A21 - Charleston Harbor 2010 Lower Harbor and Entrance Channel Sampling Physical Results.xlsx

XLSX spreadsheet 119 KB Posted

Attached to
South Atlantic Regional Harbor Dredging
Solicitation number
W912PM21B0008
Issued by

About this file

This solicitation is for maintenance dredging services for five dredging projects located in Georgia, North Carolina, and South Carolina. The projects include Brunswick Harbor, Georgia with an estimated quantity of 1,500,000 cubic yards requiring dredging to depths of -40 feet MLLW for disposal at the Brunswick Ocean Dredged Material Disposal Site between December 15th and March 31st; Savannah Harbor, Georgia with an estimated quantity of 600,000 cubic yards requiring dredging to depths of -51 feet MLLW for disposal at the Savannah Ocean Dredged Material Disposal Site between December 15th and March 31st; Wilmington Harbor, North Carolina with an estimated quantity of 900,000 cubic yards requiring year-round dredging to depths of 44 feet for disposal at the Wilmington Harbor Ocean Dredged Material Disposal Site; Morehead City Harbor, North Carolina with an estimated quantity of 800,000 cubic yards requiring year-round dredging to depths of 45 feet for disposal at Nearshore Placement Areas and the Morehead City Ocean Dredged Material Disposal Site; and Charleston Harbor, South Carolina with an estimated quantity of 1,200,000 cubic yards requiring dredging to depths of -58 feet MLLW for disposal between December 15th and March 31st at disposal sites to be identified by the USACE in conjunction with EPA Region 4. The solicitation is unrestricted and will result in a firm fixed price contract valued between $10-25 million to be issued by the USACE Wilmington District.

View the file

Other files

File Type Posted
B1 - Attendance Sheet2.pdf PDF
B1 - Attendance Sheet1.pdf PDF
B1 - IFB Abstract RHDC_W912PM21B0008 Signed.pdf PDF
A21 - AMD 10 - W912PM21B0008-0010.pdf PDF
A21 - AMD 10- W912PM21B0008-0010_Conformed Copy.pdf PDF
A21 - AMD 9 - W912PM21B0008-0009.pdf PDF
A21 - AMD 8 - W912PM21B0008-0008.pdf PDF
A21 - AMD 7 - W912PM21B0008-0007 and Tech Summary (No bid schedule changes).pdf PDF
A21 - AMD 6 - W912PM21B0008-0006 and Technical Summary.pdf PDF
A21 - AMD 6 - W912PM21B0008-0006 Conformed Copy (no changes).pdf PDF
A21 - AMD 5- W912PM21B0008-0005_RHDC.pdf PDF
A21 - AMD 5- W912PM21B0008-0005_Conformed Copy.pdf PDF
A21 - Chrarleston Harbor T1-T3_Sed_Phys_Report_FINAL_042313.xls XLS spreadsheet
WH Geotech Baldhead-Caswell Channel.pdf PDF
WH Geotech Baldhead Shoals 2000-2002.pdf PDF
2008 MHC Lab Data File and Vibracore Data.pdf PDF
Wilmington Harbor Historical Geotech Borings.xlsx XLSX spreadsheet
WH Geotech Southport Channel.pdf PDF
FY22 MHC Vibracore Locations.xlsx XLSX spreadsheet
1992-2007 MHC Vibracore and Lab Data.pdf PDF
WH Geotech Baldhead Shoals 1990-1999.pdf PDF
A21 - AMD 4- W912PM21B0008-0004_RHDC.pdf PDF
A21 - AMD 4- W912PM21B0008-0004_Conformed Copy.pdf PDF
A21 - FINAL_0Bto97 Plus 700_SHEP.txt TXT text file
A21 - AMD 3- W912PM21B0008-0003_RHDC.pdf PDF
A21 - AMD 2- W912PM21B0008-0002_Conformed Copy.pdf PDF
A21 - AMD 2- W912PM21B0008-0002_RHDC.pdf PDF
A21 - AMD 1- W912PM21B0008-0001_RHDC.pdf PDF
A21 - rev2-RTA-W912PM21B0008-SAD-RHDC-Specs.pdf PDF
A21 - W912PM21B0008 RHDC Solicitation.pdf PDF
Show all 30

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

T1A_In situ_Rev

TABLE 1ATABLE 1ATABLE 1ATABLE 1ATABLE 1A
In Situ Measurements and Site Observations for Samples Collected in Charleston Harbor, South Carolina, January 2010In Situ Measurements and Site Observations for Samples Collected in Charleston Harbor, South Carolina, January 2010In Situ Measurements and Site Observations for Samples Collected in Charleston Harbor, South Carolina, January 2010In Situ Measurements and Site Observations for Samples Collected in Charleston Harbor, South Carolina, January 2010In Situ Measurements and Site Observations for Samples Collected in Charleston Harbor, South Carolina, January 2010
Charleston Entrance Channel 192+00 to 300+00Tidewater Reach / Custom House ReachTown Creek Lower ReachHog Island Reach
Sample ID:CHEC09-aCHEC09-bCHEC09-cCHEC09-dCHEC09-eTWCH09-aTWCH09-bTWCH09-cTWCH09-dTWCH09-eSample ID:TCLR09-aTCLR09-bTCLR09-cTCLR09-dTCLR09-eHI09-a
Water Column Depth (ft)46444647503841403850Water Column Depth (ft)504253495045
Bottom Elevation1 (based on tide height MLLW)46444646493437363345Bottom Elevation1 (based on tide height MLLW)453849464945
Depth of Measurement (ft)32343322413234332344325473193532137320373203532547Depth of Measurement (ft)3254732039325473254732547322
Time of Measurement112611271128110011011102102010211022093909400943085708580859145414551456152115221523154515471548161516161617164616471648Time of Measurement08370838083909110912091309440945094610101011101211001101110214041406
Temperature (°C)10.3010.1210.4510.2110.3110.4210.1810.3310.4910.2810.3810.509.9310.4810.5111.1810.6210.5810.9710.5810.6011.5310.7110.6011.2810.6110.5411.3510.5610.47Temperature (°C)10.5510.5310.5010.6010.5310.5210.6410.5810.5110.6610.5810.5410.7210.6310.6010.8110.69
pH (SU)7.917.927.927.927.927.967.907.917.937.907.917.947.867.907.927.867.887.887.917.807.887.937.917.897.927.887.917.917.887.89pH (SU)7.938.048.078.048.078.078.108.078.088.048.078.118.098.078.097.857.91
Salinity (ppt)29.0731.7733.1329.8232.6532.8531.7632.2833.5631.9032.8633.7731.5533.7033.8219.5224.6726.2821.0225.2125.5919.4423.1225.4320.6925.2526.2720.3527.2327.74Salinity (ppt)23.7829.2630.7223.6029.5929.8523.1927.9430.5523.6325.9229.6222.3325.4926.3319.7121.42
Conductivity (mS/cm)44.9648.4650.5545.8949.7150.4947.5849.2551.0248.7343.0951.2848.1851.2851.4931.3238.6840.9233.5539.4640.0631.2336.6039.8433.9839.8240.9232.5742.2443.12Conductivity (mS/cm)37.4945.2547.1437.2045.4246.0036.5243.3447.0236.1241.2745.6735.2840.0041.2231.6534.19
Dissolved O2 (%)103.0100.198.6103.099.898.8100.099.299.4100.2100.899.9109.0101.099.594.893.391.797.992.444.1*100.895.791.499.893.591.1100.693.991.9Dissolved O2 (%)96.496.196.196.496.296.096.695.895.696.995.795.697.595.594.895.094.0
Dissolved O2 (mg/L)9.159.018.739.138.888.779.028.858.778.968.828.769.118.828.759.058.668.469.268.573.01*9.528.958.479.388.688.429.478.598.41Dissolved O2 (mg/L)9.028.788.629.048.708.669.068.758.599.068.828.649.188.858.759.168.97
Turbidity (NTU)6.92--8.97--13.8--8.76--3.73--5.84--5.04--5.09--6.41--5.07--Turbidity (NTU)11.5--8.55--18.5--15.0--11.1--8.55-
Sediment Field DescriptionDark gray silt/fine sand with light gray streaks. Slight H2S odor.Dark gray silt/fine sand with light gray streaks.Olive gray to dark gray silt/fine sand with H2S OdorDark gray silt with light gray streaks. Strong H2S odor.Light to dark gray silt/fine sand.Light to dark gray silt/fine sand. H2S odor.Dark gray silt/fine sand with light gray streakingLight to dark Gray silt/fine sandDark gray silt/fine sand with light gray streakingDark gray silt/fine sand with light gray streaksSediment Field DescriptionLight gray silt/fine sand with dark gray streaks, few shell fragments. Slight H2S odor.Light gray silt/fine sand with dark grat streaks (stratified). Slight H2S odor.Light gray silt/fine sandLight gray silt/fine sandLight gray silt/fine sand with dark gray streaksLight gray with dark gray streaking. Silt/fine sand with some clay (chunks). Several worms tubes, drift algae.
Date/Sampling Time1/27/2010
1135-11401/27/2010
1107-11101/27/2010
1025-10291/27/2010
0944-09511/27/2010
0904-09151/27/2010
1500-15041/27/2010
1525-15291/27/2010
1550-15571/27/2010
1622-16251/27/2010
1643-1648Date/Sampling Time1/29/2010
0845-08561/29/2010
0914-09301/29/2010
0948-09581/29/2010
1014-10241/29/2010
1105-11161/29/2010
1409-14281/29/2010
1446-14571/29/2010
1520-15251/29/2010
1541-15461/29/2010
1600-1605Date/Sampling Time1/31/2010
1057-11011/31/2010
1008-10321/31/2010
0917-09401/31/2010
0855-09001/31/2010
0830-08351/31/2010
1230-12351/31/2010
1255-13001/31/2010
1315-13201/31/2010
1410-14451/31/2010
1455-1459Date/Sampling Time1/31/2010
1553-16372/01/2010
1245-13502/01/2010
1102-12002/01/2010
1010-10351/31/2010 and 2/1/10
1630-1659 and 0905-09401/26/2010
0940-09551/26/2010
1030-10501/26/2010
1120-11351/26/2010
1218-12231/26/2010
1500-1630Date/Sampling Time1/28/2010
0912-09381/28/2010
1004-10351/28/2010
1059-11361/28/2010
1210-12551/28/2010
1325-15051/27/2010
1215-12232/1/2010

1530-1630

Target Coordinates22372138.5, 322301.32374058.3, 321390.42376373.8, 320004.22378154.9, 319132.92380589.2, 317707.12330992.9, 348907.42331490.8, 348230.42331417.0, 347114.02331348.0, 346509.52331189.0, 345705.2Target Coordinates22329449.1, 353550.62329862.9, 352888.22329905.7, 352070.72330202.0, 351388.82330542.6, 350836.52333100.1, 353609.02332891.2, 352585.72332841.0, 352103.62332941.7, 351577.62332963.9, 350959.3Target Coordinates22329952.2, 360799.72330499.6, 359965.62331550.7, 359555.12332121.1, 358889.82332417.1, 358302.72335161.1, 359356.52334837.6, 359029.82334524.5, 358657.22333901.6, 358397.32333468.1, 358613.2
Weather/Tidal CycleSunny with a 5-10 kt. W wind, low tide, seas 1-2 ft.Sunny with 5-10 kt. W wind, low tide, seas 1-2 ft.Sunny with 5-10 kt. W wind, low tide, seas 1-2 ft.Sunny with 5-10 kt. W wind, mid-tide outgoing, seas 1-2 ft.Sunny with 5-10 kt. W wind, mid-tide outgoing, seas 1-2 ft.Sunny with 5-10 kt. E wind, mid-tide incoming, calm seas.Sunny with 5-10 kt. NE wind, mid-tide incoming, seas 1-2 ft.Sunny with 5-10 kt. NE wind, mid-tide incoming, seas 1-2 ft.Sunny with 5-10 kt. E wind, mid-tide incoming, seas 1-2 ft.Sunny with 5-10 kt. E wind, mid-tide incoming, seas 1-2 ft.Weather/Tidal CycleSunny with 0-5 kt. SW wind, high tide outgoing, calm seasSunny with 0-5 kt. E wind, high tide outgoing, calm seasSunny with 0-5 kt. NE wind, high tide outgoing, calm seasSunny with 5-10 kt. NE wind, high tide outgoing, seas 1-2 ftSunny with 5-10 kt. E wind, high tide outgoing, seas 1-2 ftCloudy with 10-15 kt. NE wind, mid-tide incoming, seas 1-2 ftCloudy with 10-15 kt. NE wind, mid-tide incoming, seas 1-2 ftCloudy with 10-15 kt. NE wind, mid-tide incoming, seas 1-2 ftCloudy with >15 kt. NE wind, mid-tide incoming, seas 1-2 ftCloudy with >15 kt. NE wind, mid-tide incoming, seas 1-2 ftWeather/Tidal CycleSunny with 10-15 kt. N wind, high tide outgoing, seas 1-2 ftSunny with 10-15 kt. N wind, high tide outgoing, seas 1-2 ftSunny with 10-15 kt. N wind, high tide, seas 1-2 ftSunny with 10-15 kt. N wind, high tide, seas 1-2 ftSunny with 10-15 kt. N wind, high tide incoming, seas 1-2 ftSunny with 10-15 kt. N wind, mid tide outgoing, seas 1-2 ftSunny with 5-10 kt. N wind, mid-tide outgoing, seas 1-2 ftSunny with 5-10 kt. N wind, mid-tide outgoing, seas 1-2 ftSunny with 5-10 kt. N wind, mid-tide outgoing, calm seas.Sunny with 0-5 kt. N wind, mid-tide outgoing, calm seas.
General Conditions
and ObservationsCollected volume in 1 grabCollected volume in 1 grabCollected volume in 1 grabCollected volume in 1 grabCollected volume in 2 grabsCollected volume in 1 grabCollected volume in 1 grabCollected volume in two grabsCollected volume in 1 grabCollected volume in 1 grabGeneral Conditions
and ObservationsField split = TC09-a
Collected volume in 2 grabs.Field split = TC09-b
Collected volume in 2 grabs.Field split = TC09-c
Collected volume in 2 grabs.Field split = TC09-d
Collected volume in 2 grabs.Field split = TC09-e
Collected volume in 2 grabs.Collected volume in 3 grabsCollected volume in 2 grabs.Collected volume in 1 grab.Collected volume in 1 grab.Collected volume in 1 grab.General Conditions
and ObservationsCollected volume in 1 grab.Hit clay and moved in 100-ft offsets looking for silty material/shoal. Collected volume in 1 grab.Collected volume in 6 grabsCollected volume in 1 grab.Collected volume in 1 grabCollected volume in 1 grab.Collected volume in 1 grab.Collected volume in 1 grab.1st two grabs-hit hard bottom (shell besh/sand). Relocated point-moved back towards WLR09-c in 100-ft increments. It's possible this area is eing scoured by the confluence of 2 rivers. Looked for an area of shoaling.Collected volume in 1 grab.General Conditions
and ObservationsCollected approx. 4 gallons in 8 grabs. First 4 grabs came up with very little volume, consisting of clay balls, shells, some silt.Collected volume in 6 grabs.Collected volumne in 9 grabs.Collected volume in 5 grabs.Collected a total volume of approx. 10 gallons to make up for WUR09-a. Change in plan approved by Phil Payonk, see DQCR.Collected volume in 5 grabs.Collected volume in 3 grabs.Collected volume in 2 grabs.Collected volume in 1 grab.Had to relocate point because substrate too hard (clay). See DQCR for approved changes to sampling plan.General Conditions
and ObservationsCollected volume in 6 grabsCollected volume in 8 grabs. Site located approx. 300 ft N of RS-CH-A-a.Collected volume in 8 grabs. Site located approx. 300 ft west of RS-CH-A-a.Collected volume in 12 grabs. Site located approx. 300 ft south of RS-CH-A-a. Switched to smaller Van Veen because of rough seas.Collected volume in 18 grabs. Site located approx. 300 ft east of RS-CH-A-a. Switched to ponar sampler and anchored boat-seas rough.Collected sample in approx. middle of ODMDS.Anchored boat. Collected approx. 40 gallons for elutriates and approx. 45 gallons for bioaccumulation assays.
1 = Based on observed tide height at MLLW from NOAA station 8665530 in Charleston, SC1 = Based on observed tide height at MLLW from NOAA station 8665530 in Charleston, SC1 = Based on observed tide height at MLLW from NOAA station 8665530 in Charleston, SC1 = Based on observed tide height at MLLW from NOAA station 8665530 in Charleston, SC1 = Based on observed tide height at MLLW from NOAA station 8665530 in Charleston, SC
2 = Spatial Reference: SC State Plane NAD83. Target coordinates provided by USACE. Actual coordinates sampled are provided in Table 1B.2 = Spatial Reference: SC State Plane NAD83. Target coordinates provided by USACE. Actual coordinates sampled are provided in Table 1B.2 = Spatial Reference: SC State Plane NAD83. Target coordinates provided by USACE. Actual coordinates sampled are provided in Table 1B.2 = Spatial Reference: SC State Plane NAD83. Target coordinates provided by USACE. Actual coordinates sampled are provided in Table 1B.2 = Spatial Reference: SC State Plane NAD83. Target coordinates provided by USACE. Actual coordinates sampled are provided in Table 1B.
TBD = These sampling locations were determined in the field. See Table 1B for coordinates.TBD = These sampling locations were determined in the field. See Table 1B for coordinates.TBD = These sampling locations were determined in the field. See Table 1B for coordinates.TBD = These sampling locations were determined in the field. See Table 1B for coordinates.TBD = These sampling locations were determined in the field. See Table 1B for coordinates.
*Near-bottom water parameters may have been recorded at or in substrate which would explain the low DO readings.*Near-bottom water parameters may have been recorded at or in substrate which would explain the low DO readings.*Near-bottom water parameters may have been recorded at or in substrate which would explain the low DO readings.*Near-bottom water parameters may have been recorded at or in substrate which would explain the low DO readings.*Near-bottom water parameters may have been recorded at or in substrate which would explain the low DO readings.

Source: ANAMAR Environmental Consulting, Inc. Source: ANAMAR Environmental Consulting, Inc. Source: ANAMAR Environmental Consulting, Inc. Source: ANAMAR Environmental Consulting, Inc. Source: ANAMAR Environmental Consulting, Inc.

&"Tahoma,Regular"&8 Page &P of &N &G

T2_Physicals_Original_Rev

TABLE 2ATABLE 2ATABLE 2ATABLE 2ATABLE 2A
Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, February 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, February 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, February 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, February 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, February 2010
Charleston Entrance ChannelTidewater Reach / Custom House ReachTown Creek Lower ReachTown Creek Lower Reach - DuplicateHog Island ReachDrum Island ReachWando River Lower ReachWando Upper Reach
Sample:CHEC09-aCHEC09-bCHEC09-cCHEC09-dCHEC09-eTWCH09-aTWCH09-bTWCH09-cTWCH09-dTWCH09-eSample:TCLR09-aTCLR09-bTCLR09-cTCLR09-dTCLR09-eTCLR09-a-DUPTCLR09-b-DUPTCLR09-c-DUPTCLR09-d-DUPTCLR09-e-DUPSample:HI09-aHI09-bHI09-cHI09-dHI09-eDI09-aDI09-bDI09-cDI09-dDI09-eSample:WLR09-aWLR09-bWLR09-cWLR09-dWLR09-eWUR09-aWUR09-bWUR09-cWUR09-dWUR09-eSample:
AnalyteAnalyteAnalyteAnalyteAnalyte
DescriptionSILT, some clay, some fine quartz sand, dark grayCLAY, some silt, some fine quartz sand, graySILT, some clay, little fine quartz sand, light grayCLAY, some silt, little fine quartz sand, grayCLAY, some silt, little fine quartz sand, trace sand size shell, grayCLAY, some silt, little fine quartz sand, dary grayCLAY, little silt, few fine quartz sand, light grayCLAY, little silt, few fine quartz sand, light grayCLAY, little silt, few fine quartz sand, grayCLAY, some silt, some fine quartz sand, dark grayDescriptionCLAY, some silt, little fine quartz sand, dark grayCLAY, some silt, some fine quartz sand, dark grayCLAY, some silt, few fine quartz sand, light grayCLAY, some silt, trace fine quartz sand, light grayCLAY, some silt, trace fine quartz sand, light grayCLAY, some silt, little fine quartz sand, dark graySILT, some clay, some fine quartz sand, grayCLAY, some silt, few fine quartz sand, grayCLAY, some silt, few fine quartz sand, grayCLAY, some silt, few fine quartz sand, grayDescriptionSAND, fine quartz sand, some silt, little clay, dark graySAND, fine quartz sand, little silt, little clay, graySAND, fine quartz sand, some silt, some clay, grayCLAY, some silt, fine quartz sand, light graySAND, fine quartz sand, some silt, some clay, grayCLAY, some silt, little fine quartz sand, dark grayCLAY, some silt, some fine quartz sand, dark grayCLAY, some silt, some fine quartz sand, dark grayCLAY, some silt, trace fine quartz sand, dark grayCLAY, some silt, grayDescriptionSAND, fine quartz sand, some silt, some clay, dark grayCLAY, some silt, little fine sand, graySILT, some clay, some fine quartz sand, dark graySAND, fine quartz sand, little silt, few clay, few sand size shell fragments, graySAND, fine quartz, some silt, little clay, dark graySAND, fine quartz, little silt, little clay, little sand size shell fragments, dark graySAND, fine quartz, few silt, few clay, graySAND, fine quartz, few clay, trace sand size shell fragments, graySAND, fine quartz, few silt, few clay, graySAND, fine quartz, little clay, few silt, trace sand size shell fragments, dark grayDescription
Gravel1%0.00.00.00.00.00.00.00.00.00.0Gravel1%0.00.00.00.00.00.00.00.00.00.0Gravel1%0.00.00.00.00.00.00.02.90.00.0Gravel1%0.00.00.00.00.02.10.00.00.00.0Gravel1%
Coarse Sand2%0.00.00.00.00.30.00.00.00.00.0Coarse Sand2%0.20.00.00.00.00.00.00.00.00.0Coarse Sand2%0.00.00.00.00.00.00.00.90.00.0Coarse Sand2%0.10.00.00.40.04.70.00.10.00.4Coarse Sand2%
Medium Sand2%0.90.30.20.15.51.30.10.10.20.3Medium Sand2%0.40.40.20.30.20.50.30.10.30.2Medium Sand2%0.20.40.20.20.20.41.24.80.30.1Medium Sand2%0.40.40.710.00.622.55.73.52.02.3Medium Sand2%
Fine Sand2%24.529.814.012.922.315.59.86.211.124.6Fine Sand2%17.229.15.44.74.716.731.56.65.26.3Fine Sand2%52.964.946.919.513.417.730.656.13.91.8Fine Sand2%42.921.829.463.844.537.174.988.079.971.3Fine Sand2%
Silt342.034.848.043.231.828.223.928.730.036.7Silt328.233.231.528.126.134.334.629.128.629.3Silt327.018.928.130.226.740.532.520.137.629.8Silt330.032.935.517.132.617.57.12.07.29.1Silt3
Clay3%32.635.137.843.839.854.766.265.058.738.4Clay3%54.037.262.966.969.048.533.664.265.964.2Clay3%19.915.324.850.159.741.435.715.258.268.3Clay3%26.644.934.48.722.216.111.56.410.916.9Clay3%
Total Solids%36.940.134.035.840.732.427.527.136.839.6Total Solids%39.149.628.629.027.739.647.529.327.827.7Total Solids%55.767.155.633.433.56.746.673.526.624.9Total Solids%55.241.842.873.156.272.669.873.166.870.7Total Solids%
Moisture (wet)%Moisture (wet)%Moisture (wet)%Moisture (wet)%Moisture (wet)%
ClassificationUSCSMHCHMHCHCHCL-MLCL-MLCHCL-MLCL-MLClassificationUSCSCL-MLCL-MLCHCHCHCL-MLMHCHCL-MLCL-MLClassificationUSCSSC-SMSC-SMSC-SMCL-MLSC-SMCL-MLCL-MLCL-MLCL-MLCHClassificationUSCSSP-SCCL-MLMHSC-SMSC-SMSC-SMSC-SMSP-SCSC-SMSC-SMClassificationUSCS
Sample:CHEC09-aCHEC09-bCHEC09-cCHEC09-dCHEC09-eTWCH09-aTWCH09-bTWCH09-cTWCH09-dTWCH09-eSample:TCLR09-aTCLR09-bTCLR09-cTCLR09-dTCLR09-eTCLR09-a-DUPTCLR09-b-DUPTCLR09-c-DUPTCLR09-d-DUPTCLR09-e-DUPSample:HI09-aHI09-bHI09-cHI09-dHI09-eDI09-aDI09-bDI09-cDI09-dDI09-eSample:WLR09-aWLR09-bWLR09-cWLR09-dWLR09-eWUR09-aWUR09-bWUR09-cWUR09-dWUR09-eSample:
Sieve Size4% FinerSieve Size4% FinerSieve Size4% FinerSieve Size4% FinerSieve Size4% Finer
3/4"%3/4"%3/4"%3/4"%100.03/4"%
1/2"%1/2"%1/2"%100.01/2"%99.51/2"%
3/8"%3/8"%3/8"%97.33/8"%100.099.43/8"%
#4%99.7#4%100.0100.0#4%99.5100.097.1#4%100.0100.099.997.9100.0100.0100.0#4%
#10%100.0100.0100.0100.099.499.7100.0100.0100.0100.0#10%99.899.9100.0100.0100.0100.0100.0100.0100.0100.0#10%100.099.5100.0100.0100.0100.0100.096.2100.0100.0#10%99.9100.0100.099.699.993.299.299.9100.099.6#10%
#20%99.799.999.899.998.299.5100.0100.099.999.9#20%99.699.899.899.899.999.799.899.999.899.9#20%99.999.499.999.999.999.899.893.999.899.9#20%99.899.999.797.699.786.497.699.799.799.0#20%
#40%99.199.799.899.993.998.499.999.999.899.7#40%99.499.599.899.799.899.599.799.999.799.8#40%99.899.199.899.899.899.698.891.499.799.9#40%99.599.699.389.699.370.793.596.498.097.3#40%
#60%98.499.499.699.888.896.899.699.899.697.9#60%98.699.099.799.699.698.598.999.899.799.6#60%99.497.999.399.799.799.194.182.399.599.9#60%99.099.096.875.197.754.986.688.193.394.2#60%
#100%91.596.498.698.784.693.598.099.398.990.4#100%90.990.699.199.098.792.188.699.199.098.3#100%79.373.589.596.796.991.881.047.998.699.7#100%89.691.781.340.085.341.755.041.157.763.1#100%
#200%74.669.985.887.071.682.990.193.788.775.1#200%82.270.494.495.095.182.868.293.394.593.5#200%46.934.252.980.386.481.968.235.395.898.1#200%56.677.869.925.854.833.618.68.418.126.0#200%
Hydrometer Readings%73.3 @ 0.0557 mm58.1 @ 0.0635 mm84.2 @ 0.0578 mm85.0 @ 0.0624 mm66.7 @ 0.0612 mm82.4 @ 0.0564 mm89.3 @ 0.0593 mm92.5 @ 0.0606 mm87.5 @ 0.0603 mm66.6 @ 0.0627 mmHydrometer Readings%78.2 @ 0.0654 mm63.0 @ 0.0646 mm90.9 @ 0.0642 mm92.4 @ 0.0637 mm94.4 @ 0.0640 mm77.6 @ 0.0634 mm49.9 @ 0.0655 mm91.4 @ 0.0626 mm94.1 @ 0.0626 mm91.3 @ 0.0614 mmHydrometer Readings%31.3 @ 0.0679 mm23.7 @ 0.0678 mm35.9 @ 0.0679 mm70.2 @ 0.0629 mm84.1 @ 0.0616 mm70.6 @ 0.0610 mm57.2 @ 0.0629 mm21.8 @ 0.0661 mm94.6 @ 0.0596 mm97.6 @ 0.0617 mmHydrometer Readings%38.4 @ 0.0649 mm63.6 @ 0.0624 mm57.6 @ 0.0638 mm10.5 @ 0.0719 mm35.2 @ 0.0657 mm28.5 @ 0.0629 mm15.2 @ 0.0687 mm8.0 @ 0.0715 mm15.1 @ 0.0688 mm25.5 @ 0.0639 mmHydrometer Readings%
%70.0 @ 0.0402 mm57.2 @ 0.0451 mm77.9 @ 0.0420 mm82.3 @ 0.0444 mm61.8 @ 0.0442 mm82.4 @ 0.0399 mm88.1 @ 0.0421 mm91.2 @ 0.0430 mm85.0 @ 0.0430 mm64.5 @ 0.0447 mm%74.5 @ 0.0467 mm55.7 @ 0.0467 mm87.5 @ 0.0457 mm90.8 @ 0.0452 mm92.7 @ 0.0454 mm73.6 @ 0.0453 mm47.8 @ 0.0467 mm89.9 @ 0.0444 mm92.6 @ 0.0444 mm85.7 @ 0.0441 mm%29.7 @ 0.0483 mm22.5 @ 0.0483 mm35.0 @ 0.0481 mm66.6 @ 0.0450 mm77.6 @ 0.0445 mm64.2 @ 0.0442 mm54.3 @ 0.0450 mm19.7 @ 0.0473 mm93.3 @ 0.0423 mm96.0 @ 0.0438 mm%36.0 @ 0.0464 mm61.5 @ 0.0445 mm56.6 @ 0.0452 mm9.8 @ 0.0510 mm33.6 @ 0.0468 mm27.0 @ 0.0450 mm14.6 @ 0.0487 mm8.0 @ 0.0506 mm14.6 @ 0.0488 mm25.0 @ 0.0453 mm%
%63.4 @ 0.0295 mm56.2 @ 0.0319 mm71.7 @ 0.0304 mm75.6 @ 0.0320 mm57.8 @ 0.0317 mm81.4 @ 0.0283 mm86.9 @ 0.0299 mm88.6 @ 0.0307 mm81.3 @ 0.0308 mm62.2 @ 0.0319 mm%71.7 @ 0.0331 mm53.2 @ 0.0332 mm84.1 @ 0.0325 mm89.1 @ 0.0321 mm91.0 @ 0.0322 mm71.0 @ 0.0323 mm45.9 @ 0.0332 mm85.4 @ 0.0318 mm91.2 @ 0.0315 mm84.3 @ 0.0313 mm%28.9 @ 0.0343 mm20.0 @ 0.0346 mm34.1 @ 0.0342 mm64.3 @ 0.0320 mm77.7 @ 0.0314 mm63.2 @ 0.0313 mm49.6 @ 0.0323 mm19.1 @ 0.0336 mm90.3 @ 0.0302 mm94.4 @ 0.0311 mm%35.2 @ 0.0329 mm59.4 @ 0.0316 mm55.5 @ 0.0321 mm9.8 @ 0.0361 mm30.4 @ 0.0335 mm23.9 @ 0.0325 mm14.1 @ 0.0346 mm7.5 @ 0.0359 mm13.6 @ 0.0347 mm22.0 @ 0.0327 mm%
%57.6 @ 0.0192 mm50.4 @ 0.0206 mm65.6 @ 0.0197 mm67.6 @ 0.0207 mm51.9 @ 0.0205 mm78.8 @ 0.0181 mm85.8 @ 0.0190 mm86.1 @ 0.0195 mm80.1 @ 0.0196 mm60.0 @ 0.0203 mm%65.3 @ 0.0212 mm48.4 @ 0.0213 mm80.8 @ 0.0207 mm85.7 @ 0.0204 mm89.4 @ 0.0204 mm65.8 @ 0.0207 mm43.9 @ 0.0211 mm82.6 @ 0.0202 mm88.1 @ 0.0201 mm83.1 @ 0.0198 mm%25.0 @ 0.0220 mm19.4 @ 0.0219 mm32.3 @ 0.0217 mm60.9 @ 0.0204 mm76.5 @ 0.0199 mm59.1 @ 0.0201 mm45.9 @ 0.0207 mm18.6 @ 0.0213 mm86.1 @ 0.0194 mm93.0 @ 0.0197 mm%33.7 @ 0.0209 mm57.3 @ 0.0202 mm51.3 @ 0.0206 mm9.8 @ 0.0228 mm28.9 @ 0.0213 mm21.3 @ 0.0209 mm13.6 @ 0.0219 mm7.5 @ 0.0227 mm13.1 @ 0.0220 mm21.0 @ 0.0208 mm%
%50.3 @ 0.0115 mm44.5 @ 0.0122 mm57.3 @ 0.0117 mm60.9 @ 0.0121 mm49.0 @ 0.0119 mm72.2 @ 0.0108 mm79.9 @ 0.0112 mm80.8 @ 0.0115 mm71.5 @ 0.0116 mm52.4 @ 0.0120 mm%63.6 @ 0.0123 mm45.9 @ 0.0124 mm77.4 @ 0.0120 mm82.5 @ 0.0119 mm85.9 @ 0.0119 mm61.8 @ 0.0121 mm40.8 @ 0.0123 mm79.8 @ 0.0117 mm83.5 @ 0.0117 mm80.6 @ 0.0115 mm%23.4 @ 0.0128 mm18.3 @ 0.0127 mm30.6 @ 0.0126 mm58.7 @ 0.0119 mm72.9 @ 0.0116 mm57.1 @ 0.0117 mm43.4 @ 0.0120 mm18.0 @ 0.0124 mm77.8 @ 0.0115 mm83.7 @ 0.0116 mm%31.4 @ 0.0122 mm53.1 @ 0.0118 mm46.1 @ 0.0121 mm9.3 @ 0.0132 mm27.4 @ 0.0124 mm18.7 @ 0.0123 mm12.0 @ 0.0128 mm7.5 @ 0.0131 mm12.5 @ 0.0127 mm19.5 @ 0.0122 mm%
%44.5 @ 0.0083 mm40.6 @ 0.0087 mm49.1 @ 0.0085 mm53.2 @ 0.0087 mm45.3 @ 0.0085 mm62.9 @ 0.0079 mm74.1 @ 0.0080 mm75.8 @ 0.0082 mm65.7 @ 0.0083 mm47.1 @ 0.0086 mm%58.8 @ 0.0088 mm42.3 @ 0.0088 mm72.6 @ 0.0086 mm76.1 @ 0.0085 mm79.1 @ 0.0085 mm57.9 @ 0.0086 mm38.1 @ 0.0088 mm72.4 @ 0.0084 mm76.0 @ 0.0084 mm72.3 @ 0.0083 mm%21.2 @ 0.0091 mm17.1 @ 0.0090 mm29.0 @ 0.0089 mm55.3 @ 0.0085 mm66.6 @ 0.0083 mm49.8 @ 0.0084 mm40.7 @ 0.0085 mm17.0 @ 0.0088 mm68.3 @ 0.0083 mm80.7 @ 0.0083 mm%30.6 @ 0.0087 mm51.1 @ 0.0084 mm41.9 @ 0.0086 mm9.4 @ 0.0093 mm25.1 @ 0.0088 mm18.3 @ 0.0087 mm11.7 @ 0.0090 mm7.1 @ 0.0093 mm12.1 @ 0.0090 mm18.1 @ 0.0087 mm%
%36.6 @ 0.0061 mm37.0 @ 0.0062 mm41.0 @ 0.0062 mm46.6 @ 0.0062 mm41.8 @ 0.0061 mm56.5 @ 0.0058 mm68.5 @ 0.0058 mm68.2 @ 0.0059 mm60.9 @ 0.0060 mm41.0 @ 0.0062 mm%55.8 @ 0.0062 mm38.9 @ 0.0063 mm66.0 @ 0.0061 mm69.9 @ 0.0061 mm72.5 @ 0.0061 mm51.7 @ 0.0062 mm35.3 @ 0.0062 mm67.1 @ 0.0060 mm69.2 @ 0.0060 mm66.9 @ 0.0060 mm%20.6 @ 0.0064 mm16.0 @ 0.0064 mm26.3 @ 0.0064 mm52.0 @ 0.0060 mm61.8 @ 0.0060 mm43.7 @ 0.0061 mm37.3 @ 0.0061 mm15.9 @ 0.0063 mm60.4 @ 0.0060 mm71.8 @ 0.0060 mm%27.7 @ 0.0062 mm47.1 @ 0.0060 mm36.8 @ 0.0062 mm8.9 @ 0.0066 mm23.1 @ 0.0062 mm16.8 @ 0.0062 mm11.7 @ 0.0064 mm6.2 @ 0.0066 mm11.2 @ 0.0064 mm17.2 @ 0.0061 mm%
%26.6 @ 0.0031 mm31.9 @ 0.0031 mm34.8 @ 0.0030 mm40.0 @ 0.0031 mm35.1 @ 0.0030 mm49.5 @ 0.0029 mm58.6 @ 0.0029 mm58.4 @ 0.0030 mm53.2 @ 0.0030 mm36.2 @ 0.0031 mm%49.5 @ 0.0031 mm34.5 @ 0.0031 mm58.1 @ 0.0030 mm60.3 @ 0.0030 mm61.1 @ 0.0030 mm44.2 @ 0.0031 mm30.7 @ 0.0031 mm55.9 @ 0.0030 mm58.0 @ 0.0030 mm53.4 @ 0.0027 mm%17.2 @ 0.0029 mm14.1 @ 0.0029 mm22.5 @ 0.0029 mm44.4 @ 0.0027 mm52.6 @ 0.0027 mm37.1 @ 0.0027 mm32.4 @ 0.0027 mm14.1 @ 0.0031 mm56.2 @ 0.0029 mm64.2 @ 0.0029 mm%26.2 @ 0.0030 mm39.8 @ 0.0030 mm31.7 @ 0.0030 mm8.4 @ 0.0032 mm20.7 @ 0.0030 mm15.1 @ 0.0030 mm10.6 @ 0.0031 mm6.6 @ 0.0032 mm10.6 @ 0.0031 mm15.6 @ 0.0030 mm%
%21.8 @ 0.0013 mm27.2 @ 0.0013 mm28.7 @ 0.0013 mm33.7 @ 0.0013 mm30.4 @ 0.0013 mm41.0 @ 0.0012 mm50.4 @ 0.0012 mm49.4 @ 0.0013 mm44.9 @ 0.0013 mm33.1 @ 0.0013 mm%43.0 @ 0.0013 mm29.7 @ 0.0013 mm51.4 @ 0.0013 mm50.5 @ 0.0013 mm52.4 @ 0.0013 mm40.2 @ 0.0013 mm26.9 @ 0.0013 mm48.6 @ 0.0013 mm48.9 @ 0.0013 mm45.0 @ 0.0013 mm%15.7 @ 0.0013 mm12.8 @ 0.0013 mm20.7 @ 0.0013 mm38.7 @ 0.0013 mm43.5 @ 0.0013 mm32.7 @ 0.0013 mm28.2 @ 0.0013 mm12.4 @ 0.0013 mm43.8 @ 0.0013 mm51.5 @ 0.0013 mm%22.2 @ 0.0013 mm34.2 @ 0.0013 mm28.2 @ 0.0013 mm6.8 @ 0.0014 mm17.4 @ 0.0013 mm11.5 @ 0.0013 mm8.4 @ 0.0014 mm4.6 @ 0.0014 mm8.4 @ 0.0014 mm10.5 @ 0.0013 mm%
1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay
2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt
3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt
4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand
Source: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sands
Compiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sand

&6 Page &P of &N &G

T2_Physicals_Rerun_Rev

TABLE 2BTABLE 2BTABLE 2BTABLE 2BTABLE 2B
Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, January 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, January 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, January 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, January 2010Results of Physical Analyses for Sediment Samples Collected in Charleston Harbor, South Carolina, January 2010
Charleston Entrance ChannelTidewater Reach / Custom House ReachTown Creek Lower ReachHog Island ReachDrum Island ReachWando River Lower ReachWando Upper Reach
Sample:CHEC09-aCHEC09-bCHEC09-cCHEC09-dCHEC09-eTWCH09-aTWCH09-bTWCH09-cTWCH09-dTWCH09-eSample:TCLR09-aTCLR09-a-DUPTCLR09-bTCLR09-b-DUPTCLR09-cTCLR09-c-DUPTCLR09-dTCLR09-d-DUPTCLR09-eTCLR09-e-DUPSample:HI09-aHI09-bHI09-cHI09-dHI09-eDI09-aDI09-bDI09-cDI09-dDI09-eSample:WLR09-aWLR09-bWLR09-cWLR09-dWLR09-eWUR09-aWUR09-bWUR09-cWUR09-dWUR09-eSample:
AnalyteAnalyteAnalyteAnalyteAnalyte
DescriptionSILT, some clay, some fine quartz sand, dark grayCLAY, some silt, some fine quartz sand, graySILT, some clay, little fine quartz sand, light grayCLAY, some silt, little fine quartz sand, grayCLAY, some silt, little fine quartz sand, trace sand-sized shell, grayCLAY, some silt, little fine quartz sand, dark grayCLAY, little silt, few fine quartz sand, light grayCLAY, little silt, few fine quartz sand, light grayCLAY, little silt, few fine quartz sand, grayCLAY, some silt, some fine quartz sand, dark grayDescriptionCLAY, some silt, little fine quartz sand, dark grayCLAY, some silt, little fine quartz sand, dark grayCLAY, some silt, some fine quartz sand, dark graySILT, some clay, some fine quartz sand, grayCLAY, some silt, few fine quartz sand, light grayCLAY, some silt, few fine quartz sand, grayCLAY, some silt, trace fine quartz sand, light grayCLAY, some silt, few fine quartz sand, grayCLAY, some silt, trace fine quartz sand, light grayCLAY, some silt, few fine quartz sand, grayDescriptionSAND, fine quartz sand, some silt, little clay, dark graySAND, fine quartz sand, little silt, little clay, graySAND, fine quartz sand, some silt, some clay, grayCLAY, some silt, fine quartz sand, light graySAND, fine quartz sand, some silt, some clay, grayCLAY, some silt, little fine quartz sand, dark grayCLAY, some silt, some fine quartz sand, dark graySAND, fine quartz, some silt, little clay, dark grayCLAY, some silt, trace fine quartz sand, dark grayCLAY, some silt, grayDescriptionSAND, fine quartz sand, some silt, some clay, dark grayCLAY, some silt, little fine sand, graySILT, some clay, some fine quartz sand, dark graySAND, fine quartz sand, little silt, few clay, few sand-sized shell fragments, graySAND, fine quartz, some silt, little clay, dark graySAND, fine quartz, little silt, little clay, little sand-sized shell fragments, little fine gravel-sized shell fragments, dark graySAND, fine quartz, few silt, few clay, graySAND, fine quartz, few silt, few clay, graySAND, fine quartz, few silt, few clay, graySAND, fine quartz, few silt, few clay, trace fine sand-sized shell fragments, dark grayDescription
Gravel1%0.00.00.00.00.00.00.00.00.00.0Gravel1%0.00.00.00.00.00.00.00.00.00.0Gravel1%0.00.00.00.00.00.00.02.90.00.0Gravel1%0.00.00.00.00.015.70.20.00.01.1Gravel1%
Coarse Sand2%0.00.00.00.00.30.00.00.00.00.0Coarse Sand2%0.20.00.00.00.00.00.00.00.00.0Coarse Sand2%0.00.00.00.00.00.00.00.90.00.0Coarse Sand2%0.10.00.00.40.09.00.60.00.30.9Coarse Sand2%
Medium Sand2%0.90.30.20.15.51.30.10.10.20.3Medium Sand2%0.40.50.40.30.20.10.30.30.20.2Medium Sand2%0.20.40.20.20.20.41.24.80.30.1Medium Sand2%0.40.40.710.00.619.95.84.11.83.3Medium Sand2%
Fine Sand2%24.529.814.012.922.315.59.86.211.124.6Fine Sand2%17.216.729.131.55.46.64.75.24.76.3Fine Sand2%52.964.946.919.513.417.730.656.13.91.8Fine Sand2%42.921.829.463.844.532.776.186.679.877.7Fine Sand2%
Silt342.034.848.043.231.828.223.928.730.036.7Silt328.234.333.234.631.529.128.128.626.129.3Silt327.018.928.130.226.740.532.520.137.629.8Silt330.032.935.517.132.610.37.63.89.57.5Silt3
Clay3%32.635.137.843.839.854.766.265.058.738.4Clay3%54.048.537.233.662.964.266.965.969.064.2Clay3%19.915.324.850.159.741.435.715.258.268.3Clay3%26.644.934.48.722.212.49.75.58.69.5Clay3%
Total Solids%36.940.134.035.840.732.427.527.136.839.6Total Solids%39.139.649.647.528.629.329.027.827.727.7Total Solids%55.767.155.633.433.56.746.673.526.624.9Total Solids%55.241.842.873.156.270.47074.369.474.6Total Solids%
Moisture (wet)%63.159.966.064.259.367.672.572.963.260.4Moisture (wet)%60.960.450.452.571.470.771.072.272.372.3Moisture (wet)%44.332.944.466.666.593.353.426.573.475.1Moisture (wet)%44.858.257.226.943.829.630.025.730.625.4Moisture (wet)%
ClassificationUSCSMHCHMHCHCHCL-MLCL-MLCHCL-MLCL-MLClassificationUSCSCL-MLCL-MLCL-MLMHCHCHCHCL-MLCHCL-MLClassificationUSCSSC-SMSC-SMSC-SMCL-MLSC-SMCL-MLCL-MLSMCL-MLCHClassificationUSCSSP-SCCL-MLMHSC-SMSC-SMSMSMSP-SMSMSMClassificationUSCS
Sample:CHEC09-aCHEC09-bCHEC09-cCHEC09-dCHEC09-eTWCH09-aTWCH09-bTWCH09-cTWCH09-dTWCH09-eSample:TCLR09-aTCLR09-a-DUPTCLR09-bTCLR09-b-DUPTCLR09-cTCLR09-c-DUPTCLR09-dTCLR09-d-DUPTCLR09-eTCLR09-e-DUPSample:HI09-aHI09-bHI09-cHI09-dHI09-eDI09-aDI09-bDI09-cDI09-dDI09-eSample:WLR09-aWLR09-bWLR09-cWLR09-dWLR09-eWUR09-aWUR09-bWUR09-cWUR09-dWUR09-eSample:
Sieve Size4% FinerSieve Size4% FinerSieve Size4% FinerSieve Size4% FinerSieve Size4% Finer
3/4"%--------------------3/4"%--------------------3/4"%--------------------3/4"%----------100.0--------3/4"%
1/2"%--------------------1/2"%--------------------1/2"%--------------100.0----1/2"%----------92.1--------1/2"%
3/8"%--------------------3/8"%--------------------3/8"%--------------97.3----3/8"%--------100.088.1100.0100.0100.0100.03/8"%
#4%--------99.7----------#4%100.0100.0----------------#4%--99.5------100.0--97.1----#4%100.0----100.099.984.399.8100.0100.098.9#4%
#10%100.0100.0100.0100.099.499.7100.0100.0100.0100.0#10%99.8100.099.9100.0100.0100.0100.0100.0100.0100.0#10%100.099.5100.0100.0100.0100.0100.096.2100.0100.0#10%99.9100.0100.099.699.975.399.2100.099.798.0#10%
#20%99.799.999.899.998.299.5100.0100.099.999.9#20%99.699.799.899.899.899.999.899.899.999.9#20%99.999.499.999.999.999.899.893.999.899.9#20%99.899.999.797.699.769.297.699.699.797.2#20%
#40%99.199.799.899.993.998.499.999.999.899.7#40%99.499.599.599.799.899.999.799.799.899.8#40%99.899.199.899.899.899.698.891.499.799.9#40%99.599.699.389.699.355.493.495.997.994.7#40%
#60%98.499.499.699.888.896.899.699.899.697.9#60%98.698.599.098.999.799.899.699.799.699.6#60%99.497.999.399.799.799.194.182.399.599.9#60%99.099.096.875.197.741.986.987.093.690.7#60%
#100%91.596.498.698.784.693.598.099.398.990.4#100%90.992.190.688.699.199.199.099.098.798.3#100%79.373.589.596.796.991.881.047.998.699.7#100%89.691.781.340.085.330.454.237.357.251.4#100%
#200%74.669.985.887.071.682.990.193.788.775.1#200%82.282.870.468.294.493.395.094.595.193.5#200%46.934.252.980.386.481.968.235.395.898.1#200%56.677.869.925.854.822.717.39.318.117.0#200%
Hydrometer Readings%73.3 @ 0.0557 mm58.1 @ 0.0635 mm84.2 @ 0.0578 mm85.0 @ 0.0624 mm66.7 @ 0.0612 mm82.4 @ 0.0564 mm89.3 @ 0.0593 mm92.5 @ 0.0606 mm87.5 @ 0.0603 mm66.6 @ 0.0627 mmHydrometer Readings%78.2 @ 0.0654 mm77.6 @ 0.0634 mm63.0 @ 0.0646 mm49.9 @ 0.0655 mm90.9 @ 0.0642 mm91.4 @ 0.0626 mm92.4 @ 0.0637 mm94.1 @ 0.0626 mm94.4 @ 0.0640 mm91.3 @ 0.0614 mmHydrometer Readings%31.3 @ 0.0679 mm23.7 @ 0.0678 mm35.9 @ 0.0679 mm70.2 @ 0.0629 mm84.1 @ 0.0616 mm70.6 @ 0.0610 mm57.2 @ 0.0629 mm21.8 @ 0.0661 mm94.6 @ 0.0596 mm97.6 @ 0.0617 mmHydrometer Readings%38.4 @ 0.0649 mm63.6 @ 0.0624 mm57.6 @ 0.0638 mm10.5 @ 0.0719 mm35.2 @ 0.0657 mm22.4 @ 0.0674 mm16.2 @ 0.0697 mm8.8 @ 0.0726 mm17.2 @ 0.0698 mm16.1 @ 0.0703 mmHydrometer Readings%
%70.0 @ 0.0402 mm57.2 @ 0.0451 mm77.9 @ 0.0420 mm82.3 @ 0.0444 mm61.8 @ 0.0442 mm82.4 @ 0.0399 mm88.1 @ 0.0421 mm91.2 @ 0.0430 mm85.0 @ 0.0430 mm64.5 @ 0.0447 mm%74.5 @ 0.0467 mm73.6 @ 0.0453 mm55.7 @ 0.0467 mm47.8 @ 0.0467 mm87.5 @ 0.0457 mm89.9 @ 0.0444 mm90.8 @ 0.0452 mm92.6 @ 0.0444 mm92.7 @ 0.0454 mm85.7 @ 0.0441 mm%29.7 @ 0.0483 mm22.5 @ 0.0483 mm35.0 @ 0.0481 mm66.6 @ 0.0450 mm77.6 @ 0.0445 mm64.2 @ 0.0442 mm54.3 @ 0.0450 mm19.7 @ 0.0473 mm93.3 @ 0.0423 mm96.0 @ 0.0438 mm%36.0 @ 0.0464 mm61.5 @ 0.0445 mm56.6 @ 0.0452 mm9.8 @ 0.0510 mm33.6 @ 0.0468 mm21.8 @ 0.0478 mm14.0 @ 0.0499 mm8.3 @ 0.0515 mm13.1 @ 0.0504 mm14.3 @ 0.0502 mm%
%63.4 @ 0.0295 mm56.2 @ 0.0319 mm71.7 @ 0.0304 mm75.6 @ 0.0320 mm57.8 @ 0.0317 mm81.4 @ 0.0283 mm86.9 @ 0.0299 mm88.6 @ 0.0307 mm81.3 @ 0.0308 mm62.2 @ 0.0319 mm%71.7 @ 0.0331 mm71.0 @ 0.0323 mm53.2 @ 0.0332 mm45.9 @ 0.0332 mm84.1 @ 0.0325 mm85.4 @ 0.0318 mm89.1 @ 0.0321 mm91.2 @ 0.0315 mm91.0 @ 0.0322 mm84.3 @ 0.0313 mm%28.9 @ 0.0343 mm20.0 @ 0.0346 mm34.1 @ 0.0342 mm64.3 @ 0.0320 mm77.7 @ 0.0314 mm63.2 @ 0.0313 mm49.6 @ 0.0323 mm19.1 @ 0.0336 mm90.3 @ 0.0302 mm94.4 @ 0.0311 mm%35.2 @ 0.0329 mm59.4 @ 0.0316 mm55.5 @ 0.0321 mm9.8 @ 0.0361 mm30.4 @ 0.0335 mm21.2 @ 0.0339 mm12.9 @ 0.0355 mm6.6 @ 0.0367 mm12.5 @ 0.0357 mm13.1 @ 0.0357 mm%
%57.6 @ 0.0192 mm50.4 @ 0.0206 mm65.6 @ 0.0197 mm67.6 @ 0.0207 mm51.9 @ 0.0205 mm78.8 @ 0.0181 mm85.8 @ 0.0190 mm86.1 @ 0.0195 mm80.1 @ 0.0196 mm60.0 @ 0.0203 mm%65.3 @ 0.0212 mm65.8 @ 0.0207 mm48.4 @ 0.0213 mm43.9 @ 0.0211 mm80.8 @ 0.0207 mm82.6 @ 0.0202 mm85.7 @ 0.0204 mm88.1 @ 0.0201 mm89.4 @ 0.0204 mm83.1 @ 0.0198 mm%25.0 @ 0.0220 mm19.4 @ 0.0219 mm32.3 @ 0.0217 mm60.9 @ 0.0204 mm76.5 @ 0.0199 mm59.1 @ 0.0201 mm45.9 @ 0.0207 mm18.6 @ 0.0213 mm86.1 @ 0.0194 mm93.0 @ 0.0197 mm%33.7 @ 0.0209 mm57.3 @ 0.0202 mm51.3 @ 0.0206 mm9.8 @ 0.0228 mm28.9 @ 0.0213 mm19.0 @ 0.0217 mm12.3 @ 0.0225 mm6.0 @ 0.0233 mm11.9 @ 0.0227 mm12.5 @ 0.0226 mm%
%50.3 @ 0.0115 mm44.5 @ 0.0122 mm57.3 @ 0.0117 mm60.9 @ 0.0121 mm49.0 @ 0.0119 mm72.2 @ 0.0108 mm79.9 @ 0.0112 mm80.8 @ 0.0115 mm71.5 @ 0.0116 mm52.4 @ 0.0120 mm%63.6 @ 0.0123 mm61.8 @ 0.0121 mm45.9 @ 0.0124 mm40.8 @ 0.0123 mm77.4 @ 0.0120 mm79.8 @ 0.0117 mm82.5 @ 0.0119 mm83.5 @ 0.0117 mm85.9 @ 0.0119 mm80.6 @ 0.0115 mm%23.4 @ 0.0128 mm18.3 @ 0.0127 mm30.6 @ 0.0126 mm58.7 @ 0.0119 mm72.9 @ 0.0116 mm57.1 @ 0.0117 mm43.4 @ 0.0120 mm18.0 @ 0.0124 mm77.8 @ 0.0115 mm83.7 @ 0.0116 mm%31.4 @ 0.0122 mm53.1 @ 0.0118 mm46.1 @ 0.0121 mm9.3 @ 0.0132 mm27.4 @ 0.0124 mm16.2 @ 0.0127 mm11.8 @ 0.0130 mm6.0 @ 0.0134 mm11.4 @ 0.0131 mm11.2 @ 0.0131 mm%
%44.5 @ 0.0083 mm40.6 @ 0.0087 mm49.1 @ 0.0085 mm53.2 @ 0.0087 mm45.3 @ 0.0085 mm62.9 @ 0.0079 mm74.1 @ 0.0080 mm75.8 @ 0.0082 mm65.7 @ 0.0083 mm47.1 @ 0.0086 mm%58.8 @ 0.0088 mm57.9 @ 0.0086 mm42.3 @ 0.0088 mm38.1 @ 0.0088 mm72.6 @ 0.0086 mm72.4 @ 0.0084 mm76.1 @ 0.0085 mm76.0 @ 0.0084 mm79.1 @ 0.0085 mm72.3 @ 0.0083 mm%21.2 @ 0.0091 mm17.1 @ 0.0090 mm29.0 @ 0.0089 mm55.3 @ 0.0085 mm66.6 @ 0.0083 mm49.8 @ 0.0084 mm40.7 @ 0.0085 mm17.0 @ 0.0088 mm68.3 @ 0.0083 mm80.7 @ 0.0083 mm%30.6 @ 0.0087 mm51.1 @ 0.0084 mm41.9 @ 0.0086 mm9.4 @ 0.0093 mm25.1 @ 0.0088 mm15.1 @ 0.0091 mm11.3 @ 0.0092 mm6.1 @ 0.0095 mm10.8 @ 0.0093 mm10.7 @ 0.0093 mm%
%36.6 @ 0.0061 mm37.0 @ 0.0062 mm41.0 @ 0.0062 mm46.6 @ 0.0062 mm41.8 @ 0.0061 mm56.5 @ 0.0058 mm68.5 @ 0.0058 mm68.2 @ 0.0059 mm60.9 @ 0.0060 mm41.0 @ 0.0062 mm%55.8 @ 0.0062 mm51.7 @ 0.0062 mm38.9 @ 0.0063 mm35.3 @ 0.0062 mm66.0 @ 0.0061 mm67.1 @ 0.0060 mm69.9 @ 0.0061 mm69.2 @ 0.0060 mm72.5 @ 0.0061 mm66.9 @ 0.0060 mm%20.6 @ 0.0064 mm16.0 @ 0.0064 mm26.3 @ 0.0064 mm52.0 @ 0.0060 mm61.8 @ 0.0060 mm43.7 @ 0.0061 mm37.3 @ 0.0061 mm15.9 @ 0.0063 mm60.4 @ 0.0060 mm71.8 @ 0.0060 mm%27.7 @ 0.0062 mm47.1 @ 0.0060 mm36.8 @ 0.0062 mm8.9 @ 0.0066 mm23.1 @ 0.0062 mm13.4 @ 0.0065 mm10.3 @ 0.0065 mm5.6 @ 0.0067 mm9.2 @ 0.0066 mm9.6 @ 0.0066 mm%
%26.6 @ 0.0031 mm31.9 @ 0.0031 mm34.8 @ 0.0030 mm40.0 @ 0.0031 mm35.1 @ 0.0030 mm49.5 @ 0.0029 mm58.6 @ 0.0029 mm58.4 @ 0.0030 mm53.2 @ 0.0030 mm36.2 @ 0.0031 mm%49.5 @ 0.0031 mm44.2 @ 0.0031 mm34.5 @ 0.0031 mm30.7 @ 0.0031 mm58.1 @ 0.0030 mm55.9 @ 0.0030 mm60.3 @ 0.0030 mm58.0 @ 0.0030 mm61.1 @ 0.0030 mm53.4 @ 0.0027 mm%17.2 @ 0.0029 mm14.1 @ 0.0029 mm22.5 @ 0.0029 mm44.4 @ 0.0027 mm52.6 @ 0.0027 mm37.1 @ 0.0027 mm32.4 @ 0.0027 mm14.1 @ 0.0031 mm56.2 @ 0.0029 mm64.2 @ 0.0029 mm%26.2 @ 0.0030 mm39.8 @ 0.0030 mm31.7 @ 0.0030 mm8.4 @ 0.0032 mm20.7 @ 0.0030 mm11.0 @ 0.0032 mm9.1 @ 0.0032 mm5.5 @ 0.0033 mm8.5 @ 0.0032 mm9.4 @ 0.0032 mm%
%21.8 @ 0.0013 mm27.2 @ 0.0013 mm28.7 @ 0.0013 mm33.7 @ 0.0013 mm30.4 @ 0.0013 mm41.0 @ 0.0012 mm50.4 @ 0.0012 mm49.4 @ 0.0013 mm44.9 @ 0.0013 mm33.1 @ 0.0013 mm%43.0 @ 0.0013 mm40.2 @ 0.0013 mm29.7 @ 0.0013 mm26.9 @ 0.0013 mm51.4 @ 0.0013 mm48.6 @ 0.0013 mm50.5 @ 0.0013 mm48.9 @ 0.0013 mm52.4 @ 0.0013 mm45.0 @ 0.0013 mm%15.7 @ 0.0013 mm12.8 @ 0.0013 mm20.7 @ 0.0013 mm38.7 @ 0.0013 mm43.5 @ 0.0013 mm32.7 @ 0.0013 mm28.2 @ 0.0013 mm12.4 @ 0.0013 mm43.8 @ 0.0013 mm51.5 @ 0.0013 mm%22.2 @ 0.0013 mm34.2 @ 0.0013 mm28.2 @ 0.0013 mm6.8 @ 0.0014 mm17.4 @ 0.0013 mm7.8 @ 0.0014 mm7.0 @ 0.0014 mm4.5 @ 0.0014 mm6.4 @ 0.0014 mm7.2 @ 0.0014 mm%
1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay1 Gravel = Particles ≥4.750 mmCL = Clay
2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt2 Sand = Particles ≥0.075 mm but <4.750 mmML = Silt
3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt3 Silt/Clay = Particles <0.075 mmMH = Silt of high platicity, elastic silt
4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand4 See Appendix C for grain size distribution graphs and laboratory triplicate results.SC = Clayey sand
Source: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sandsSource: MACTEC Engineering and Consulting, Inc.SM = Silty sands
Compiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sandCompiled by: ANAMAR Environmental Consulting, Inc.SP = Poorly graded sand

&"Tahoma,Regular"&8 Page &P of &N &G

T3_Physicals_COMP_Rev

TABLE 3
Results of Physical Analyses for Composited Sediment Samples Collected in Charleston Harbor, South Carolina, January 2010
Sample:CHEC09-COMPTWCH09-COMPTCLR09-COMPTCLR09-COMP-DUPHI09-COMPDI09-COMPWLR09-COMPWUR09-COMPWTB09-COMPRS-CH-A-COMP
Analyte
DescriptionCLAY, some silt, little fine sand, graySILT, some clay, some fine quartz sand, graySILT, some clay, some fine quartz sand, graySILT, some clay, some fine quartz sand, graySAND, fine quartz, some clay, little silt, grayCLAY, some silt, some fine quartz sand, graySAND, fine quartz, some clay, little silt, graySAND, fine quartz, little clay, few silt, grayCLAY, some silt, some fine sand, dark graySAND, fine quartz, some sand size shell and shell fragments, little silt, trace clay, light gray
Gravel1%0.00.00.00.00.00.00.00.00.022.6
Coarse Sand2%0.20.20.30.10.10.80.00.20.010.6
Medium Sand2%0.30.50.70.60.32.56.33.91.39.9
Fine Sand2%14.321.331.129.664.945.861.879.025.039.5
Silt3%37.746.135.836.212.022.811.67.328.612.7

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .