References

ASTM D 2487-11, Standard Practice for Classification of Soils for Engineering Purposes
(Unified Soil Classification System), ASTM International, West Conshohocken,
PA. 2011.

ASTM D 2488-00, Standard Practice for Description and Identification of Soils (Visual-
Manual Procedure), ASTM International, West Conshohocken, PA. 2000.

ASTM D 6913-04, Standard Test Methods for Particle-Size Distribution (Gradation) of
Soils Using Sieve Analysis, ASTM International, West Conshohocken, PA. 2004.

Terry, R. D. and Chilingar, C. V., Summary of "Concerning some additional aids in
studying sedimentary formations" by M. S. Shvetsov. Journal of Sedimentary
Petrology, v. 25, pp. 214-229. 1955.

Wagoner, Mike, State Once Provided Ferry Service To Emerald Isle, NCCOAST,
Morehead City, NC. 2017. Accessed 12 March 2019:
https://nccoast.com/publications/island-review/state-once-provided-ferry-service-
to-emerald-isle/article_79c3b2f4-4f8d-11e7-9324-e795ba3d9ae5.html.

1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
FIGURES
FIGURE 1: VIBRACORE STUDY AREA
DEER CREEK AND OLD FERRY CHANNEL
CARTERET COUNTY NAVIGATION PROJECT, NORTH CAROLINA TECHNOLOGIES, INC.
www.athenatechnologies.com
JANUARY
2019
Athena Technologies, Inc.
PO Box 68
McClellanville, SC 29458
843-887-3800
Miles
804
ATLANTIC OCEAN
VIBRACORE
STUDY AREA
IMAGE SOURCE:
SENTINEL 2
ESA
VIBRACORE
STUDY AREA
MOREHEAD
CITYBOGUE SOUN
D
BOGUE
INLET
CAPE
LOOKOUT
FIGURE 2: VIBRACORE LOCATION MAP
DEER CREEK
CARTERET COUNTY NAVIGATION PROJECT, NC
Athena Technologies, Inc.
PO Box 68
McClellanville, SC 29458
843-887-3800
Feet
0 500250
VIBRACORE
LOCATION
TECHNOLOGIES, INC.
www.athenatechnologies.com
JANUARY
2019
IMAGE SOURCE:
GoogleEarthDEER CREEK
VIBRACORE
COORDINATES
HORIZOTAL DATUM:
NC STATE PLANE
ZONE 3200
NAD83
US SURVEY FEET
DC-01
DC-02
DC-07
DC-06
DC-03
DC-04
DC-05
DC-09
DC-08
STATION
ID EAST NORTH
DC-01 2585594.26 346348.83
DC-02 2584748.87 346801.14
DC-03 2584100.22 347500.00
DC-04 2584281.75 348478.77
DC-05 2583166.36 348081.84
DC-06 2583719.33 346370.63
DC-07 2584465.07 346157.49
DC-08 2584810.34 345224.59
DC-09 2584602.42 344326.53
FIGURE 3: VIBRACORE LOCATION MAP
OLD FERRY CHANNEL
CARTERET COUNTY NAVIGATION PROJECT, NC
Athena Technologies, Inc.
PO Box 68
McClellanville, SC 29458
843-887-3800
Feet
0 1000500
VIBRACORE
LOCATION
TECHNOLOGIES, INC.
www.athenatechnologies.com
JANUARY
2019
IMAGE SOURCE:
GoogleEarthDEER CREEKVIBRACORE
COORDINATES
HORIZOTAL DATUM:
NC STATE PLANE
ZONE 3200
NAD83
US SURVEY FEET
OFC-01
OFC-02
OFC-07
OFC-06
OFC-03
OFC-04
OFC-05
OFC-09
OFC-08
OFC-11
OFC-10
OFC-13
OFC-12
ATLANTIC INTRACOASTAL WATERWAY
STATION
ID EAST NORTH
OFC-01 2587674.44 340669.16
OFC-02 2587434.26 341134.72
OFC-03 2587483.39 341673.80
OFC-04 2587202.95 342102.35
OFC-05 2587115.71 342896.28
OFC-06 2586816.85 343001.24
OFC-07 2586935.51 343600.59
OFC-08 2586593.28 344020.47
OFC-09 2586642.63 344548.94
OFC-10 2586352.86 344985.02
OFC-11 2586347.47 345501.49
OFC-12 2586091.80 345937.33
OFC-13 2586031.15 346325.86

1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
TABLES
Table 1 - Horizontal and Vertical Data Conversion SummaryDeer Creek and Old Ferry ChannelCarteret County Navigation Project, North CarolinaEast (x)North (y)LatitudeLongitudeDC-01346,342.892,585,593.250.3934.6858414-77.05190841.47DC-02346,803.942,584,753.630.6134.6871533-77.05467081.69DC-03347,495.682,584,096.690.7734.6890890-77.05681071.85DC-04348,473.342,584,279.610.9834.6917650-77.05613862.06DC-05348,082.462,583,168.201.0234.6907509-77.05986072.90 [4]DC-06346,368.852,583,721.361.0334.6860135-77.05813232.11DC-07346,159.792,584,462.171.1434.6853993-77.05568222.22DC-08345,225.222,584,807.421.0934.6828132-77.05459482.16DC-09344,328.172,584,601.260.9834.6803599-77.05533892.05OFC-01340,672.762,587,670.460.0434.6701519-77.04537131.13OFC-02341,137.432,587,430.350.1534.6714415-77.04613931.24OFC-03341,675.202,587,478.190.0634.6729163-77.04594501.15OFC-04342,105.382,587,198.530.1534.6741132-77.04684691.24OFC-05342,893.722,587,110.19-0.1734.6762838-77.04708900.92OFC-06343,004.082,586,816.450.2734.6766028-77.04805861.36OFC-07343,604.122,586,933.370.3434.6782450-77.04763061.42OFC-08344,024.792,586,590.440.5234.6794192-77.04874351.61OFC-09344,553.602,586,639.760.5634.6808693-77.04854491.65OFC-10344,988.452,586,349.410.7234.6820796-77.04948211.81OFC-11345,504.212,586,343.840.9334.6834968-77.04946692.02OFC-12345,940.642,586,090.290.9234.6847095-77.05028162.01OFC-13346,323.482,586,025.270.9934.6857648-77.05047292.07MLW = Mean Low WaterNotesBoring IDData Conversion Input Parameters [1]Data Conversion Output Parameters[2] = Horizontal coordinates were recorded in the field and are referenced to North American Datum of 1983, State Plane Coordinate System, North Carolina (Zone 3200), US Survey Feet.[4] = Data conversion not possible using VDatum; sample location exists outside of the software program's data calculation boundaries. Tide elevation determined by applying a +1.08' correction to the elevation recorded in NAVD 88. The +1.08' correction factor was determined using the average calculated VDatum results for nearby sample locations.NAVD 88 = North American Vertical Datum of 1988State Plane Coordinates [2]Elevation [3](NAVD 88)Geographic CoordinatesElevation(MLW)[3] = Elevation data were recorded in the field using a Champion TKO Global Navigation Satellite System unit interfaced with the North Carolina Continuously Operating Reference Station Network.[1] = Coordinate and elevation conversion conducted via the National Oceanic and Atmospheric Administration's (NOAA) Vertical Datum Transformation (VDatum) software, Version 3.6.1. Page 1 of 1 1293 Graham Farm Road, PO Box 68McClellanville, South Carolina 29458(843) 887-3800www.athenatechnologies.com
Table 2 - Geotechnical Vibracore SummaryDeer Creek and Old Ferry ChannelCarteret County Navigation Project, North CarolinaEast(x)North(y)DC-01 1/22/2019 7:54 2585594.26 346348.83 4.4 1.5 -2.9 -12.0 10.0 9.1DC-02 1/22/2019 8:21 2584748.87 346801.14 4.5 1.7 -2.8 -10.2 8.0 7.4DC-03 1/22/2019 8:45 2584100.22 347500.00 3.6 1.9 -1.7 -9.3 8.0 7.6DC-04 1/22/2019 9:08 2584281.75 348478.77 7.1 2.1 -5.0 -9.4 5.0 4.3DC-05 1/22/2019 9:33 2583166.36 348081.84 5.2 2.9 -2.3 -10.6 9.0 8.3DC-06 1/22/2019 9:55 2583719.33 346370.63 6.2 2.1 -4.1 -10.6 8.0 6.5Sediment within core was comprised of water-saturated silt and clay; the aqueous sediment spilled out of sample barrel during opening; remaining material retained in bucketDC-07 1/22/2019 10:27 2584465.07 346157.49 6.0 2.2 -3.8 -11.4 8.0 7.6DC-08 1/22/2019 10:46 2584810.34 345224.59 7.9 2.2 -5.7 -13.2 8.0 7.5DC-09 1/22/2019 11:00 2584602.42 344326.53 5.6 2.1 -3.5 -12.0 10.0 8.5OFC-01 1/22/2019 14:23 2587674.44 340669.16 9.2 1.1 -8.1 -15.5 9.0 7.4OFC-02 1/22/2019 14:10 2587434.26 341134.72 4.6 1.2 -3.4 -11.5 9.0 8.1OFC-03 1/22/2019 13:57 2587483.39 341673.80 3.5 1.1 -2.4 -15.0 14.0 12.6OFC-04 1/22/2019 13:42 2587202.95 342102.35 6.8 1.2 -5.6 -14.3 10.0 8.7OFC-05 1/22/2019 14:42 2587115.71 342896.28 6.0 0.9 -5.1 -11.5 7.0 6.4Station moved from original location, which was below project depth.OFC-06 1/22/2019 13:19 2586816.85 343001.24 5.1 1.4 -3.7 -10.4 8.0 6.7OFC-07 1/22/2019 13:07 2586935.51 343600.59 2.9 1.4 -1.5 -10.8 10.0 9.3OFC-08 1/22/2019 12:52 2586593.28 344020.47 4.5 1.6 -2.9 -12.6 10.0 9.7OFC-09 1/22/2019 12:37 2586642.63 344548.94 10.8 1.7 -9.1 -17.6 10.0 8.5OFC-10 1/22/2019 12:12 2586352.86 344985.02 8.7 1.8 -6.9 -16.5 10.0 9.6Made 4 attempts; material washed out during first 3 attempts; had to over-penetrate to retain sediment during 4th attemptOFC-11 1/22/2019 11:57 2586347.47 345501.49 11.1 2.0 -9.1 -15.9 8.0 6.8OFC-12 1/22/2019 11:43 2586091.80 345937.33 7.4 2.0 -5.4 -11.2 7.0 5.8OFC-13 1/22/2019 11:23 2586031.15 346325.86 7.2 2.1 -5.1 -13.4 10.0 8.3Notesft = feetCoordinatesBoring IDCollectionDateTimeTide Elevation(ft MLW)Sediment Surface Elevation(ft MLW)Bottom Elevation of Recovered Core(ft MLW)Penetration(ft)Recovery(ft)NotesMLW = Mean Low WaterWater Depth (ft)Page 1 of 1 1293 Graham Farm Road, PO Box 68McClellanville, South Carolina 29458(843) 887-3800www.athenatechnologies.com
Table 3 - Laboratory Data SummaryDeer Creek and Old Ferry ChannelCarteret County Navigation Project, North CarolinaDepth Interval(ft bss)Depth Interval(ft MLW)D 90(mm)D 85(mm)D 50(mm)D 15(mm)D 10(mm)DC-01 S-1 0.2 to 2.8 -3.1 to -5.7 SM 0.35 0.45 68.06 31.14 3 0.14 0.21 0.18 0.10N/A N/ADC-01 S-2 2.8 to 3.6 -5.7 to -6.5 SM 0.00 0.02 88.69 11.30 1 0.16 0.24 0.23 0.15 0.09N/ADC-02 S-1 0.0 to 2.0 -2.8 to -4.8 SM 1.53 0.80 52.70 44.97 6 0.17 0.26 0.20 0.08N/A N/ADC-02 S-2 2.0 -3.4 -4.8 to -6.2 SM 0.00 0.15 84.63 15.22 0 0.17 0.30 0.25 0.15N/A N/ADC-03 S-1 0.0 to 3.9 -1.7 to -5.6 MH 0.00 0.18 19.28 80.54 0 0.17 0.13 0.09N/A N/A N/ADC-03 S-2 3.9 to 5.8 -5.6 to -7.5 SP 0.01 0.24 95.84 3.92 0 0.19 0.34 0.30 0.17 0.12 0.10DC-04 S-1 0.0 to 2.1 -5.0 to -7.1 MH 0.00 0.00 6.48 93.52 0 0.14N/A N/A N/A N/A N/ADC-05 S-1 0.0 to 0.6 -2.3 to -2.9 SM 0.50 2.51 62.76 34.23 6 0.23 0.67 0.36 0.13N/A N/ADC-05 S-2 0.6 to 1.2 -2.9 to -3.5 SP-SM 0.38 1.32 89.88 8.41 3 0.19 0.43 0.29 0.15 0.09 0.08DC-05 S-3 1.2 to 3.0 -3.5 to -5.3 SP-SM 0.25 0.26 92.48 7.00 2 0.13 0.18 0.17 0.13 0.08 0.07DC-05 S-4 3.0 to 3.9 -5.3 to -6.2 SM 0.00 0.19 57.41 42.40 8 0.17 0.29 0.21 0.09N/A N/ADC-06 S-1 -- -- SM 0.90 1.58 72.51 25.01 0 0.17 0.23 0.18 0.13N/A N/ADC-07 S-1 0.0 to 3.2 -3.8 to -7.0 SP 0.00 0.01 96.92 3.07 2 0.15 0.22 0.20 0.15 0.11 0.10DC-08 S-1 0.0 to 1.0 -5.7 to -6.7 SP 2.52 0.25 95.28 1.95 6 0.18 0.24 0.22 0.16 0.12 0.11DC-09 S-1 0.0 to 0.5 -3.5 to -4.0 SP 19.69 3.32 74.46 2.52 29 0.51 16.85 11.11 0.21 0.13 0.13DC-09 S-2 0.5 to 1.6 -4.0 to -5.1 SM 28.38 3.14 44.05 24.42 37 0.90 17.55 14.66 0.14N/A N/ADC-09 S-3 1.6 to 2.7 -5.1 to -6.2 SM 2.50 0.37 75.86 21.27 4 0.14 0.17 0.16 0.10N/A N/AOFC-01 S-1 0.0 to 2.4 -8.1 to -10.5 MH 0.00 0.00 30.49 69.51 0 0.12 0.15 0.12N/A N/A N/AOFC-02 S-1 0.0 to 2.2 -3.4 to -5.6 SM 0.72 0.63 74.27 24.38 4 0.17 0.24 0.22 0.15N/A N/AOFC-02 S-2 2.2 to 4.4 -5.6 to -7.8 SP 0.00 0.00 98.74 1.26 0 0.18 0.24 0.23 0.17 0.14 0.13OFC-02 S-3 4.4 to 5.0 -7.8 to -8.4 SP 18.62 7.94 71.74 1.70 38 0.65 10.32 6.73 0.28 0.16 0.14OFC-03 S-1 0.0 to 3.2 -2.4 to -5.6 SP 0.00 0.01 96.97 3.02 5 0.13 0.18 0.17 0.14 0.10 0.09OFC-03 S-2 3.2 to 4.9 -5.6 to -7.3 SM 0.00 0.07 87.89 12.04 4 0.12 0.17 0.16 0.11 0.08N/AOFC-03 S-3 4.9 to 7.5 -7.3 to -9.9 SM 5.08 0.39 75.46 19.07 11 0.22 0.30 0.24 0.16N/A N/AOFC-04 S-1 0.0 to 8.1 -5.6 to -13.7 SM 0.13 0.31 78.95 20.61 60.15 0.22 0.19 0.12N/A N/AOFC-05 S-1 0.0 to 3.4 -5.1 to -8.5 SP0.22 0.01 96.00 3.7770.13 0.17 0.17 0.13 0.09 0.09OFC-06 S-1 0.0 to 1.6 -3.7 to -5.3 SM 0.37 0.91 75.12 23.60 70.16 0.23 0.21 0.14N/A N/AOFC-06 S-2 1.6 to 3.0 -5.3 to -6.7 SP0.00 0.13 96.64 3.2370.16 0.23 0.22 0.16 0.13 0.12OFC-06 S-3 3.0 to 6.2 -6.7 to -9.9 SM 4.99 1.47 67.34 26.20 10 0.19 0.33 0.18 0.11N/A N/APercentGranule-SizedFraction [2]PercentSand-SizedFraction [3]PercentFine-GrainedFraction [4]Visual PercentShell [5]Mean Grain Size [6](mm)Grain Size DiameterBoring IDSample NumberSample IntervalLaboratory USCS ClassificationPercentGravel-SizedFraction [1]Page 1 of 2 1293 Graham Farm Road, PO Box 68McClellanville, South Carolina 29458(843) 887-3800www.athenatechnologies.com
Table 3 - Laboratory Data SummaryDeer Creek and Old Ferry ChannelCarteret County Navigation Project, North CarolinaDepth Interval(ft bss)Depth Interval(ft MLW)D 90(mm)D 85(mm)D 50(mm)D 15(mm)D 10(mm)PercentGranule-SizedFraction [2]PercentSand-SizedFraction [3]PercentFine-GrainedFraction [4]Visual PercentShell [5]Mean Grain Size [6](mm)Grain Size DiameterBoring IDSample NumberSample IntervalLaboratory USCS ClassificationPercentGravel-SizedFraction [1]OFC-07 S-1 0.0 to 3.0 -1.5 to -4.5 SP2.05 0.25 96.28 1.4180.17 0.23 0.21 0.15 0.12 0.10OFC-07 S-2 3.0 to 4.8 -4.5 to -6.3 SP-SM 0.00 0.12 93.95 5.9350.14 0.18 0.17 0.14 0.10 0.09OFC-07 S-3 4.8 to 5.3 -6.3 to -6.8 SM 0.00 0.12 82.90 16.98 30.13 0.18 0.17 0.12N/A N/AOFC-07 S-4 5.3 to 6.3 -6.8 to -7.8 SP-SM 0.00 0.04 93.55 6.4080.14 0.18 0.17 0.14 0.10 0.08OFC-07 S-5 6.3 to 6.5 -7.8 to -8.0 MH 0.00 0.00 31.55 68.45 20.13 0.15 0.13N/A N/A N/AOFC-07 S-6 6.5 to 7.4 -8.0 to -8.9 SP-SM 2.38 0.92 87.68 9.03 11 0.16 0.22 0.18 0.13 0.08 0.07OFC-08 S-1 0.1 to 1.2 -2.9 to -4.1 SM 0.50 0.33 83.32 15.85 50.13 0.17 0.17 0.12N/A N/AOFC-08 S-2 1.2 to 2.7 -4.1 to -5.6 SM 39.30 3.14 37.90 19.66 47 1.57N/A N/A0.17N/A N/AOFC-08 S-3 2.7 to 5.3 -5.6 to -8.2 SM 19.15 2.58 42.82 35.45 25 0.65N/A14.90 0.11N/A N/AOFC-10 S-1 0.0 to 1.4 -6.9 to -8.3 MH 0.00 0.03 29.23 70.75 10.10 0.12 0.10N/A N/A N/AOFC-12 S-1 0.0 to 2.5 -5.4 to -7.9 SM 0.12 0.58 58.48 40.83 40.14 0.18 0.16 0.09N/A N/AOFC-12 S-2 2.5 to 5.8 -7.9 to -11.2 SP-SM 0.00 0.01 93.31 6.6900.11 0.17 0.16 0.11 0.08 0.07OFC-13 S-1 0.0 to 1.2 -5.1 to -6.3 SM 0.00 0.06 77.28 22.66 20.14 0.19 0.17 0.12N/A N/AOFC-13 S-2 1.2 to 2.4 -6.3 to -7.5 SP-SM 0.00 0.09 92.24 7.6820.15 0.24 0.22 0.15 0.09 0.08OFC-13 S-3 2.4 to 4.2 -7.5 to -9.3 SP-SM 0.00 0.39 93.61 6.0000.13 0.18 0.17 0.11 0.08 0.08 [4] = Defined as the sample fraction which is less than 0.0625 millimeters (i.e., passes the Number 230 sieve). [5] = Visual percent shell determined using the Terry and Chilingar method (1955). [6] = Mean grain size was calculated in gINT using the Moment Method (Folk, 1974) and applies to the portion of sample which did not pass the #230 sieve.mm = millimetersNotesft bss = feet below sediment surfaceft MLW = feet relative to Mean Low WaterUSCS = Unified Soil Classification System [1] = Defined as the sample fraction which is greater than or equal to 4.76 millimeters (i.e., retained on sieve sizes greater than or equal to the Number 4 sieve). [2] = Defined as the sample fraction which is greater than or equal to 2 millimeters and less than 4.76 millimeters (i.e., retained on sieve sizes between the Number 5 and Number 10 sieves). [3] = Defined as the sample fraction which is greater than or equal to 0.0625 millimeters and less than 2 millimeters (i.e., retained on sieve sizes between the Number 12 and Number 230 sieves).N/A = Value not available because sample volume at the specified diameter could not be determined using the chosen sieve set.Page 2 of 2 1293 Graham Farm Road, PO Box 68McClellanville, South Carolina 29458(843) 887-3800www.athenatechnologies.com

1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
APPENDIX A
Core Photographs and Logs
0
1
2
3
4
5
6
7
8
9
10
5
DC-01
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.9
Bottom Elev. (ft MLW): -12.0
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-3.1
-5.7
-6.5
-12.0
0.2
2.8
3.6
9.1
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix and
burrows, trace fine to medium sand-sized
shells in matrix, loose, dark olive gray
(5Y-3/2), (SP-SC).
Clayey SAND; mostly fine to medium quartz
sand, some inorganic clay in matrix, trace
fine sand to coarse gravel-sized shells in
matrix, loose, bioturbated, very dark greenish
gray (5GY-3/1), (SC).
Poorly graded SAND with silt; mostly fine
quartz sand, little organic silt in matrix and
burrows, few inorganic clay in matrix,
burrows, and layers, loose, bioturbated,
black (10YR-2/1), (SM).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in matrix, burrows,
and laminations, trace organic silt in burrows,
loose, subangular, color grades to light
grayish olive (10Y 6/2) from, olive gray
(5Y-5/2), (SP).
End of Boring S-1S-2Sample #S-1, Depth = 0.2' - 2.8'
Mean (mm): 0.14, Phi Sorting: 0.89
Shell: 3%, Fines (#200) - 35.96 (SM)
Sample #S-2, Depth = 2.8' - 3.6'
Mean (mm): 0.16, Phi Sorting: 0.55
Shell: 1%, Fines (#200) - 12.35 (SM)
-2.9 Ft.
-2.9
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 07:54
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
9.1 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
2
DRILLING LOG
X = 2,585,594 Y = 346,349
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-01
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 4.4 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-01
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
DC-02
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.8
Bottom Elev. (ft MLW): -10.2
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-4.8
-6.2
-7.7
-10.2
2.0
3.4
4.9
7.4
Clayey SAND; mostly fine quartz sand, some
inorganic clay in matrix, trace organic silt in
matrix (primarily between 1.8-2.0'), trace fine
sand to coarse gravel-sized shells in matrix,
loose, very dark greenish gray (5GY-3/1),
(SC).
Silty SAND; mostly fine quartz sand, little
organic silt in matrix, few organic and
inorganic clay in matrix, loose, bioturbated,
black (10YR-2/1), (SM).
Poorly graded SAND with silt; mostly fine
quartz sand, few organic silt in matrix, trace
medium to coarse quartz sand in matrix,
loose, bioturbated, very dark brown
(10YR-2/2), (SP-SM).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic and organic silty in
matrix and laminations, trace medium to
coarse quartz sand in matrix and in
lamination between 6.1-6.2', loose,
subangular, olive brown (2.5Y-4/3), (SP).
End of Boring S-1S-2Sample #S-1, Depth = 0.0' - 2.0'
Mean (mm): 0.17, Phi Sorting: 1.38
Shell: 6%, Fines (#200) - 48.86 (SM)
Sample #S-2, Depth = 2.0' - 3.4'
Mean (mm): 0.17, Phi Sorting: 0.66
Shell: 0%, Fines (#200) - 16.21 (SM)
-2.8 Ft.
-2.8
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 08:21
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
7.4 Ft.
6. THICKNESS OF OVERBURDEN
8.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
2
DRILLING LOG
X = 2,584,749 Y = 346,801
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-02
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 4.5 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-02
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
DC-03
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -1.7
Bottom Elev. (ft MLW): -9.3
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-5.6
-7.5
-8.3
-8.8
-9.3
3.9
5.8
6.6
7.1
7.6
Fat CLAY; mostly inorganic clay, little organic
clay and silt in matrix (primarily between
2.6-3.9'), little fine quartz sand in matrix,
trace fine sand to fine gravel-sized shells in
matrix at 1.7-1.8', medium plasticity, soft,
black (5Y-2.5/1), (CH).
Poorly graded SAND; mostly fine quartz
sand, trace organic silt in matrix, burrows,
laminations, and layers, trace fine
gravel-sized wood fragments in laminations,
loose, subangular, color alternates between
gray (2.5Y 6/1) and, black (10YR-2/1), (SP).
Poorly graded SAND; mostly fine to medium
quartz sand, trace organic silt in burrows,
laminations, and in layer at 5.8-5.9', trace
coarse sand to fine gravel-sized quartz and
phosphate in layers, loose, subangular, light
brownish gray (10YR-6/2), (SP).
Clayey SAND; mostly fine to medium quartz
sand, little inorganic clay in matrix, burrows,
and layers, trace coarse quartz and
phosphate sand in laminations and matrix,
loose, dark gray (5Y-4/1), (SC).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in burrows,
laminations, and as rip-up at 7.2-7.3', loose,
subangular, gray (5Y-6/1), (SP).
End of Boring S-1S-2Sample #S-1, Depth = 0.0' - 3.9'
Mean (mm): 0.17, Phi Sorting: 1.22
Shell: 0%, Fines (#200) - 82.53 (MH)
Sample #S-2, Depth = 3.9' - 5.8'
Mean (mm): 0.19, Phi Sorting: 0.69
Shell: 0%, Fines (#200) - 4.31 (SP)
-1.7 Ft.
-1.7
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 08:45
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
7.6 Ft.
6. THICKNESS OF OVERBURDEN
8.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
2
DRILLING LOG
X = 2,584,100 Y = 347,500
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-03
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 3.6 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-03
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
DC-04
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.0
Bottom Elev. (ft MLW): -9.4
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-7.1
-7.3
-7.9
-9.3
2.1
2.3
2.9
4.3
Fat CLAY; mostly inorganic clay, few fine
quartz sand in matrix, trace fine to medium
sand-sized shells in matrix, trace organic silt
in matrix, medium plasticity, soft, very dark
greenish gray (5GY-3/1), (CH).
Organic CLAY; mostly organic clay, little
organic silt and wood fragments in matrix,
low plasticity, soft, black (10YR-2/1), (OL).
Sandy CLAY; mostly inorganic clay, little fine
to medium quartz sand in matrix and
burrows, few fine sand to coarse gravel-sized
shells in matrix and burrows, low plasticity,
soft, bioturbated, dark greenish gray
(10Y-4/1), (CL).
Poorly graded SAND with clay; mostly
medium quartz sand, some fine sand to fine
gravel-sized shells in matrix, few inorganic
clay in matrix, few coarse sand to fine
gravel-sized quartz and phosphate in matrix,
loose, dark gray (5Y-4/1), (SP-SC).
End of Boring S-1Sample #S-1, Depth = 0.0' - 2.1'
Mean (mm): 0.14, Phi Sorting: 0.65
Shell: 0%, Fines (#200) - 93.89 (MH)
-5.0 Ft.
-5.0
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 09:08
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
4.3 Ft.
6. THICKNESS OF OVERBURDEN
5.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,584,282 Y = 348,479
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-04
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 7.1 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-04
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
DC-05
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.3
Bottom Elev. (ft MLW): -10.6
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-2.9
-3.5
-5.3
-6.2
-6.4
-8.2
-10.6
0.6
1.2
3.0
3.9
4.1
5.9
8.3
Clayey SAND; mostly fine quartz sand, some
organic clay in matrix, few fine to coarse
sand-sized shells in matrix, loose, black
(5Y-2.5/1), (SC).
Poorly graded SAND with SILT; mostly fine
quartz sand, few organic silt in matrix and
burrows, few organic clay in matrix, loose,
black (10YR-2/1), (SP-SM).
Poorly graded SAND with silt; mostly fine
quartz sand, few inorganic clay in matrix and
burrows, trace organic silt in burrows
between 1.2-2.1', trace fine to coarse
sand-sized shells in matrix, loose,
bioturbated, greenish gray (10Y-5/1),
(SP-SC).
Clayey SAND; mostly fine quartz sand, some
inorganic clay in matrix, burrows, and layers,
few fine to coarse sand-sized shells in
matrix, loose, bioturbated, dark gray
(5Y-4/1), (SC).
Fat CLAY; mostly inorganic clay, trace fine
sand to fine gravel-sized shells in matrix,
trace fine quartz sand in burrows, medium
plasticity, soft, dark gray (5Y-4/1), (CH).
Clayey SAND; mostly fine to medium quartz
sand, little fine sand to coarse gravel-sized
shells in matrix, little inorganic clay in matrix,
few coarse sand to fine gravel-sized quartz
and phosphate in matrix, loose, very dark
gray (5Y-3/1), (SC).
Poorly graded SAND; mostly fine quartz
sand, trace fine to coarse sand-sized shells
in matrix and laminations, loose, subangular,
gray (5Y-6/1), (SP).
End of Boring S-1S-2S-3S-4Sample #S-1, Depth = 0.0' - 0.6'
Mean (mm): 0.23, Phi Sorting: 1.37
Shell: 6%, Fines (#200) - 35.82 (SM)
Sample #S-2, Depth = 0.6' - 1.2'
Mean (mm): 0.19, Phi Sorting: 1.03
Shell: 3%, Fines (#200) - 9.61 (SP-SM)
Sample #S-3, Depth = 1.2' - 3.0'
Mean (mm): 0.13, Phi Sorting: 0.64
Shell: 2%, Fines (#200) - 10.01 (SP-SM)
Sample #S-4, Depth = 3.0' - 3.9'
Mean (mm): 0.17, Phi Sorting: 1.00
Shell: 8%, Fines (#200) - 44.90 (SM)
-2.3 Ft.
-2.3
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 09:33
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
8.3 Ft.
6. THICKNESS OF OVERBURDEN
9.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
4
DRILLING LOG
X = 2,583,166 Y = 348,082
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-05
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 5.2 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-05
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19

1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
DC-06: Photograph of the sediment which spilled out of
the sample barrel while opening the core.
-10.6 6.5
Silty SAND; mostly fine to medium quartz
sand, some inorganic silt, very loose,
sediment is aqueous in nature - core photo
not available, very dark greenish gray
(5GY-3/1), (SM).
End of Boring S-1Sample #S-1, Depth = 0.0'
Mean (mm): 0.17, Phi Sorting: 1.10
Shell: 0%, Fines (#200) - 25.79 (SM)
-4.1 Ft.
-4.1
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 09:55
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
6.5 Ft.
6. THICKNESS OF OVERBURDEN
8.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,583,719 Y = 346,371
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-06
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 6.2 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-06
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
DC-07
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -3.8
Bottom Elev. (ft MLW): -11.4
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-7.0
-8.1
-11.4
3.2
4.3
7.6
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in matrix, burrows,
and laminations, trace fine to medium
sand-sized shells in matrix, loose,
subangular, bioturbated, olive gray (5Y-5/2),
(SP).
Clayey SAND; mostly fine quartz sand, some
inorganic clay in matrix, burrows,
laminations, and layers, trace wood
fragments in laminations, loose, bioturbated,
very dark gray (5Y-3/1), (SC).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in matrix, burrows,
and in layer at 7.2-7.3', trace coarse
sand-sized quartz in matrix, loose,
subangular, bioturbated, color grades to light
olive gray (5Y 6/2) from, greenish gray
(10Y-6/1), (SP).
End of Boring S-1Sample #S-1, Depth = 0.0' - 3.2'
Mean (mm): 0.15, Phi Sorting: 0.41
Shell: 2%, Fines (#200) - 3.50 (SP)
-3.8 Ft.
-3.8
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 10:27
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
7.6 Ft.
6. THICKNESS OF OVERBURDEN
8.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,584,465 Y = 346,157
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-07
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 6.0 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-07
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
DC-08
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.7
Bottom Elev. (ft MLW): -13.2
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-6.7
-7.3
-7.8
-13.2
1.0
1.6
2.1
7.5
Poorly graded SAND; mostly fine quartz
sand, trace fine sand to coarse gravel-sized
shells in matrix, trace inorganic silt in matrix,
loose, subangular, olive gray (5Y-4/2), (SP).
Poorly graded SAND with silt; mostly fine
quartz sand, few inorganic silt in matrix, trace
fine sand to coarse gravel-sized shells in
matrix, loose, bioturbated, dark olive gray
(5Y-3/2), (SP-SM).
Poorly graded SAND with silt; mostly fine
quartz sand, few organic silt in matrix, trace
inorganic clay in matrix, loose, bioturbated,
black (10YR-2/1), (SP-SM).
Poorly graded SAND; mostly fine quartz
sand, trace organic silt in matrix, trace
inorganic clay as rip-ups between 2.7-3.3',
loose, subangular, color grades to grayish
olive (10Y 5/2) from, very dark grayish brown
(2.5Y-3/2), (SP).
End of Boring S-1Sample #S-1, Depth = 0.0' - 1.0'
Mean (mm): 0.18, Phi Sorting: 1.05
Shell: 6%, Fines (#200) - 2.25 (SP)
-5.7 Ft.
-5.7
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 10:46
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
7.5 Ft.
6. THICKNESS OF OVERBURDEN
8.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,584,810 Y = 345,225
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-08
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 7.9 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-08
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
DC-09
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -3.5
Bottom Elev. (ft MLW): -12.0
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-4.0
-5.1
-6.2
-8.5
-12.0
0.5
1.6
2.7
5.0
8.5
Poorly graded SAND; mostly fine to medium
quartz sand, few fine sand to coarse
gravel-sized shells in matrix, loose,
subangular, olive gray (5Y-5/2), (SP).
Clayey SAND; mostly fine to medium quartz
sand, little inorganic clay in matrix, little fine
sand to coarse gravel-sized shells in matrix,
loose, very dark greenish gray (5GY-3/1),
(SC).
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows, and layers,
trace fine sand to fine gravel-sized shells in
matrix, loose, bioturbated, very dark greenish
gray (5GY-3/1), (SC).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, and laminations, trace fine to
coarse sand-sized shells in matrix, loose,
bioturbated, color alternates between dark
gray (5Y 4/1) and, very dark gray (5Y-3/1),
(SP-SC).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in burrows
(primarily between 5.0-7.0'), trace organic silt
in burrows, loose, subangular, color grades
to light olive brown (2.5YR 5/3) from, very
dark grayish brown (10YR-3/2), (SP).
End of Boring S-1S-2S-3Sample #S-1, Depth = 0.0' - 0.5'
Mean (mm): 0.51, Phi Sorting: 2.13
Shell: 29%, Fines (#200) - 2.74 (SP)
Sample #S-2, Depth = 0.5' - 1.6'
Mean (mm): 0.90, Phi Sorting: 2.97
Shell: 37%, Fines (#200) - 27.14 (SM)
Sample #S-3, Depth = 1.6' - 2.7'
Mean (mm): 0.14, Phi Sorting: 0.69
Shell: 4%, Fines (#200) - 24.09 (SM)
-3.5 Ft.
-3.5
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 11:00
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
8.5 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
3
DRILLING LOG
X = 2,584,602 Y = 344,327
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
DC-09
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 5.6 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation DC-09
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-01
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -8.1
Bottom Elev. (ft MLW): -15.5
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-10.5
-11.9
-12.2
-13.9
-14.6
-15.5
2.4
3.8
4.1
5.8
6.5
7.4
Sandy CLAY; mostly inorganic clay, little fine
quartz sand in matrix and in lamination at
0.3', trace fine sand-sized shells in matrix,
trace wood fragments and organic silt in
matrix, coarse gravel-sized shell at 0.7',
medium plasticity, soft, very dark greenish
gray (5GY-3/1), (CH).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay as rip-up at
2.4-2.5', trace organic and inorganic silt in
burrows and laminations, trace fine to coarse
sand-sized shells in matrix, loose,
subangular, gray (5Y-5/1), (SP).
Poorly graded SAND with silt; mostly medium
quartz sand, few organic and inorganic silt in
matrix, few fine sand to fine gravel-sized
shells in matrix, loose, olive gray (5Y-4/2),
(SP-SM).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic silt in burrows, trace
fine sand-sized shells in matrix, loose,
subangular, gray (5Y-6/1), (SP).
Poorly graded SAND with silt; mostly fine
quartz sand, few inorganic silt in matrix and
burrows, few fine sand to coarse gravel-sized
shells in matrix, loose, olive gray (5Y-4/2),
(SP-SM).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic silt in occasional
burrows, trace fine sand-sized shells in
matrix, loose, subangular, gray (5Y-6/1),
(SP).
End of Boring S-1Sample #S-1, Depth = 0.0' - 2.4'
Mean (mm): 0.12, Phi Sorting: 0.58
Shell: 0%, Fines (#200) - 73.62 (MH)
-8.1 Ft.
-8.1
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 14:23
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
7.4 Ft.
6. THICKNESS OF OVERBURDEN
9.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,587,674 Y = 340,669
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-01
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 9.2 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-01
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-02
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -3.4
Bottom Elev. (ft MLW): -11.5
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-5.6
-7.8
-8.4
-9.2
-11.5
2.2
4.4
5.0
5.8
8.1
Clayey SAND; mostly fine to medium quartz
sand, little inorganic clay in matrix, burrows,
and layers, few organic silt in matrix, trace
fine sand to coarse gravel-sized shells in
matrix, loose, color grades to black (5Y
2.5/1) from, dark olive gray (5Y-3/2), (SC).
Poorly graded SAND; mostly fine to medium
quartz sand, trace inorganic and organic silt
in burrows, trace fine sand-sized shells in
matrix, loose, subangular, gray (5Y-6/1),
(SP).
Poorly graded SAND; mostly fine to medium
quartz sand, few fine sand to coarse
gravel-sized shells in matrix, trace coarse
sand-sized quartz and phosphate in matrix,
loose, subangular, gray (5Y-6/1), (SP).
Poorly graded SAND; mostly fine quartz
sand, trace organic and inorganic clay in
burrows and laminations, trace fine to
medium sand-sized shells in matrix, loose,
subangular, gray (5Y-6/1), (SP).
Fat CLAY; mostly inorganic clay, trace fine
quartz sand in matrix and in occasional
burrows, trace fine sand to coarse
gravel-sized shells in matrix (primarily
between 7.1-8.1'), medium plasticity, soft,
very dark greenish gray (5GY-3/1), (CH).
End of Boring S-1S-2S-3Sample #S-1, Depth = 0.0' - 2.2'
Mean (mm): 0.17, Phi Sorting: 0.89
Shell: 4%, Fines (#200) - 25.81 (SM)
Sample #S-2, Depth = 2.2' - 4.4'
Mean (mm): 0.18, Phi Sorting: 0.36
Shell: 0%, Fines (#200) - 1.25 (SP)
Sample #S-3, Depth = 4.4' - 5.0'
Mean (mm): 0.65, Phi Sorting: 2.31
Shell: 38%, Fines (#200) - 1.73 (SP)
-3.4 Ft.
-3.4
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 14:10
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
8.1 Ft.
6. THICKNESS OF OVERBURDEN
9.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
3
DRILLING LOG
X = 2,587,434 Y = 341,135
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-02
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 4.6 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-02
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
11
12
13
14
15
10
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
OFC-03
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.4
Bottom Elev. (ft MLW): -15.0
-5.6
-7.3
-9.9
-10.8
-13.9
-15.0
3.2
4.9
7.5
8.4
11.5
12.6
Poorly graded SAND; mostly fine quartz
sand, few fine to medium sand-sized shells
in matrix, trace inorganic clay in burrows and
laminations, loose, subangular, olive gray
(5Y-5/2), (SP).
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows,
laminations, and layers, trace fine to coarse
sand-sized shells in matrix, loose,
bioturbated, dark olive gray (5Y-3/2), (SC).
Clayey SAND; mostly fine to medium quartz
sand, little inorganic clay in matrix, burrows,
and layers, few fine sand to coarse
gravel-sized shells in matrix and layers,
loose, bioturbated, color alternates between
very dark greenish gray (10Y 3/1) and, very
dark gray (5Y-3/1), (SC).
Fat CLAY; mostly inorganic clay, few fine
quartz sand in matrix, few fine sand to
coarse gravel-sized shells in matrix, medium
plasticity, soft, very dark greenish gray
(5GY-3/1), (CH).
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows,
laminations, and layers, trace fine to coarse
sand-sized shells in matrix, loose, very dark
greenish gray (10Y-3/1), (SC).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix and
burrows, trace fine to coarse sand-sized
shells in matrix, loose, olive gray (5Y-4/2),
(SP-SC).
End of Boring S-1S-2S-3Sample #S-1, Depth = 0.0' - 3.2'
Mean (mm): 0.13, Phi Sorting: 0.39
Shell: 5%, Fines (#200) - 3.97 (SP)
Sample #S-2, Depth = 3.2' - 4.9'
Mean (mm): 0.12, Phi Sorting: 0.43
Shell: 4%, Fines (#200) - 14.98 (SM)
Sample #S-3, Depth = 4.9' - 7.5'
Mean (mm): 0.22, Phi Sorting: 1.21
Shell: 11%, Fines (#200) - 20.57 (SM)
-2.4 Ft.
-2.4
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 13:57
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
12.6 Ft.
6. THICKNESS OF OVERBURDEN
14.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
3
DRILLING LOG
X = 2,587,483 Y = 341,674
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-03
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 3.5 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-03
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-04
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.6
Bottom Elev. (ft MLW): -14.3
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-8.1
-13.9
-14.3
2.5
8.3
8.7
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, and laminations, trace fine sand to
fine gravel-sized shells in matrix, loose,
bioturbated, color grades to gray (5Y 5/1)
from, olive gray (5Y-5/2), (SP-SC).
Clayey SAND; mostly fine quartz sand, some
inorganic clay in matrix, burrows,
laminations, and layers, few fine sand to
coarse gravel-sized shells in matrix (primarily
between 5.6-7.0'), loose, bioturbated, very
dark greenish gray (10Y-3/1), (SC).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix and
burrows, trace fine to coarse sand-sized
shells in matrix, loose, bioturbated, olive gray
(5Y-5/2), (SP-SC).
End of Boring S-1Sample #S-1, Depth = 0.0' - 8.1'
Mean (mm): 0.15, Phi Sorting: 0.78
Shell: 6%, Fines (#200) - 22.91 (SM)
-5.6 Ft.
-5.6
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 13:42
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
8.7 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,587,203 Y = 342,102
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-04
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 6.8 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-04
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-05
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.1
Bottom Elev. (ft MLW): -11.5
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-8.5
-11.5
3.4
6.4
Poorly graded SAND; mostly fine quartz
sand, few fine to coarse sand-sized shells in
matrix, trace inorganic clay in matrix,
burrows, and laminations, loose, subangular,
bioturbated, color grades to olive gray (5Y
4/2) from, olive gray (5Y-5/2), (SP).
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows, and layers,
trace fine sand to fine gravel-sized shells in
matrix, loose, bioturbated, color alternates
between dark olive gray (5Y 3/2) and, very
dark gray (5Y-3/1), (SC).
End of Boring S-1Sample #S-1, Depth = 0.0' - 3.4'
Mean (mm): 0.13, Phi Sorting: 0.48
Shell: 7%, Fines (#200) - 4.99 (SP)
-5.1 Ft.
-5.1
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 14:42
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
6.4 Ft.
6. THICKNESS OF OVERBURDEN
7.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,587,116 Y = 342,896
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-05
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 6.0 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-05
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-06
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -3.7
Bottom Elev. (ft MLW): -10.4
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-5.3
-6.7
-9.9
-10.4
1.6
3.0
6.2
6.7
Clayey SAND; mostly fine to medium quartz
sand, little inorganic clay in matrix, burrows,
and layers, few fine sand to coarse
gravel-sized shells in matrix, loose,
bioturbated, color grades to very dark gray
(5Y 3/1) from, dark olive gray (5Y-3/2), (SC).
Poorly graded SAND; mostly fine to medium
quartz sand, few fine to medium sand-sized
shells in matrix, trace inorganic clay in
burrows and laminations, trace organic silt in
laminations, loose, subangular, gray
(5Y-5/1), (SP).
Clayey SAND; mostly fine to medium quartz
sand, some inorganic clay in matrix, burrows,
and layers, few fine sand to coarse
gravel-sized shells in matrix (primarily
between 5.6-6.2'), loose, bioturbated, very
dark gray (5Y-3/1), (SC).
Fat CLAY; mostly inorganic clay, few fine
quartz sand in matrix, trace fine sand to
coarse gravel-sized shells in matrix, medium
plasticity, soft, very dark greenish gray
(5GY-3/1), (CH).
End of Boring S-1S-2S-3Sample #S-1, Depth = 0.0' - 1.6'
Mean (mm): 0.16, Phi Sorting: 0.86
Shell: 7%, Fines (#200) - 25.66 (SM)
Sample #S-2, Depth = 1.6' - 3.0'
Mean (mm): 0.16, Phi Sorting: 0.43
Shell: 7%, Fines (#200) - 3.49 (SP)
Sample #S-3, Depth = 3.0' - 6.2'
Mean (mm): 0.19, Phi Sorting: 1.92
Shell: 10%, Fines (#200) - 29.33 (SM)
-3.7 Ft.
-3.7
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 13:19
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
6.7 Ft.
6. THICKNESS OF OVERBURDEN
8.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
3
DRILLING LOG
X = 2,586,817 Y = 343,001
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-06
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 5.1 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-06
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-07
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -1.5
Bottom Elev. (ft MLW): -10.8
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-4.5
-6.3
-6.8
-7.8
-8.0
-8.9
-10.1
-10.8
3.0
4.8
5.3
6.3
6.5
7.4
8.6
9.3
Poorly graded SAND; mostly fine quartz
sand, few fine to coarse sand-sized shells in
matrix, trace inorganic clay in burrows, loose,
subangular, olive gray (5Y-5/2), (SP).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, laminations, and layers, trace fine
to medium sand-sized shells in matrix, trace
wood fragments and organic silt in
laminations, loose, bioturbated, olive gray
(5Y-4/2), (SP-SC).
Clayey SAND; mostly fine to medium quartz
sand, little inorganic clay in matrix, burrows,
and laminations, trace fine to medium
sand-sized shells in matrix, loose, very dark
gray (5Y-3/1), (SC).
Poorly graded SAND; mostly fine quartz
sand, few fine to coarse sand-sized shells in
matrix, few inorganic clay in matrix and
burrows, loose, bioturbated, olive gray
(5Y-4/2), (SP-SC).
Sandy CLAY; mostly inorganic clay, some
fine to medium quartz sand in matrix and
burrows, trace fine sand-sized shells in
matrix, medium plasticity, soft, very dark
greenish gray (5GY-3/1), (CH).
Poorly graded SAND with clay; mostly fine to
medium quartz sand, few inorganic clay in
burrows, laminations, and layers, trace fine
sand to coarse gravel-sized shells in matrix,
loose, bioturbated, olive gray (5Y-4/2),
(SP-SC).
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows,
laminations, and layers, trace fine sand to
fine gravel-sized shells in matrix, loose,
bioturbated, very dark gray (5Y-3/1), (SC).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in burrows, loose,
subangular, gray (5Y-5/1), (SP).
End of Boring S-1S-2S-3S-4S-5S-6Sample #S-1, Depth = 0.0' - 3.0'
Mean (mm): 0.17, Phi Sorting: 0.46
Shell: 8%, Fines (#200) - 1.86 (SP)
Sample #S-2, Depth = 3.0' - 4.8'
Mean (mm): 0.14, Phi Sorting: 0.44
Shell: 5%, Fines (#200) - 6.76 (SP-SM)
Sample #S-3, Depth = 4.8' - 5.3'
Mean (mm): 0.13, Phi Sorting: 0.54
Shell: 3%, Fines (#200) - 18.71 (SM)
Sample #S-4, Depth = 5.3' - 6.3'
Mean (mm): 0.14, Phi Sorting: 0.39
Shell: 8%, Fines (#200) - 7.42 (SP-SM)
Sample #S-5, Depth = 6.3' - 6.5'
Mean (mm): 0.13, Phi Sorting: 0.47
Shell: 2%, Fines (#200) - 69.85 (MH)
Sample #S-6, Depth = 6.5' - 7.4'
Mean (mm): 0.16, Phi Sorting: 0.96
Shell: 11%, Fines (#200) - 10.85 (SP-SM)
-1.5 Ft.
-1.5
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 13:07
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
9.3 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
6
DRILLING LOG
X = 2,586,936 Y = 343,601
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3.DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORING
VERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-07
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 2.9 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-07
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-08
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.9
Bottom Elev. (ft MLW): -12.6
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-3.0
-4.1
-5.6
-8.2
-9.1
-10.2
-12.6
0.1
1.2
2.7
5.3
6.2
7.3
9.7
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in burrows, trace
fine to medium sand-sized shells in matrix,
loose, subangular, olive gray (5Y-4/2), (SP).
Clayey SAND; mostly fine to medium quartz
sand, little inorganic clay in matrix, trace fine
sand to fine gravel-sized shells in matrix,
loose, bioturbated, very dark gray (5Y-3/1),
(SC).
Clayey SAND; mostly fine quartz sand, some
fine sand to coarse gravel-sized shells in
matrix, little inorganic clay in matrix, low
plasticity, soft, very dark gray (5Y-3/1), (SC).
Clayey SAND; mostly fine quartz sand, some
inorganic clay in matrix, little fine sand to fine
gravel-sized shells in matrix, medium to low
plasticity, soft, very dark greenish gray
(5GY-3/1), (SC).
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows,
laminations, and layers, trace fine to coarse
sand-sized shells in matrix, loose,
bioturbated, dark olive gray (5Y-3/2), (SC).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, and laminations, trace fine to
coarse sand-sized shells in matrix, loose,
bioturbated, dark olive gray (5Y-3/2),
(SP-SC).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in burrows and
laminations, trace fine to medium sand-sized
shells in matrix, loose, subangular,
bioturbated, dark gray (5Y-4/1), (SP).
End of Boring S-1S-2S-3Sample #S-1, Depth = 0.0' - 1.2'
Mean (mm): 0.13, Phi Sorting: 0.73
Shell: 5%, Fines (#200) - 18.45 (SM)
Sample #S-2, Depth = 1.2' - 2.7'
Mean (mm): 1.57, Phi Sorting: 2.84
Shell: 47%, Fines (#200) - 21.12 (SM)
Sample #S-3, Depth = 2.7' - 5.3'
Mean (mm): 0.65, Phi Sorting: 2.57
Shell: 25%, Fines (#200) - 37.47 (SM)
-2.9 Ft.
-2.9
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 12:52
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
9.7 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
3
DRILLING LOG
X = 2,586,593 Y = 344,020
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-08
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 4.5 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-08
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-09
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -9.1
Bottom Elev. (ft MLW): -17.6
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-10.5
-14.0
-14.6
-16.5
-17.6
1.4
4.9
5.5
7.4
8.5
Clayey SAND; mostly fine quartz sand, some
inorganic clay in matrix and layers, loose,
bioturbated, very dark gray (5Y-3/1), (SC).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in burrows,
laminations, and layers (primarily between
2.2-2.6' and 3.5-3.7'), trace fine sand to fine
gravel-sized shells in matrix, loose,
subangular, color grades to gray (5Y 5/1)
from, dark gray (5Y-4/1), (SP).
Poorly graded SAND with clay; mostly fine to
medium quartz sand, few fine sand to fine
gravel-sized shells in matrix, few inorganic
clay in matrix, loose, dark gray (5Y-4/1),
(SP-SC).
Sandy CLAY; mostly inorganic clay, some
fine quartz sand in matrix and burrows, trace
fine sand to coarse gravel-sized shells in
matrix, low plasticity, soft, very dark greenish
gray (5GY-3/1), (CL).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in burrows,
few organic silt in burrows and matrix, loose,
bioturbated, color alternates between very
dark greenish gray (5GY 3/1) and, very dark
brown (10YR-2/2), (SP-SC).
End of Boring
-9.1 Ft.
-9.1
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 12:37
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
8.5 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
0
DRILLING LOG
X = 2,586,643 Y = 344,549
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-09
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 10.8 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-09
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-10
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -6.9
Bottom Elev. (ft MLW): -16.5
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-8.3
-9.9
-14.4
-16.5
1.4
3.0
7.5
9.6
Sandy CLAY; mostly inorganic clay, little fine
quartz sand in matrix and burrows, trace fine
to coarse sand-sized shells in matrix, trace
organic silt in matrix, medium plasticity, soft,
very dark gray (5Y-3/1), (CH).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, and laminations, trace fine sand to
coarse gravel-sized shells in matrix, loose,
bioturbated, gray (5Y-5/1), (SP-SC).
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows,
laminations, and layers, trace fine sand to
coarse gravel-sized shells in matrix (primarily
between 3.0-4.8'), loose, bioturbated, dark
olive gray (5Y-3/2), (SC).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, and laminations, trace fine to
coarse sand-sized shells in matrix (primarily
between 9.0-9.6'), loose, bioturbated, sand
size increases at 9.0', olive gray (5Y-4/2),
(SP-SC).
End of Boring S-1Sample #S-1, Depth = 0.0' - 1.4'
Mean (mm): 0.10, Phi Sorting: 0.50
Shell: 1%, Fines (#200) - 74.86 (MH)
-6.9 Ft.
-6.9
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 12:12
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
9.6 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
1
DRILLING LOG
X = 2,586,353 Y = 344,985
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-10
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 8.7 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-10
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-11
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -9.1
Bottom Elev. (ft MLW): -15.9
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-9.2
-10.6
-15.9
0.1
1.5
6.8
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix and
burrows, loose, olive gray (5Y-5/2), (SP-SC).
Sandy CLAY; mostly inorganic clay, some
fine quartz sand in matrix and burrows, trace
fine to coarse sand-sized shells in matrix, low
plasticity, soft, black (5Y-2.5/2), (CL).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, laminations, and layers, trace fine
to coarse sand-sized shells in layer between
1.9-2.2', loose, bioturbated, olive gray
(5Y-4/2), (SP-SC).
End of Boring
-9.1 Ft.
-9.1
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 11:57
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
6.8 Ft.
6. THICKNESS OF OVERBURDEN
8.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
0
DRILLING LOG
X = 2,586,347 Y = 345,501
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-11
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 11.1 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-11
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-12
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.4
Bottom Elev. (ft MLW): -11.2
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-7.9
-11.2
2.5
5.8
Clayey SAND; mostly fine to medium quartz
sand, some inorganic clay in matrix, trace
fine to coarse sand-sized shells in matrix,
trace organic silt in matrix, burrows, and
laminations, medium plasticity, soft, black
(5Y-2.5/1), (CL).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in burrows,
trace organic silt in burrows (primarily
between 2.5-3.8'), loose, bioturbated,
(10Y-5/2), (SP-SC).
End of Boring S-1S-2Sample #S-1, Depth = 0.0' - 2.5'
Mean (mm): 0.14, Phi Sorting: 0.87
Shell: 4%, Fines (#200) - 44.02 (SM)
Sample #S-2, Depth = 2.5' - 5.8'
Mean (mm): 0.11, Phi Sorting: 0.47
Shell: 0%, Fines (#200) - 10.42 (SP-SM)
-5.4 Ft.
-5.4
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 11:43
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
5.8 Ft.
6. THICKNESS OF OVERBURDEN
7.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
2
DRILLING LOG
X = 2,586,092 Y = 345,937
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-12
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 7.4 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-12
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19
0
1
2
3
4
5
6
7
8
9
10
5
OFC-13
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.1
Bottom Elev. (ft MLW): -13.4
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-6.3
-7.5
-9.3
-12.3
-13.5
1.2
2.4
4.2
7.2
8.4
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows, and layers,
trace fine to medium sand-sized shells in
matrix, loose, bioturbated, black (5Y-2.5/1),
(SC).
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, laminations, and layers, trace fine
to coarse sand-sized shells in matrix, trace
organic silt in matrix and burrows, loose,
bioturbated, dark grayish brown (2.5Y-4/2),
(SP-SC).
Poorly graded SAND with clay; mostly fine to
medium quartz sand, few inorganic clay in
burrows, trace medium sand to fine
gravel-sized quartz in matrix and in
lamination at 4.0-4.1', loose, bioturbated,
color grades to olive (5Y 5/4) from, greenish
gray (10Y-6/1), (SP-SC).
Sandy CLAY; mostly inorganic clay in layers,
little fine quartz sand in layers at 5.0-5.2' and
5.5-5.8', few medium sand to fine
gravel-sized quartz in matrix at 6.0-6.2' and
6.5-7.0', soft/loose, color alternates between
dark grayish brown (2.5Y 4/2) and, dark
yellowish brown (10YR-4/4), (CL).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic clay in burrows, loose,
subangular, bioturbated, pale yellow
(2.5Y-7/3), (SP).
End of Boring S-1S-2S-3Sample #S-1, Depth = 0.0' - 1.2'
Mean (mm): 0.14, Phi Sorting: 0.56
Shell: 2%, Fines (#200) - 24.26 (SM)
Sample #S-2, Depth = 1.2' - 2.4'
Mean (mm): 0.15, Phi Sorting: 0.60
Shell: 2%, Fines (#200) - 8.78 (SP-SM)
Sample #S-3, Depth = 2.4' - 4.2'
Mean (mm): 0.13, Phi Sorting: 0.69
Shell: 0%, Fines (#200) - 9.16 (SP-SM)
-5.1 Ft.
-5.1
01-22-19
0.0
LOCATION COORDINATES
1. PROJECT
01-22-19 11:23
Carteret County, North Carolina
NAD 1983 MLW
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
NC State Plane
8.3 Ft.
6. THICKNESS OF OVERBURDEN
10.0 Ft.
STARTED
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
3
DRILLING LOG
X = 2,586,031 Y = 346,326
CONTRACTOR FILE NO.
VERTICALHORIZONTAL
P. McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
A. Freeze
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
15. DATE BORINGVERTICAL
INCLINED
Moffatt & Nichol
0.0 Ft.
OFC-13
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
AUTO HAMMER
MANUAL HAMMER
COMPLETED
0.0 Ft.
3.0 In.
Athena Technologies, Inc.
14. WATER DEPTH 7.2 Ft.
CLIENT PROJECT OWNER
BOX ORSAMPLE0
5
10
15LEGEND%REC.REMARKS
Boring Designation OFC-13
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
ELEV.(ft)CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesSCALE(ft)FLORIDA DEP ROSS M&N DEER CREEK AND OLD FERRY CHANNEL NC.GPJ FL DEP ROSS.GDT 3/12/19

1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com
APPENDIX B
Laboratory Analytical Reports
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0.2/2.8
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 48.99
160.87 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.39 99.65 100 0.39
#3.5 5.600 0.00 99.65 0 0.00
#4 4.750 0.00 99.65 0 0.00
#5 4.000 0.13 99.54 100 0.13
#7 2.800 0.18 99.37 100 0.18
#10 2.000 0.19 99.20 100 0.19
#14 1.400 0.21 99.02 100 0.21
#18 1.000 0.22 98.82 100 0.22
#25 0.710 0.31 98.54 90 0.28
#35 0.500 0.53 98.07 50 0.27
#45 0.355 1.15 97.04 30 0.35
#60 0.250 3.34 94.06 10 0.33
#80 0.180 8.82 86.17 5 0.44
#120 0.125 22.50 66.06 0 0.00
#170 0.090 21.15 47.16 0 0.00
#200 0.075 12.52 35.97 0 0.00
#230 0.063 5.40 31.14 0 0.00
Total Shell Content: 3
DC-1
SILTY SAND, mostly medium to fine-grained quartz, some silt, trace coarse to fine
sand-size shell fragments, trace fine gravel-size shell fragments (SM) 5Y 8/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
3
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-1
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0.2/2.8 SILTY SAND, mostly medium to fine-
grained quartz, some silt, trace coarse to
fine sand-size shell fragments, trace fine
gravel-size shell fragments (SM) 5Y 8/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:2.8/3.6
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 50.94
179.66 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.01 99.99 100 0.01
#10 2.000 0.01 99.98 100 0.01
#14 1.400 0.12 99.89 50 0.06
#18 1.000 0.14 99.78 30 0.04
#25 0.710 0.37 99.50 50 0.19
#35 0.500 0.73 98.93 20 0.15
#45 0.355 2.02 97.36 10 0.20
#60 0.250 7.76 91.33 5 0.39
#80 0.180 23.13 73.36 0 0.00
#120 0.125 54.75 30.83 0 0.00
#170 0.090 19.72 15.51 0 0.00
#200 0.075 4.06 12.35 0 0.00
#230 0.063 1.36 11.30 0 0.00
Total Shell Content: 1
DC-1
SILTY SAND, mostly fine-grained quartz, little silt, trace medium to fine sand-sized
shell fragments, trace fibrous and amorphous organic matter (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
1
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-1
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 2.8/3.6 SILTY SAND, mostly fine-grained quartz,
little silt, trace medium to fine sand-sized
shell fragments, trace fibrous and
amorphous organic matter (SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/2.0
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 50.32
165.87 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.53 99.54 100 0.53
#3.5 5.600 1.23 98.48 100 1.23
#4 4.750 0.01 98.47 100 0.01
#5 4.000 0.23 98.27 100 0.23
#7 2.800 0.40 97.92 100 0.40
#10 2.000 0.30 97.66 100 0.30
#14 1.400 0.51 97.22 70 0.36
#18 1.000 0.59 96.71 90 0.53
#25 0.710 0.66 96.14 70 0.46
#35 0.500 1.06 95.22 50 0.53
#45 0.355 2.20 93.32 30 0.66
#60 0.250 4.36 89.55 20 0.87
#80 0.180 6.76 83.70 5 0.34
#120 0.125 15.66 70.14 0 0.00
#170 0.090 15.36 56.85 0 0.00
#200 0.075 9.24 48.85 0 0.00
#230 0.063 4.49 44.97 0 0.00
Total Shell Content: 6
DC-2
SILTY SAND, mostly fine-grained quartz, some silt, trace coarse to fine sand-size
shell fragments, trace fine gravel-size shell fragments, trace fibrous and amorphous
organic matter (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
6
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-2
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/2.0 SILTY SAND, mostly fine-grained quartz,
some silt, trace coarse to fine sand-size
shell fragments, trace fine gravel-size shell
fragments, trace fibrous and amorphous
organic matter (SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:2.0/3.4
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 51.99
173.78 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.18 99.85 0 0.00
#14 1.400 0.24 99.66 10 0.02
#18 1.000 0.36 99.36 0 0.00
#25 0.710 0.60 98.87 0 0.00
#35 0.500 1.49 97.64 0 0.00
#45 0.355 3.63 94.66 0 0.00
#60 0.250 10.39 86.13 0 0.00
#80 0.180 22.82 67.39 0 0.00
#120 0.125 45.77 29.81 0 0.00
#170 0.090 13.83 18.46 0 0.00
#200 0.075 2.73 16.22 0 0.00
#230 0.063 1.21 15.22 0 0.00
Total Shell Content: 0
DC-2
SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine
sand-size shell fragments, trace fibrous and amorphous organic matter (SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-2
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 2.0/3.4 SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace medium to
fine sand-size shell fragments, trace
fibrous and amorphous organic matter
(SM) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/3.9
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 50.15
151.20 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.18 99.82 0 0.00
#14 1.400 0.43 99.40 0 0.00
#18 1.000 0.58 98.82 0 0.00
#25 0.710 0.74 98.09 10 0.07
#35 0.500 0.77 97.33 0 0.00
#45 0.355 0.72 96.62 5 0.04
#60 0.250 0.92 95.71 0 0.00
#80 0.180 1.41 94.31 0 0.00
#120 0.125 4.58 89.78 0 0.00
#170 0.090 4.42 85.40 0 0.00
#200 0.075 2.91 82.52 0 0.00
#230 0.063 2.00 80.54 0 0.00
Total Shell Content: 0
DC-3
ELASTIC SILT with sand, little fine-grained quartz sand, trace silt, trace fine sand-
sized shell fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-3
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/3.9 ELASTIC SILT with sand, little fine-grained
quartz sand, trace silt, trace fine sand-
sized shell fragments, trace fibrous and
amorphous organic matter (MH) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:3.9/5.8
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 49.71
181.53 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.01 99.99 0 0.00
#5 4.000 0.02 99.98 0 0.00
#7 2.800 0.14 99.87 0 0.00
#10 2.000 0.15 99.76 0 0.00
#14 1.400 0.29 99.54 0 0.00
#18 1.000 0.60 99.08 0 0.00
#25 0.710 1.20 98.17 0 0.00
#35 0.500 2.67 96.15 0 0.00
#45 0.355 5.99 91.60 0 0.00
#60 0.250 16.92 78.77 0 0.00
#80 0.180 33.17 53.60 0 0.00
#120 0.125 49.75 15.86 0 0.00
#170 0.090 13.01 5.99 0 0.00
#200 0.075 2.20 4.32 0 0.00
#230 0.063 0.53 3.92 0 0.00
Total Shell Content: 0
DC-3
SAND, poorly-graded, mostly medium to fine-grained quartz, trace silt, trace fibrous
and amorphous organic matter (SP) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-3
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 3.9/5.8 SAND, poorly-graded, mostly medium to
fine-grained quartz, trace silt, trace fibrous
and amorphous organic matter (SP) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/2.1
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 50.07
105.33 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.00 100.00 0 0.00
#14 1.400 0.01 99.98 10 0.00
#18 1.000 0.01 99.96 10 0.00
#25 0.710 0.01 99.95 10 0.00
#35 0.500 0.02 99.91 20 0.00
#45 0.355 0.05 99.82 50 0.03
#60 0.250 0.22 99.42 10 0.02
#80 0.180 0.53 98.46 0 0.00
#120 0.125 1.39 95.95 0 0.00
#170 0.090 0.78 94.53 0 0.00
#200 0.075 0.35 93.90 0 0.00
#230 0.063 0.21 93.52 0 0.00
Total Shell Content: 0
DC-4
ELASTIC SILT, few fine-grained quartz sand, trace medium to fine sand-sized shell
fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-4
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/2.1 ELASTIC SILT, few fine-grained quartz
sand, trace medium to fine sand-sized
shell fragments, trace fibrous and
amorphous organic matter (MH) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/0.6
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 51.06
137.74 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.42 99.52 50 0.21
#4 4.750 0.01 99.50 0 0.00
#5 4.000 0.03 99.47 0 0.00
#7 2.800 1.11 98.19 50 0.56
#10 2.000 1.04 96.99 50 0.52
#14 1.400 1.58 95.17 50 0.79
#18 1.000 1.82 93.07 30 0.55
#25 0.710 2.20 90.53 20 0.44
#35 0.500 2.28 87.90 20 0.46
#45 0.355 2.54 84.97 20 0.51
#60 0.250 4.11 80.23 10 0.41
#80 0.180 6.94 72.22 5 0.35
#120 0.125 19.66 49.54 0 0.00
#170 0.090 9.08 39.06 0 0.00
#200 0.075 2.82 35.81 0 0.00
#230 0.063 1.37 34.23 0 0.00
Total Shell Content: 6
DC-5
SILTY SAND, mostly fine-grained quartz, some silt, few coarse to fine sand-size shell
fragments, trace fine gravel-size shell fragments, trace fibrous and amorphous
organic matter (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
6
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-5
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/0.6 SILTY SAND, mostly fine-grained quartz,
some silt, few coarse to fine sand-size
shell fragments, trace fine gravel-size shell
fragments, trace fibrous and amorphous
organic matter (SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0.6/1.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 51.66
129.65 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.29 99.63 0 0.00
#4 4.750 0.01 99.62 0 0.00
#5 4.000 0.11 99.47 0 0.00
#7 2.800 0.33 99.05 5 0.02
#10 2.000 0.59 98.29 30 0.18
#14 1.400 0.74 97.35 20 0.15
#18 1.000 1.09 95.95 20 0.22
#25 0.710 1.47 94.06 20 0.29
#35 0.500 1.94 91.58 20 0.39
#45 0.355 2.54 88.32 20 0.51
#60 0.250 4.50 82.55 10 0.45
#80 0.180 8.97 71.05 0 0.00
#120 0.125 32.62 29.22 0 0.00
#170 0.090 12.84 12.76 0 0.00
#200 0.075 2.46 9.60 0 0.00
#230 0.063 0.93 8.41 0 0.00
Total Shell Content: 3
DC-5
SAND, poorly-graded with silt, mostly medium to fine-grained quartz, few silt, trace
coarse to fine sand-size shell and rock fragments, trace fine gravel-size rock
fragments, trace fibrous and amorphous organic matter (SP-SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
3
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-5
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 0.6/1.2 SAND, poorly-graded with silt, mostly
medium to fine-grained quartz, few silt,
trace coarse to fine sand-size shell and
rock fragments, trace fine gravel-size rock
fragments, trace fibrous and amorphous
organic matter (SP-SM) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:1.2/3.0
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 50.71
208.21 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.36 99.77 100 0.36
5/16 7.938 0.00 99.77 0 0.00
#3.5 5.600 0.00 99.77 0 0.00
#4 4.750 0.04 99.75 100 0.04
#5 4.000 0.06 99.71 100 0.06
#7 2.800 0.17 99.60 100 0.17
#10 2.000 0.18 99.49 100 0.18
#14 1.400 0.29 99.30 100 0.29
#18 1.000 0.27 99.13 100 0.27
#25 0.710 0.29 98.95 90 0.26
#35 0.500 0.34 98.73 70 0.24
#45 0.355 0.40 98.48 50 0.20
#60 0.250 1.48 97.54 30 0.44
#80 0.180 9.41 91.56 10 0.94
#120 0.125 74.46 44.29 0 0.00
#170 0.090 42.11 17.55 0 0.00
#200 0.075 11.88 10.01 0 0.00
#230 0.063 4.73 7.00 0 0.00
Total Shell Content: 2
DC-5
SAND, poorly-graded with silt, mostly fine-grained quartz, few silt, trace coarse to
fine sand-size shell fragments, trace fine gravel-size shell fragments (SP-SM) 5Y 7/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
2
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-5
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 1.2/3.0 SAND, poorly-graded with silt, mostly fine-
grained quartz, few silt, trace coarse to fine
sand-size shell fragments, trace fine gravel-
size shell fragments (SP-SM) 5Y 7/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:3.0/3.9
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-4
Description:
Tare Weight, (g): 49.62
178.18 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.13 99.90 100 0.13
#10 2.000 0.12 99.81 98 0.12
#14 1.400 0.48 99.43 95 0.46
#18 1.000 1.30 98.42 90 1.17
#25 0.710 2.56 96.43 70 1.79
#35 0.500 3.02 94.08 60 1.81
#45 0.355 2.59 92.07 50 1.30
#60 0.250 4.22 88.78 30 1.27
#80 0.180 8.37 82.27 10 0.84
#120 0.125 23.64 63.88 5 1.18
#170 0.090 17.92 49.95 0 0.00
#200 0.075 6.50 44.89 0 0.00
#230 0.063 3.20 42.40 0 0.00
Total Shell Content: 8
DC-5
SILTY SAND, mostly fine-grained quartz, some silt, few medium to fine sand-sized
shell fragments (SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
8
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-5
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-4 3.0/3.9 SILTY SAND, mostly fine-grained quartz,
some silt, few medium to fine sand-sized
shell fragments (SM) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 48.96
112.30 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.57 99.10 0 0.00
#4 4.750 0.00 99.10 0 0.00
#5 4.000 0.00 99.10 0 0.00
#7 2.800 0.64 98.09 0 0.00
#10 2.000 0.36 97.52 0 0.00
#14 1.400 0.44 96.83 5 0.02
#18 1.000 0.47 96.08 5 0.02
#25 0.710 0.56 95.20 5 0.03
#35 0.500 0.51 94.40 5 0.03
#45 0.355 0.63 93.40 0 0.00
#60 0.250 1.03 91.77 0 0.00
#80 0.180 3.87 85.66 0 0.00
#120 0.125 25.44 45.50 0 0.00
#170 0.090 11.25 27.74 0 0.00
#200 0.075 1.24 25.78 0 0.00
#230 0.063 0.49 25.01 0 0.00
Total Shell Content: 0
DC-6
SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine
sand-size shell fragments, trace fine gravel size rock fragments, trace fibrous and
amorphous matter (SM) 5Y 3/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-6
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0 SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace coarse to
fine sand-size shell fragments, trace fine
gravel size rock fragments, trace fibrous
and amorphous matter (SM) 5Y 3/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/3.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 51.52
214.56 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.01 99.99 100 0.01
#10 2.000 0.01 99.99 100 0.01
#14 1.400 0.08 99.94 98 0.08
#18 1.000 0.16 99.84 95 0.15
#25 0.710 0.23 99.70 90 0.21
#35 0.500 0.25 99.55 80 0.20
#45 0.355 0.35 99.33 70 0.25
#60 0.250 3.21 97.36 30 0.96
#80 0.180 28.27 80.02 5 1.41
#120 0.125 95.09 21.70 0 0.00
#170 0.090 26.65 5.35 0 0.00
#200 0.075 3.02 3.50 0 0.00
#230 0.063 0.71 3.07 0 0.00
Total Shell Content: 2
DC-7
SAND, poorly-graded, mostly fine-grained quartz, trace silt, trace medium to fine
sand-sized shell fragments (SP) 5Y 7/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
2
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-7
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/3.2 SAND, poorly-graded, mostly fine-grained
quartz, trace silt, trace medium to fine
sand-sized shell fragments (SP) 5Y 7/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/1.0
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 52.32
198.10 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 2.97 97.96 100 2.97
#3.5 5.600 0.70 97.48 100 0.70
#4 4.750 0.00 97.48 0 0.00
#5 4.000 0.02 97.47 100 0.02
#7 2.800 0.28 97.28 100 0.28
#10 2.000 0.07 97.23 100 0.07
#14 1.400 0.21 97.08 100 0.21
#18 1.000 0.24 96.92 98 0.24
#25 0.710 0.36 96.67 90 0.32
#35 0.500 0.38 96.41 80 0.30
#45 0.355 0.76 95.89 50 0.38
#60 0.250 5.41 92.18 30 1.62
#80 0.180 27.30 73.45 5 1.37
#120 0.125 82.73 16.70 0 0.00
#170 0.090 19.16 3.56 0 0.00
#200 0.075 1.93 2.24 0 0.00
#230 0.063 0.42 1.95 0 0.00
Total Shell Content: 6
DC-8
SAND, poorly-graded, mostly fine-grained quartz, few coarse to fine sand-sized shell
fragments, trace silt, trace fine gravel-size shell fragments (SP) 5Y 7/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
6
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-8
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/1.0 SAND, poorly-graded, mostly fine-grained
quartz, few coarse to fine sand-sized shell
fragments, trace silt, trace fine gravel-size
shell fragments (SP) 5Y 7/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/0.5
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 51.36
226.11 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 14.51 91.70 100 14.51
5/8"16.000 4.13 89.33 100 4.13
7/16 11.112 7.57 85.00 100 7.57
5/16 7.938 4.49 82.43 100 4.49
#3.5 5.600 2.74 80.86 100 2.74
#4 4.750 0.97 80.31 100 0.97
#5 4.000 1.94 79.20 100 1.94
#7 2.800 1.99 78.06 100 1.99
#10 2.000 1.88 76.98 100 1.88
#14 1.400 2.11 75.78 100 2.11
#18 1.000 1.43 74.96 95 1.36
#25 0.710 1.07 74.35 70 0.75
#35 0.500 1.34 73.58 60 0.80
#45 0.355 4.22 71.16 40 1.69
#60 0.250 13.86 63.23 20 2.77
#80 0.180 36.20 42.52 5 1.81
#120 0.125 57.47 9.63 0 0.00
#170 0.090 10.48 3.63 0 0.00
#200 0.075 1.54 2.75 0 0.00
#230 0.063 0.40 2.52 0 0.00
Total Shell Content: 29
DC-9
SAND, poorly-graded, mostly medium to fine-grained quartz, little coarse to fine
sand-size shell fragments, few coarse to fine gravel-size shell fragments, trace silt
(SP) 5Y 7/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
29
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-9
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/0.5 SAND, poorly-graded, mostly medium to
fine-grained quartz, little coarse to fine
sand-size shell fragments, few coarse to
fine gravel-size shell fragments, trace silt
(SP) 5Y 7/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0.5/1.6
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 51.82
160.44 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 7.46 93.13 100 7.46
5/8"16.000 7.03 86.66 100 7.03
7/16 11.112 6.57 80.61 100 6.57
5/16 7.938 6.34 74.77 100 6.34
#3.5 5.600 2.46 72.51 100 2.46
#4 4.750 0.97 71.62 100 0.97
#5 4.000 0.55 71.11 100 0.55
#7 2.800 1.47 69.76 100 1.47
#10 2.000 1.39 68.48 100 1.39
#14 1.400 1.10 67.46 100 1.10
#18 1.000 0.90 66.64 98 0.88
#25 0.710 0.88 65.83 95 0.84
#35 0.500 0.83 65.06 70 0.58
#45 0.355 0.84 64.29 60 0.50
#60 0.250 1.42 62.98 40 0.57
#80 0.180 3.18 60.05 20 0.64
#120 0.125 13.48 47.64 5 0.67
#170 0.090 15.02 33.82 0 0.00
#200 0.075 7.26 27.13 0 0.00
#230 0.063 2.94 24.42 0 0.00
Total Shell Content: 37
DC-9
SILTY SAND, mostly medium to fine-grained quartz sand, little coarse to fine sand-
size shell fragments, little silt, little coarse to fine gravel-size shell fragments (SM)
5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
37
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-9
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 0.5/1.6 SILTY SAND, mostly medium to fine-
grained quartz sand, little coarse to fine
sand-size shell fragments, little silt, little
coarse to fine gravel-size shell fragments
(SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:1.6/2.7
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 51.40
166.20 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 2.87 97.50 100 2.87
5/8"16.000 0.00 97.50 0 0.00
7/16 11.112 0.00 97.50 0 0.00
5/16 7.938 0.00 97.50 0 0.00
#3.5 5.600 0.00 97.50 0 0.00
#4 4.750 0.00 97.50 0 0.00
#5 4.000 0.06 97.45 100 0.06
#7 2.800 0.10 97.36 100 0.10
#10 2.000 0.26 97.13 100 0.26
#14 1.400 0.28 96.89 100 0.28
#18 1.000 0.40 96.54 98 0.39
#25 0.710 0.44 96.16 50 0.22
#35 0.500 0.59 95.64 20 0.12
#45 0.355 0.61 95.11 10 0.06
#60 0.250 0.95 94.29 10 0.10
#80 0.180 1.97 92.57 5 0.10
#120 0.125 25.16 70.65 1 0.25
#170 0.090 41.42 34.57 0 0.00
#200 0.075 12.03 24.09 0 0.00
#230 0.063 3.24 21.27 0 0.00
Total Shell Content: 4
DC-9
SILTY SAND, mostly fine-grained quartz, little silt, trace coarse to fine sand-size
shell fragments, trace coarse to fine gravel-size shell fragments (SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
4
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.DC-9
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 1.6/2.7 SILTY SAND, mostly fine-grained quartz,
little silt, trace coarse to fine sand-size
shell fragments, trace coarse to fine gravel-
size shell fragments (SM) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/2.4
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 51.07
153.69 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.00 100.00 0 0.00
#14 1.400 0.04 99.96 2 0.00
#18 1.000 0.04 99.92 5 0.00
#25 0.710 0.06 99.86 10 0.01
#35 0.500 0.07 99.80 50 0.04
#45 0.355 0.06 99.74 50 0.03
#60 0.250 0.29 99.45 20 0.06
#80 0.180 3.36 96.18 0 0.00
#120 0.125 11.09 85.37 0 0.00
#170 0.090 6.60 78.94 0 0.00
#200 0.075 5.46 73.62 0 0.00
#230 0.063 4.22 69.51 0 0.00
Total Shell Content: 0
OFC-1
ELASTIC SILT with sand, little fine-grained quartz sand, trace fine sand-sized shell
fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-1
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/2.4 ELASTIC SILT with sand, little fine-grained
quartz sand, trace fine sand-sized shell
fragments, trace fibrous and amorphous
organic matter (MH) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/2.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 49.63
163.99 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.33 99.71 100 0.33
5/16 7.938 0.12 99.61 100 0.12
#3.5 5.600 0.22 99.41 100 0.22
#4 4.750 0.15 99.28 100 0.15
#5 4.000 0.10 99.20 100 0.10
#7 2.800 0.15 99.06 100 0.15
#10 2.000 0.47 98.65 100 0.47
#14 1.400 0.43 98.28 95 0.41
#18 1.000 0.47 97.87 90 0.42
#25 0.710 0.34 97.57 80 0.27
#35 0.500 0.43 97.19 50 0.22
#45 0.355 0.58 96.69 30 0.17
#60 0.250 3.49 93.63 10 0.35
#80 0.180 24.14 72.53 5 1.21
#120 0.125 41.79 35.98 0 0.00
#170 0.090 8.65 28.42 0 0.00
#200 0.075 2.99 25.80 0 0.00
#230 0.063 1.63 24.38 0 0.00
Total Shell Content: 4
OFC-2
SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine
sand-size shell fragments, trace fine gravel-size shell fragments, trace fibrous and
amorphous organic matter (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
4
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-2
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/2.2 SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace coarse to
fine sand-size shell fragments, trace fine
gravel-size shell fragments, trace fibrous
and amorphous organic matter (SM) 5Y
5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:2.2/4.4
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 49.53
190.17 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.00 100.00 0 0.00
#14 1.400 0.01 99.99 100 0.01
#18 1.000 0.01 99.99 50 0.01
#25 0.710 0.01 99.98 10 0.00
#35 0.500 0.21 99.83 5 0.01
#45 0.355 1.15 99.01 1 0.01
#60 0.250 8.39 93.05 0 0.00
#80 0.180 51.29 56.58 0 0.00
#120 0.125 72.27 5.19 0 0.00
#170 0.090 5.24 1.46 0 0.00
#200 0.075 0.27 1.27 0 0.00
#230 0.063 0.02 1.26 0 0.00
Total Shell Content: 0
OFC-2
SAND, poorly-graded, mostly medium to fine-grained quartz, trace silt, trace medium
to fine sand-sized shell fragments (SP) N 8/N
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-2
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 2.2/4.4 SAND, poorly-graded, mostly medium to
fine-grained quartz, trace silt, trace
medium to fine sand-sized shell fragments
(SP) N 8/N
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:4.4/5
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 50.60
191.44 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 2.30 98.37 100 2.30
7/16 11.112 10.40 90.98 100 10.40
5/16 7.938 5.58 87.02 100 5.58
#3.5 5.600 5.52 83.10 98 5.41
#4 4.750 2.42 81.38 100 2.42
#5 4.000 2.54 79.58 98 2.49
#7 2.800 4.37 76.48 98 4.28
#10 2.000 4.27 73.45 80 3.42
#14 1.400 3.98 70.62 70 2.79
#18 1.000 3.57 68.08 50 1.79
#25 0.710 3.76 65.41 50 1.88
#35 0.500 4.99 61.87 30 1.50
#45 0.355 6.90 56.97 20 1.38
#60 0.250 14.28 46.83 20 2.86
#80 0.180 33.19 23.27 10 3.32
#120 0.125 28.49 3.04 5 1.42
#170 0.090 1.64 1.87 0 0.00
#200 0.075 0.23 1.71 0 0.00
#230 0.063 0.01 1.70 0 0.00
Total Shell Content: 38
OFC-2
SAND, poorly-graded, mostly medium to fine-grained quartz, little coarse to fine
sand-size shell and rock fragments, little fine gravel-size shell and rock fragments,
trace silt (SP) N 8/N
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
38
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-2
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 4.4/5 SAND, poorly-graded, mostly medium to
fine-grained quartz, little coarse to fine
sand-size shell and rock fragments, little
fine gravel-size shell and rock fragments,
trace silt (SP) N 8/N
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/3.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 52.10
182.21 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.01 99.99 100 0.01
#14 1.400 0.02 99.98 100 0.02
#18 1.000 0.04 99.95 100 0.04
#25 0.710 0.08 99.88 90 0.07
#35 0.500 0.08 99.82 70 0.06
#45 0.355 0.16 99.70 50 0.08
#60 0.250 1.05 98.89 40 0.42
#80 0.180 11.62 89.96 20 2.32
#120 0.125 68.67 37.18 5 3.43
#170 0.090 37.61 8.28 0 0.00
#200 0.075 5.59 3.98 0 0.00
#230 0.063 1.25 3.02 0 0.00
Total Shell Content: 5
OFC-3
SAND, poorly-graded, mostly fine-grained quartz, few medium to fine sand-size shell
fragments, trace silt (SP) 5Y 7/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
5
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-3
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/3.2 SAND, poorly-graded, mostly fine-grained
quartz, few medium to fine sand-size shell
fragments, trace silt (SP) 5Y 7/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:3.2/4.9
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 50.36
166.35 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.05 99.96 100 0.05
#7 2.800 0.01 99.95 100 0.01
#10 2.000 0.02 99.93 100 0.02
#14 1.400 0.05 99.89 100 0.05
#18 1.000 0.08 99.82 98 0.08
#25 0.710 0.11 99.72 70 0.08
#35 0.500 0.12 99.62 50 0.06
#45 0.355 0.18 99.47 40 0.07
#60 0.250 0.50 99.03 30 0.15
#80 0.180 2.00 97.31 20 0.40
#120 0.125 37.90 64.63 10 3.79
#170 0.090 45.99 24.98 0 0.00
#200 0.075 11.61 14.98 0 0.00
#230 0.063 3.40 12.04 0 0.00
Total Shell Content: 4
OFC-3
SILTY SAND, mostly fine-grained quartz, little silt, trace coarse to fine sand-size
shell fragments (SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
4
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-3
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 3.2/4.9 SILTY SAND, mostly fine-grained quartz,
little silt, trace coarse to fine sand-size
shell fragments (SM) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:4.9/7.5
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 49.54
199.64 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 3.82 97.46 100 3.82
5/8"16.000 0.00 97.46 0 0.00
7/16 11.112 0.93 96.84 100 0.93
5/16 7.938 1.80 95.64 100 1.80
#3.5 5.600 1.07 94.92 100 1.07
#4 4.750 0.00 94.92 0 0.00
#5 4.000 0.07 94.88 100 0.07
#7 2.800 0.37 94.63 100 0.37
#10 2.000 0.15 94.53 100 0.15
#14 1.400 0.18 94.41 100 0.18
#18 1.000 0.31 94.20 100 0.31
#25 0.710 0.44 93.91 90 0.40
#35 0.500 0.67 93.46 50 0.34
#45 0.355 1.23 92.64 30 0.37
#60 0.250 7.21 87.84 20 1.44
#80 0.180 35.41 64.25 10 3.54
#120 0.125 48.00 32.27 5 2.40
#170 0.090 11.92 24.33 0 0.00
#200 0.075 5.65 20.57 0 0.00
#230 0.063 2.24 19.07 0 0.00
Total Shell Content: 11
OFC-3
SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sand-
size shell fragments, few medium to fine gravel-size shell fragments (SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
11
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-3
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 4.9/7.5 SILTY SAND, mostly medium to fine-
grained quartz, little silt, few coarse to fine
sand-size shell fragments, few medium to
fine gravel-size shell fragments (SM) 5Y
6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/8.1
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 51.30
180.19 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.17 99.87 100 0.17
#4 4.750 0.00 99.87 0 0.00
#5 4.000 0.07 99.81 100 0.07
#7 2.800 0.12 99.72 100 0.12
#10 2.000 0.21 99.56 100 0.21
#14 1.400 0.52 99.15 100 0.52
#18 1.000 1.16 98.25 98 1.14
#25 0.710 0.91 97.55 90 0.82
#35 0.500 0.83 96.90 60 0.50
#45 0.355 0.81 96.28 40 0.32
#60 0.250 2.35 94.45 30 0.71
#80 0.180 14.25 83.40 10 1.43
#120 0.125 43.03 50.01 5 2.15
#170 0.090 27.38 28.77 0 0.00
#200 0.075 7.56 22.90 0 0.00
#230 0.063 2.96 20.61 0 0.00
Total Shell Content: 6
OFC-4
SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sand-
size shell fragments (SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
6
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-4
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/8.1 SILTY SAND, mostly medium to fine-
grained quartz, little silt, few coarse to fine
sand-size shell fragments (SM) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/3.4
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 51.86
199.76 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.29 99.80 100 0.29
#3.5 5.600 0.03 99.78 100 0.03
#4 4.750 0.00 99.78 0 0.00
#5 4.000 0.00 99.78 0 0.00
#7 2.800 0.00 99.78 0 0.00
#10 2.000 0.02 99.77 100 0.02
#14 1.400 0.11 99.70 100 0.11
#18 1.000 0.08 99.64 100 0.08
#25 0.710 0.12 99.56 98 0.12
#35 0.500 0.12 99.48 90 0.11
#45 0.355 0.15 99.38 80 0.12
#60 0.250 0.61 98.97 70 0.43
#80 0.180 4.71 95.78 40 1.88
#120 0.125 71.65 47.34 10 7.17
#170 0.090 53.63 11.08 0 0.00
#200 0.075 9.00 4.99 0 0.00
#230 0.063 1.80 3.77 0 0.00
Total Shell Content: 7
OFC-5
SAND, poorly-graded, mostly fine-grained quartz, few coarse to fine sand-size shell
fragments, trace silt, trace fine gravel-size shell fragments (SP) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
7
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-5
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/3.4 SAND, poorly-graded, mostly fine-grained
quartz, few coarse to fine sand-size shell
fragments, trace silt, trace fine gravel-size
shell fragments (SP) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/1.6
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 52.05
184.61 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.43 99.68 100 0.43
#3.5 5.600 0.06 99.63 100 0.06
#4 4.750 0.00 99.63 0 0.00
#5 4.000 0.42 99.31 100 0.42
#7 2.800 0.51 98.93 100 0.51
#10 2.000 0.28 98.72 100 0.28
#14 1.400 0.26 98.52 100 0.26
#18 1.000 0.43 98.20 100 0.43
#25 0.710 0.45 97.86 90 0.41
#35 0.500 0.46 97.51 70 0.32
#45 0.355 0.56 97.09 60 0.34
#60 0.250 3.30 94.60 30 0.99
#80 0.180 21.98 78.02 10 2.20
#120 0.125 46.12 43.23 5 2.31
#170 0.090 17.31 30.17 0 0.00
#200 0.075 5.98 25.66 0 0.00
#230 0.063 2.73 23.60 0 0.00
Total Shell Content: 7
OFC-6
SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sand-
size shell fragments, trace fine gravel-size shell fragments (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
7
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-6
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/1.6 SILTY SAND, mostly medium to fine-
grained quartz, little silt, few coarse to fine
sand-size shell fragments, trace fine gravel-
size shell fragments (SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:1/1.6
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 51.24
168.06 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.08 99.93 100 0.08
#10 2.000 0.07 99.87 100 0.07
#14 1.400 0.11 99.78 100 0.11
#18 1.000 0.13 99.67 100 0.13
#25 0.710 0.21 99.49 90 0.19
#35 0.500 0.38 99.16 50 0.19
#45 0.355 0.74 98.53 30 0.22
#60 0.250 3.31 95.69 20 0.66
#80 0.180 27.60 72.07 10 2.76
#120 0.125 70.17 12.00 5 3.51
#170 0.090 9.09 4.22 0 0.00
#200 0.075 0.85 3.49 0 0.00
#230 0.063 0.31 3.23 0 0.00
Total Shell Content: 7
OFC-6
SAND, poorly-graded, mostly medium to fine-grained quartz, trace silt, few medium
to fine sand-sized shell fragments (SP) N 7/N
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
7
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-6
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 1/1.6 SAND, poorly-graded, mostly medium to
fine-grained quartz, trace silt, few medium
to fine sand-sized shell fragments (SP) N
7/N
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:3.0/6.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 49.92
159.54 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 4.12 96.24 100 4.12
7/16 11.112 0.00 96.24 0 0.00
5/16 7.938 0.00 96.24 0 0.00
#3.5 5.600 1.03 95.30 100 1.03
#4 4.750 0.32 95.01 100 0.32
#5 4.000 0.31 94.73 100 0.31
#7 2.800 0.72 94.07 100 0.72
#10 2.000 0.58 93.54 100 0.58
#14 1.400 0.67 92.93 100 0.67
#18 1.000 0.71 92.28 90 0.64
#25 0.710 0.75 91.60 50 0.38
#35 0.500 0.76 90.90 30 0.23
#45 0.355 0.74 90.23 20 0.15
#60 0.250 0.99 89.33 10 0.10
#80 0.180 2.50 87.05 10 0.25
#120 0.125 26.82 62.58 5 1.34
#170 0.090 28.22 36.84 0 0.00
#200 0.075 8.23 29.33 0 0.00
#230 0.063 3.43 26.20 0 0.00
Total Shell Content: 10
OFC-6
SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sand-
size shell fragments, few fine gravel-size shell fragments (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
10
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-6
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 3.0/6.2 SILTY SAND, mostly medium to fine-
grained quartz, little silt, few coarse to fine
sand-size shell fragments, few fine gravel-
size shell fragments (SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/3.0
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 50.47
196.99 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 3.01 97.95 100 3.01
5/8"16.000 0.00 97.95 0 0.00
7/16 11.112 0.00 97.95 0 0.00
5/16 7.938 0.00 97.95 0 0.00
#3.5 5.600 0.00 97.95 0 0.00
#4 4.750 0.00 97.95 0 0.00
#5 4.000 0.00 97.95 0 0.00
#7 2.800 0.18 97.82 100 0.18
#10 2.000 0.19 97.69 100 0.19
#14 1.400 0.12 97.61 100 0.12
#18 1.000 0.09 97.55 98 0.09
#25 0.710 0.12 97.47 95 0.11
#35 0.500 0.14 97.37 70 0.10
#45 0.355 0.20 97.24 60 0.12
#60 0.250 1.31 96.34 40 0.52
#80 0.180 28.05 77.20 10 2.81
#120 0.125 85.57 18.80 5 4.28
#170 0.090 21.95 3.82 0 0.00
#200 0.075 2.89 1.84 0 0.00
#230 0.063 0.63 1.41 0 0.00
Total Shell Content: 8
OFC-7
SAND, poorly-graded, mostly fine-grained quartz, few coarse to fine sand-size shell
fragments, trace coarse to fine gravel-size shell fragments, trace silt (SP) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
8
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-7
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/3.0 SAND, poorly-graded, mostly fine-grained
quartz, few coarse to fine sand-size shell
fragments, trace coarse to fine gravel-size
shell fragments, trace silt (SP) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:3.0/4.8
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 48.35
178.70 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.01 99.99 100 0.01
#10 2.000 0.15 99.88 100 0.15
#14 1.400 0.10 99.80 100 0.10
#18 1.000 0.16 99.68 90 0.14
#25 0.710 0.27 99.47 80 0.22
#35 0.500 0.30 99.24 50 0.15
#45 0.355 0.48 98.87 40 0.19
#60 0.250 1.00 98.11 30 0.30
#80 0.180 9.57 90.76 10 0.96
#120 0.125 76.08 32.40 5 3.80
#170 0.090 29.33 9.90 0 0.00
#200 0.075 4.07 6.77 0 0.00
#230 0.063 1.10 5.93 0 0.00
Total Shell Content: 5
OFC-7
SAND, poorly-graded with silt, mostly fine-grained quartz, few silt, few coarse to fine
sand-size shell fragments (SP-SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
5
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-7
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 3.0/4.8 SAND, poorly-graded with silt, mostly fine-
grained quartz, few silt, few coarse to fine
sand-size shell fragments (SP-SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:4.8/5.3
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 52.25
167.00 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.14 99.88 0 0.00
#14 1.400 0.26 99.65 10 0.03
#18 1.000 0.34 99.36 30 0.10
#25 0.710 0.36 99.04 30 0.11
#35 0.500 0.42 98.68 20 0.08
#45 0.355 0.44 98.29 20 0.09
#60 0.250 0.74 97.65 20 0.15
#80 0.180 4.30 93.90 20 0.86
#120 0.125 49.62 50.66 5 2.48
#170 0.090 30.19 24.35 0 0.00
#200 0.075 6.47 18.71 0 0.00
#230 0.063 1.99 16.98 0 0.00
Total Shell Content: 3
OFC-7
SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine
sand-sized shell fragments (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
3
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-7
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 4.8/5.3 SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace medium to
fine sand-sized shell fragments (SM) 5Y
5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:5.3/6.3
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-4
Description:
Tare Weight, (g): 49.97
188.30 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.05 99.96 100 0.05
#10 2.000 0.01 99.96 100 0.01
#14 1.400 0.12 99.87 100 0.12
#18 1.000 0.05 99.83 98 0.05
#25 0.710 0.09 99.77 95 0.09
#35 0.500 0.12 99.68 90 0.11
#45 0.355 0.25 99.50 70 0.18
#60 0.250 0.56 99.10 50 0.28
#80 0.180 9.96 91.90 20 1.99
#120 0.125 80.52 33.69 10 8.05
#170 0.090 30.98 11.29 0 0.00
#200 0.075 5.32 7.45 0 0.00
#230 0.063 1.44 6.40 0 0.00
Total Shell Content: 8
OFC-7
SAND, poorly-graded with silt, mostly fine-grained quartz, few coarse to fine sand-
size shell fragments, few silt (SP-SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
8
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-7
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-4 5.3/6.3 SAND, poorly-graded with silt, mostly fine-
grained quartz, few coarse to fine sand-
size shell fragments, few silt (SP-SM) 5Y
6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:6.3/6.5
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-5
Description:
Tare Weight, (g): 51.34
106.17 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.00 100.00 0 0.00
#14 1.400 0.00 100.00 0 0.00
#18 1.000 0.01 99.98 0 0.00
#25 0.710 0.05 99.89 10 0.01
#35 0.500 0.06 99.78 10 0.01
#45 0.355 0.08 99.64 10 0.01
#60 0.250 0.07 99.51 20 0.01
#80 0.180 0.94 97.79 10 0.09
#120 0.125 8.22 82.80 10 0.82
#170 0.090 5.38 72.99 5 0.00
#200 0.075 1.72 69.85 0 0.00
#230 0.063 0.77 68.45 0 0.00
Total Shell Content: 2
OFC-7
SANDY ELASTIC SILT, some medium to fine-grained quartz sand, trace fine sand-
sized shell fragments (MH) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
2
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-7
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-5 6.3/6.5 SANDY ELASTIC SILT, some medium to
fine-grained quartz sand, trace fine sand-
sized shell fragments (MH) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:6.5/7.4
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-6
Description:
Tare Weight, (g): 51.17
183.69 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 1.80 98.64 100 1.80
5/8"16.000 0.00 98.64 0 0.00
7/16 11.112 0.00 98.64 0 0.00
5/16 7.938 0.89 97.97 100 0.89
#3.5 5.600 0.46 97.62 100 0.46
#4 4.750 0.00 97.62 0 0.00
#5 4.000 0.17 97.49 100 0.17
#7 2.800 0.50 97.12 100 0.50
#10 2.000 0.55 96.70 100 0.55
#14 1.400 0.54 96.29 100 0.54
#18 1.000 0.49 95.93 90 0.44
#25 0.710 0.57 95.50 70 0.40
#35 0.500 0.70 94.97 60 0.42
#45 0.355 0.55 94.55 50 0.28
#60 0.250 1.64 93.31 30 0.49
#80 0.180 10.51 85.38 20 2.10
#120 0.125 54.84 44.00 10 5.48
#170 0.090 35.33 17.34 0 0.00
#200 0.075 8.57 10.87 0 0.00
#230 0.063 2.45 9.03 0 0.00
Total Shell Content: 11
OFC-7
SAND, poorly-graded with silt, mostly medium to fine-grained quartz, few silt, few
coarse to fine sand-size shell fragments, trace coarse to fine gravel-size shell
fragments (SP-SM) 5Y 6/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
11
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-7
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-6 6.5/7.4 SAND, poorly-graded with silt, mostly
medium to fine-grained quartz, few silt, few
coarse to fine sand-size shell fragments,
trace coarse to fine gravel-size shell
fragments (SP-SM) 5Y 6/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/1.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 50.34
169.82 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.51 99.57 100 0.51
#4 4.750 0.09 99.50 100 0.09
#5 4.000 0.04 99.46 100 0.04
#7 2.800 0.13 99.36 100 0.13
#10 2.000 0.22 99.17 100 0.22
#14 1.400 0.20 99.00 100 0.20
#18 1.000 0.33 98.73 100 0.33
#25 0.710 0.41 98.38 90 0.37
#35 0.500 0.41 98.04 70 0.29
#45 0.355 0.36 97.74 50 0.18
#60 0.250 0.67 97.18 30 0.20
#80 0.180 4.17 93.69 20 0.83
#120 0.125 44.68 56.29 5 2.23
#170 0.090 35.59 26.51 0 0.00
#200 0.075 9.62 18.45 0 0.00
#230 0.063 3.11 15.85 0 0.00
Total Shell Content: 5
OFC-8
SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine
sand-size shell fragments, trace fine gravel-size shell fragments (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
5
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-8
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/1.2 SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace coarse to
fine sand-size shell fragments, trace fine
gravel-size shell fragments (SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:1.2/2.7
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 50.84
156.79 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 21.39 79.81 100 21.39
5/8"16.000 1.90 78.02 100 1.90
7/16 11.112 9.68 68.88 100 9.68
5/16 7.938 4.47 64.66 100 4.47
#3.5 5.600 2.63 62.18 100 2.63
#4 4.750 1.57 60.70 100 1.57
#5 4.000 0.84 59.91 100 0.84
#7 2.800 1.55 58.44 100 1.55
#10 2.000 0.94 57.56 100 0.94
#14 1.400 0.82 56.78 100 0.82
#18 1.000 0.69 56.13 98 0.68
#25 0.710 0.69 55.48 95 0.66
#35 0.500 0.61 54.90 70 0.43
#45 0.355 0.44 54.49 50 0.22
#60 0.250 0.71 53.82 30 0.21
#80 0.180 2.02 51.91 20 0.40
#120 0.125 12.46 40.15 10 1.25
#170 0.090 15.49 25.53 0 0.00
#200 0.075 4.67 21.12 0 0.00
#230 0.063 1.55 19.66 0 0.00
Total Shell Content: 47
OFC-8
SILTY SAND, mostly fine-grained quartz, some coarse to fine gravel-size shell
fragments, little silt, few coarse to fine sand-size shell fragments (SM) 5Y 4/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
47
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-8
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 1.2/2.7 SILTY SAND, mostly fine-grained quartz,
some coarse to fine gravel-size shell
fragments, little silt, few coarse to fine
sand-size shell fragments (SM) 5Y 4/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:2.7/5.3
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 51.61
168.62 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 11.92 89.81 100 11.92
5/8"16.000 4.89 85.63 100 4.89
7/16 11.112 3.30 82.81 100 3.30
5/16 7.938 0.53 82.36 100 0.53
#3.5 5.600 1.47 81.10 100 1.47
#4 4.750 0.30 80.85 100 0.30
#5 4.000 0.99 80.00 100 0.99
#7 2.800 1.09 79.07 100 1.09
#10 2.000 0.94 78.27 100 0.94
#14 1.400 0.69 77.68 100 0.69
#18 1.000 0.49 77.26 100 0.49
#25 0.710 0.46 76.87 90 0.41
#35 0.500 0.36 76.56 70 0.25
#45 0.355 0.27 76.33 60 0.16
#60 0.250 0.90 75.56 50 0.45
#80 0.180 4.90 71.37 20 0.98
#120 0.125 18.47 55.58 5 0.92
#170 0.090 15.77 42.11 0 0.00
#200 0.075 5.42 37.48 0 0.00
#230 0.063 2.37 35.45 0 0.00
Total Shell Content: 25
OFC-8
SILTY SAND, mostly fine-grained quartz, some silt, little coarse to fine sand-size
shell fragments, little coarse to fine gravel-size shell fragments (SM) 5Y 4/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
25
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-8
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 2.7/5.3 SILTY SAND, mostly fine-grained quartz,
some silt, little coarse to fine sand-size
shell fragments, little coarse to fine gravel-
size shell fragments (SM) 5Y 4/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/1.4
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 51.35
155.64 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.03 99.97 100 0.03
#14 1.400 0.02 99.95 50 0.01
#18 1.000 0.06 99.89 50 0.03
#25 0.710 0.04 99.86 70 0.03
#35 0.500 0.02 99.84 70 0.01
#45 0.355 0.03 99.81 50 0.02
#60 0.250 0.12 99.69 30 0.04
#80 0.180 0.47 99.24 10 0.05
#120 0.125 7.63 91.93 5 0.38
#170 0.090 10.50 81.86 0 0.00
#200 0.075 7.28 74.88 0 0.00
#230 0.063 4.31 70.75 0 0.00
Total Shell Content: 1
OFC-10
ELASTIC SILT with sand, little fine-grained quartz, trace medium to fine sand-size
shell fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
1
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-10
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/1.4 ELASTIC SILT with sand, little fine-grained
quartz, trace medium to fine sand-size
shell fragments, trace fibrous and
amorphous organic matter (MH) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/2.5
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 50.17
171.76 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.14 99.88 100 0.14
#4 4.750 0.00 99.88 0 0.00
#5 4.000 0.15 99.76 100 0.15
#7 2.800 0.19 99.61 100 0.19
#10 2.000 0.37 99.30 100 0.37
#14 1.400 0.39 98.98 100 0.39
#18 1.000 0.45 98.61 90 0.41
#25 0.710 0.45 98.24 80 0.36
#35 0.500 0.81 97.57 58 0.47
#45 0.355 1.06 96.70 30 0.32
#60 0.250 1.85 95.18 20 0.37
#80 0.180 5.08 91.00 10 0.51
#120 0.125 23.55 71.63 5 1.18
#170 0.090 24.05 51.85 0 0.00
#200 0.075 9.52 44.03 0 0.00
#230 0.063 3.89 40.83 0 0.00
Total Shell Content: 4
OFC-12
SILTY SAND, mostly medium to fine-grained quartz, some silt, trace coarse to fine
sand-sized shell fragments, trace fine gravel-size shell fragments (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
4
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-12
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/2.5 SILTY SAND, mostly medium to fine-
grained quartz, some silt, trace coarse to
fine sand-sized shell fragments, trace fine
gravel-size shell fragments (SM) 5Y 5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:2.5/5.8
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 52.00
169.72 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.01 99.99 0 0.00
#14 1.400 0.04 99.96 0 0.00
#18 1.000 0.07 99.90 0 0.00
#25 0.710 0.13 99.79 0 0.00
#35 0.500 0.26 99.57 0 0.00
#45 0.355 0.60 99.06 0 0.00
#60 0.250 1.49 97.79 0 0.00
#80 0.180 4.55 93.93 0 0.00
#120 0.125 26.82 71.14 0 0.00
#170 0.090 52.96 26.16 0 0.00
#200 0.075 18.52 10.42 0 0.00
#230 0.063 4.40 6.69 0 0.00
Total Shell Content: 0
OFC-12
SAND, poorly-graded with silt, mostly fine-grained quartz, few silt, trace fibrous and
amorphous organic matter (SP-SM) 5Y 8/2
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-12
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 2.5/5.8 SAND, poorly-graded with silt, mostly fine-
grained quartz, few silt, trace fibrous and
amorphous organic matter (SP-SM) 5Y 8/2
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:0/1.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-1
Description:
Tare Weight, (g): 50.30
167.23 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.07 99.94 50 0.04
#14 1.400 0.11 99.85 100 0.11
#18 1.000 0.22 99.66 50 0.11
#25 0.710 0.36 99.35 50 0.18
#35 0.500 0.58 98.85 40 0.23
#45 0.355 0.80 98.17 30 0.24
#60 0.250 2.45 96.07 20 0.49
#80 0.180 9.03 88.35 10 0.90
#120 0.125 41.49 52.87 0 0.00
#170 0.090 27.75 29.14 0 0.00
#200 0.075 5.71 24.25 0 0.00
#230 0.063 1.86 22.66 0 0.00
Total Shell Content: 2
OFC-13
SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine
sand-sized shell fragments (SM) 5Y 5/1
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
2
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-13
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-1 0/1.2 SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace medium to
fine sand-sized shell fragments (SM) 5Y
5/1
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:1.2/2.4
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-2
Description:
Tare Weight, (g): 51.80
190.01 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.00 100.00 0 0.00
#10 2.000 0.12 99.91 5 0.01
#14 1.400 0.25 99.73 50 0.13
#18 1.000 0.29 99.52 50 0.15
#25 0.710 0.47 99.18 30 0.14
#35 0.500 1.00 98.46 30 0.30
#45 0.355 2.45 96.69 20 0.49
#60 0.250 7.23 91.46 10 0.72
#80 0.180 21.06 76.22 5 1.05
#120 0.125 58.60 33.82 0 0.00
#170 0.090 29.02 12.82 0 0.00
#200 0.075 5.59 8.78 0 0.00
#230 0.063 1.52 7.68 0 0.00
Total Shell Content: 2
OFC-13
SAND, poorly-graded with silt, mostly medium to fine-grained quartz, few silt, trace
medium to fine sand-size shell fragments (SP-SM) 5Y 8/2
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
2
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-13
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-2 1.2/2.4 SAND, poorly-graded with silt, mostly
medium to fine-grained quartz, few silt,
trace medium to fine sand-size shell
fragments (SP-SM) 5Y 8/2
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS
Terracon
9655 Florida Mining Boulevard West Jacksonville, Florida 32257
[phone] (Tel) · [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:Depth:2.4/4.2
Project No.:EQ191043 Date: 3/1/2019
Boring No.:
Sample No.: S-3
Description:
Tare Weight, (g): 48.98
185.97 (with tare)
Dry Weight After Washing (g):(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)% Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"19.000 0.00 100.00 0 0.00
5/8"16.000 0.00 100.00 0 0.00
7/16 11.112 0.00 100.00 0 0.00
5/16 7.938 0.00 100.00 0 0.00
#3.5 5.600 0.00 100.00 0 0.00
#4 4.750 0.00 100.00 0 0.00
#5 4.000 0.00 100.00 0 0.00
#7 2.800 0.21 99.85 0 0.00
#10 2.000 0.32 99.61 1 0.00
#14 1.400 0.42 99.31 2 0.01
#18 1.000 0.19 99.17 0 0.00
#25 0.710 0.86 98.54 5 0.04
#35 0.500 1.52 97.43 5 0.08
#45 0.355 2.26 95.78 0 0.00
#60 0.250 3.04 93.56 0 0.00
#80 0.180 2.76 91.55 0 0.00
#120 0.125 36.65 64.79 0 0.00
#170 0.090 60.34 20.75 0 0.00
#200 0.075 15.88 9.15 0 0.00
#230 0.063 4.32 6.00 0 0.00
Total Shell Content: 0
OFC-13
SAND, poorly-graded with silt, mostly medium to fine-grained quartz, few silt, trace
medium to fine sand-size shell fragments (SP-SM) 5Y 8/3
M&N Deer Creek & Old Ferry Channel
% CO 3 Gs Shell LL PL PI
0
* The USC classification is based on laboratory grain size distribution and visual classification
Date 3/1/2019
GRADATION CURVES
Area
Boring No.OFC-13
Sample No.Elev. Or Depth Classification
Project M&N Deer Creek & Old Ferry ChannelS-3 2.4/4.2 SAND, poorly-graded with silt, mostly
medium to fine-grained quartz, few silt,
trace medium to fine sand-size shell
fragments (SP-SM) 5Y 8/3
ENG FORM 2087
MAY 63
0
10
20
30
40
50
60
70
80
90
100
0001101001000
COBBLES SILT OR CLAYGRAVELSAND
FINEMEDIUMCOARSEFINECOARSE
100
90
80
70
60
50
40
30
20
10
0
PERCENT COARSER BY WEIGHTPERCENT FINER BY WEIGHTU.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 4 3 2 1-1/2 1 3/4 1/2 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200
0.0010.010.111010010005005050.5 0.05 0.005
GRAIN SIZE IN MILLIMETERS