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WSRC-TR-99-000S7
Geotechnical Analysis of Five Shelby Tube Samples from H-Area Retention Basin
-I
r- ~- -------.~
by
C. A. Langton
Westinghouse Savannah River Company Savannah River Site Aiken, South Carolina 29808
W. L. Mhyr.
DOE Contract No. DE-AC09-96SR18500
RECORDS ADMINISTRATION
11111111111111111111111111111111111111111111111111 RD125210
This paper was prepared in connection with work done under the above contract number with the U. S. Department of Energy. By acceptance of this paper, the publisher andlor recipient acknowledges the U. S. Government's right to retain a nonexclusive, royalty-free license in and to any copyright covering this paper, along with the right to reproduce and to authorize others to reproduce all or part of the copyrighted paper.
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DISCLAIMER
This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof.
This report has been reproduced directly from the best available copy.
Available to DOE and DOE contractors from the Office of Scientific and Technicallnfonnation, P.O. Box 62, Oak Ridge, 1N 37831; prices available from (615) 576-8401.
Available to the public from the National Technical Infonnation Service, U.S. Department of Commerce, 5285 Port Royal Road, Springfield, VA 22161.
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WSRC-TR-99-OOO57, Rev. 0 ... -, I
February 8,1999
Key Words: H·Area Retention Basin Geotechnical Analysis Soil Characterization
RETENTION: Permanent
GEOTECHNICAL ANALYSIS OF FIVE SHELBY TUBE SAMPLES FROM THE H·AREA RETENTION BASIN (U)
Author
Christine A. Langton, Westinghouse Savannah River Company
Savannah River Technology Center Aiken, SC 29808
And
W. L. Mhyre Raytheon Engineers and Constructors
Savannah River Site Aiken, SC 29808
I Date: February 8, 1999
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II
I
Westinl!house Savannah River Companv Savannah River Site Aiken. SC 29808
SAVANNAH RIVER SITE
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REVIEWS and APPROVALS
Authors
C. Langton waste Processing Technology/
ApprovalslReviews
B. T. Butcher, Level 4 Waste Processing Technology/SRTC
W.E. Skwens, Level 3 waste Processing Technology/SRTC
B.K. Environmental Engineering/WSRC
WSRC-TR-99-OOO57 Rev. 0
February 8, 1999
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Date
r'Date
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TABLE OF CONTENTS
WSRC-TR-99-OOOS7 Rev. 0
February 8, 1999
SUMMARY 1 BACKGROUND 1 LABORATORY TESTING 3 RESULTS AND DISCUSSION 3
VJSU8l Description/Core Logging 3 Soil Classification Based on Particle Size Analyses 3 Unit Weights As Received and Dried S Natural Moisture, Specific Gravity and Porosity 6 Saturated Vertical Hydraulic Conductivity 6 ~~ 8 Exchangeable Acidity 8 Cation Exchange Capacity 9
CONCLUSIONS 9 REFERENCES 9 QUALITY ASSURANCE 11 ACKNOWLEDGEMENTS 11 APPENDICIES
APPENDIX 1. HRB Shelby Tube Sample Descriptions A-I APPENDIX 2. Particle Size Analyses (Sieve and Hydrometer), Soil Classifications
Specific Gravity Data Sheets A-2 APPENDIX 3. Saturated Vertical Hydraulic Conductivity Data Sheets A-3 APPENDIX 4. Exchangeable Acidity Data Sheets A-4 APPENDIX S. Sodium Concentrations for Cation Exchange Capacity Calculations - A-S APPENDIX 6. Chain of Custody for the HRB Shelby Tube samples A-6
TABLES
Table 1. Soil Classification Based on Particle Size of the HRB Shelby Tube Samples 4 Table 2. Unit Weights of As Received HRB Shelby Tube Samples S Table 3. Unit Weights of Dried HRB Shelby Tube Samples . S Table 4. Natural Moisture Content, Specific Gravity and Porosity ofHRB Samples 6 Table S. Vertical Hydraulic Conductivities <k--) ofHRB Shelby Tube Samples 7 Table 6. Comparison of Water Contents of As Received and Saturated Samples From the
HRB Shelby Tubes 7 Table 7. pH Values for the HRB Shelby Tube Samples 8 Table 8. Exchangeable Acidity of the HRB Shelby Tube Samples 8 Table 9. Cation Exchange Capacity of the HRB Shelby Tube Samples 9 Table 10. Summary of the Geotechnical Properties of the HRB Shelby Tube Siunples - 10 Table 11. Summary of the Geochemical Properties of the HRB Shelby Tube Samples - 10
FIGURES
Figure 1. Locations of the HRB Shelby Tube Samples Analyzed in This Study ---- 2
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WESTINGHOUSE SAVANNAH RlVER COMPANY SAVANNAH RIVER TECHNOLOGY CENTER
GEOTECHNICAL ANALYSIS OF FIVE SHELBY TUBE SAMPLES FROM THE H-AREA RETENTION BASIN (U)
Christine A. Langton Westinghouse Savannah River Company Savannah River Technology Center, Aiken, SC 29808
W.L.Mhyre Raytheon Engineers & Contractors Savannah River Site Aiken, SC 29808
SUMMARY
WSRC-TR-99..oooS7 February 8, 1999
Page 10fll
Geotechnical and geochemical analyses were performed on five Shelby tube samples collected in the H-Area Retention Basin (HRB) during July and August of 1998. The samples were collected as part of the HRB characterization study. The test results, which are documented in this report, will be used to support the HRB contaminant fate and tranSport modeling/analysis and to evaluate remedial options. The results will also be used as a base line for future treatability studies.
The geotechnical testing was performed in the SRTC low-level radioactive soils characterization laboratory. WSRClSRTC and Raytheon personnel conducted the test program. ASTM and EPA test protocols were used. Sample locations are indicated in Figure 1. The physical and chemical properties of the samples are consistent with the soil types, i.e., clayey sands to sandy clay. Details of the soil classifications are provided in Table 1. Test results are summarized in Tables 2 to 11. Data sheets are provided in the Appendices A-I to A-6.
BACKGROUND
Descriptions of the HRB (281-3H) construction and operating history ire provided elsewhere. I, 2
Samples analyzed in this task were collected as part of the 1998 HRB sampling and characterization program which was conducted to support the Resource Conservation and Recovery Act Facility InvestigationlRemedial Investigation Work Plan (RFJIRI) for the H-Area Retention Basin (HRB) Operable Unit (OU). Results obtained in this study will be-used to support fate and transport analysis, evaluate remedial action objectives, and support human health and ecological risk assessments involved in HRB remediation. They will also be used to support future treatability studies. During the sampling campaign in 1998, Shelby tube samplers were used to collect undisturbed material from the basin at 3 locations (HRBS-04, -OS, and -06) and from three wells (HR3-14C at
WSRC-TR.-99-OOOS7 Febnwy 8, 1999
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10.0 to 12.0 feet below land surfiIce (it bls), HR3-1SC at 132.0 to 134.0 it bls., and HR3-16 DL at 6.0 to 8.0 it bls). Five Shelby tubes, which were identified by Environmental Restoration personnel for this series of tests, were relocated to SRTe, 773-A on 12-28-98. They included well samples, HRB-14C, HR3-1SC and HR3-16DL, and samples collected from the basin bottom, HRBS-2S-01, and HRBS-27-01. The samples were sealed and transported to building 772-7B for temporary refrigerated storage. Storage in SRTC was under ambient conditions.
L. A Bagwell, SGS, provided a correlation between the sample locations and the Shelby tube labels. This information is provided below:
SHELBY TUBE LD. HR3-1SC HR3-16DL BRBS-25~1 BRBS-27~1 BRB-14C
C4rresponding well or bore bole Well Well Hole Hole . Well HR3-1SC HR3-16DL BRBS~S BRBS-06 HR3-14C
Date Sampled SAug. 1998 30 June 1998 23 July 1998 27 July 1998 10 July 1998
Ground Elevation (ft above mean sea level) 263.3 254.9 -263 -263 264.S Sample Depth (ft below land SUIfal:e) 132 -134 6-7 0-2.S 0-2.S 8-10 Sample Elevation (ft above mean sea level) 129.3 - 131.3 247.9 - 248.9 260.S -263 260.S -263 2S4.S - 2S6.S Approximate Core Length ~inches~ 12 16 20 IS.s 26
The locations of these samples are shown in Figure 1.
_'~· ____ ~I ____ ~I~~~I~ __ ~t ____ ~I~ __ ~I~ .. . ..... ---_.
.-, ....
-
- I , I !I • !' --
Figure 1. H-Area Retention Basin Sampling Locations
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LABORATORY TESTING
WSRC-TR-99.,oooS7 February S, 1999
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Geoehemcial properties of the soU samples were determined according to the United States Environmental Protection Agency (EPA) SW-S46 methods. Physical and hydrological parameters were determined using American Society for Testing and Materials (ASTM) or United States Army Corps of Engineers (COE) procedures, as applicable. The following tests were conducted: I. Core Logging 2. Particle Size
a. #200 Sieve Analysis (ASTMo.II40) b. Sieve Analysis (ASTMD-421) c. Hydrometer Analysis (ASTMD-422)
3. Unit Weight and Moisture (SRTe Procedure) 4. Natural Moisture (ASTM D-2216) S. Bulk Density (ASTMD-4S31) 6. Specific Gravity ASTM D-SS4) 7. Porosity (calculation) S. Falling Head Permeability - Vertical (ASTM D-SOS4) 9. pH(USEPA) 10. Exchangeable Acidity (US EPA30S.I) II. Cation Exchange Capacity (US EPA 9081)
RESULTS AND DISCUSSION
.Vuual Description/Core Logging
The descriptions of the soU/sediment samples in the HRB Shelby tubes are given in Appendix A-I. The soils were clayey sands to sandy clays. The descriptions are consistent with the soU classifications based on the particle size data reported below.
Soil Classification Based on Particle Size Analyses
Particle size data generated by sieve analyses (ASTM D-421 and ASTM 0.1140) and hydrometer analyses (ASTM D-422) were used to determine the soil classifications of samples from each of the HRB Shelby tubes. A summary of these results and the soU classifications is presented in Table I. The Data sheets with the test results are given in Appendix 2.
Slight differences in the visual descriptions and the soU classifications were anticipated because only a amall portion (about 3 inches) of the core was selected for the particle size analyses. This material was also judged to be the most representative of the core.
The most consolidated section of the core was selected for the hydraulic conductivity tests since the parameter of interest is related to the ability of the strata to act as a confining layer. Representative material was selected for the other tests. Gravel layers were not intentionally included since larger samples are necessary to accurately evaluate the amount and distribution of the gravel and/or cobbles on the physical properties of these soils.
*
WSRC-TR-99-OOOS7 February 8, 1999
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Table 1. Soil Oassification Based on Particle Size Analyses of the HRB Shelby Tube Samples.
Coarse Mediu Fine Gravel Sand Sand Sand Silt. Clay Colloid (wi. %)* (wi. %) (wi. %) (wi. %) (wi. % (wi. %) (wi. %)* Classification."
Well Samples HRB-14C 1 1 9 49 3 37 «34) Clayey Fine Sand HR3-1SC 8 9 8 52 8 15 « 14) Clayey Fme to Med.
Sand HR3-16DL 0 0 16 60 8 16 « 14) Clayey Fine Sand
Basin Samples HRBS-2S-01 0 2 20 22 6 50 «45) Sandy Clay or
Clayey Fine to Med. Sand
HRBS-27-01 2 7 38 24 6 23 «20) Clayey Med. Sand
The gravel and larger cobble size fractions are under represented in this description because the small diameter (2 and 5/8 inch diameter) of the Shelby tubes excluded collection of any larger material which may be present in the strata.
•• The colloidal portion of the sample is a subset of the clay fraction.
... ASTM D-422 provides the following definitions for the various size fractions.
Gravel: . Material passing the 3 inch (7.62 em) sieve and retained on the No.4 sieve (4.75mm);
Sand: Material passing the No.4 sieve (4.75 mm) and retained on the No.200 (75 mm) sieve. a) Coarse sand = Material passing the No.4 (4.75 mm) sieve and retained
on the No.10 (2.00 mm) sieve. b) Medium Sand = Material passing the No. 10 (2.00 mm) sieve and
retained on the No. 40 (425 J1lll) sieve. c) Fine sand = Material passing the No. 40 sieve (425 J1lll) and retained on
the No. 200 sieve (75 J1lll). Silt Size: Material 0.074 to 0.005 mm in diameter. Clay Size: Material smaller than 0.005 mm. Colloids: Material smaller than 0.001 mm.
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Unit Weights of the HRB Shelby Tube Samples As Received and Dried
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The unit weights of the samples as received and the unit weights of the dry samples are reported in Tables 2 and 3, respectively.
Table 2. Unit Weights of As Received HRB Shelby Tube Samples.
SampleID Wt. Wet Length of Soil (grams) . Wet Soil
(mches) Well Samples
HRB-I4C 782.4 3.652 HR3-15C 654.8 2.25 HR3-16DL 412.5 2.18
Basin Samples HRBS-25-01 672.6 3.125 HRBS-27-01 518.7 2 .
pcf - pounds per cubiC feet
Diameter Soil Core flllches)
2.875 2.875 2.875
2.875 2.875
Volume
S~le (ft')
0.01 0.01 0.01
0.01 0.01
Table 3. Unit Weights of Dried HRB Shelby Tube Samples.
SampieID
Well Samples HRB-14C HR3-15C HR3-16DL
Basin Samples HRBS-25-01 HRBS-27-01
Wt.Dry Soil ,. -,
625.5 460.1 349.5
545.5 463.9
pcf - pounds per cubiC feet
Length of Diameter Dry Soil Soil Core (mches) (mches)
3.652 2.875 2.25 2.875 2.18 2.875
3.125 2.875 2 2.875
Volume sample
(£1:3)
0.01 0.01 0.01
0.01 0.01
UnitWt. Wet (pei)
125.52 170.51 110.86
126.10 151.95
UnitWt dry
(pcf)
100.35 119.81 93.93
102.27 135.90
Natural Moisture, Specific: Gravity and Porosity
WSRC-TR-99-OOO57 February 8, 1999
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Natural moisture was c:alculated by determining the weight of water in each Shelby tube sample and c:alcuIating the moisture content relative to the dry weight of the sample (mass water/mass dry soil X 100). The natural moisture contents and the porosities of the samples are listed in Tables 3 and 4, respectively.
Table 4. Natural Moisture Content, Specific: Gravity and Porosity of HRB Shelby Tube Samples.
SlID ample Well Samples
HRB-14C HR3-15C HR3-16DL
Basin Samples HRBS-25-01 HRBS-27-01
Natural Moisture Content
ASTMD 2216 -20.05 29.73 15.27
18.90 10.56
Specific Gravity
ASTMD 854 -
2.24 2.60 2.62
2.64 2.61
Saturated Vertical Hydraulic: Conduc:tivity
Porosity Pore
F raction
0.282 0.262 0.426
0.379 0.166
Samples for the hydraulic conductivity tests were selected from portions of the core which were considered to be intact. The least fractured, most consolidated, highest clay content portions of the .core were selected for the hydraulic conductivity tests because it was assumed that the parameter of interest was the ability of the soil to function as a confining layer. Since the sample length was at least that of the diameter, some of the aamples contained gravel (up to Y:. inch), which was apparent after the aamples were removed from the cell, broken up and dried. Minor defects in the core surfaces (up to 3/8 inch deep and of limited sudiice extent) were patched with similar soil from the core. The samples were oriented in the permeability cell, such that, flow was parallel to the long axis of the core, i.e., vertical conductivities were measured.
Two aamples, HR3-15C and HR3-16DL were remolded after no flow was observed after several hours in the cell. Sample HR3-15C had a very high water content and was compacted as the result of the cell and head pressure applied to the sample during testing.
The samples were saturated to 13 values of greater than 0.95 per the ASTM procedure. Saturation was accomplished in the permeability cell prior to the conductivity measurements. Results are presented in Table 5. In addition, the finalwater content after saturation and completion of the hydraulic conductivity test was determined and reported for each sample used for the hydraulic conductivity measurement. This information is listed in Table 6 along with the water content determined on the as received aample. Data sheets are presented in Appendix 4.
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Table 5. Vertical Hydraulic: Conductivities (k.-...) orHRB Shelby Tube Samples.
Falling Head Hydraulic Conductivity ASTM D-5084 Run 1 Run 2 k Avc•
S8IllJ)le ID (cm/sec) (cm/sec) . (cm/sec) Well Samples
HRB-14C 1.67E-04 2.03E-04 l.85E-04 HR3-15C 1.06E-06 - 1.06E-06 HR3-I6DL 2.67E-OS 2.29E-OS 2.48E-05
Basin Samples HRBS-2S-01 4.02E-06 - 4.02E-06 HRBS-27-01 1.73E-OS 1.78E-OS 1.76E-05
Table 6. Comparison or Water Contents or As Received and Saturated Samples From the HRB Shelby Tubes.
SampleID
Well S8IllJ)les HRB-14C HR3-1SC HR3-16DL
Basin Samples HRBS-2S-01 HRBS-27-01
Water Content As Received
(from Table 2) (wt. % of solid)
20.05 29.73 15.27
18.90 10.56
Water Content After Saturation (from hydraulic conductivity
data sheets) (wt. % of solid)
25.2 32.9 12.0
29.2 17.5
I
Soil pH
WSRC-TR.-99-OOOS7 February 8, 1999
Page sofH
The pH of the soil is a measurement of the H' ion concentration in the pore fluid, which is in equilibrium with the soil, i.e., pH = log (I1CH+). The measurement determines the degree of acidity or alkalinity of the soil materials suspended in water. Deionized water was used to obtain these values per the EPA test method 904SA Results for the HRB Shelby tube samples are listed in Table 7.
Table 7. ph Values for the HRB Shelby Tube Samples.
SamoleID WellSamoles
HRB-14C HR3-1SC HR3-16DL
lBasin Samoles HRBS-25-01 HRBS-27-01
Exchangeable Acidity
pH samole 1
8.7 8
5.9
8.7 5.7
pH I samole2
8.2 7.28 5.14
7.88 4.75
pH Average
8.4S 7.64 5.52
8.29 5.22
Exchangeable acidities of the HRB Shelby tube samples were determined according to EPA Method 305.1. This test measures the mineral acidity of the sample plus the acidity resulting from oxidation and hydrolysis of polyvalent cations, such as, salts of iron and aluminum. Results are summarized in Table 8, and the data sheets are presented in Appendix 4.
Table 8. Exchangeable Acidity of the HRB Shelby Tube Samples.
Acidity (ueq!L) Acidity (ueq!L) Acidity (ueq/L) SamoleID SamoleA SamoieB Average WellSamoles
HRB-14C 90.3 170.5 130.4 HR3-15C 360.1 494.5 427.3 HR3-16DL 251.4 240.8 246.1
Basin Samoles HRBS-25-01 170.0 180.1 160.5 HRBS-27-01 140.9 105.3 123.1
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Cation Exchange Capacity
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Page 90fll
The cation exchange capacity (CEC) is a measure of the negative charges carried by the soil particles, organic matter and sesquioxides. US EPA Method 9081 was used for these determinations. Results are summarized in Table 9.and analytical data for sodium concentrations of tests solutions are presented in Appendix 5.
Table 9. Cation Exchange Capacity of the HRB Shelby Tube Samples.
CEC (c......tkg soil) CEC (c......tkg soil) CEC (c......tkg soil) SlID amJ>le S I A SIB A ample ample verage Well Samples
HRB-I4C 3.20 3.28 3.24 HRl-15C 4.76 3.47 4.12 HRl-l6DL 1.95 1.17 1.56
!Basin Samples HRBS-25-01 4.42 4.16 4.29 HRBS-27-01 . 3.36 2.71 3.04
CONCLUSIONS
The HRB Shelby tube samples analyzed in this study are clayey sands. One sample from the bottom of the basin, HRBS-25-01, is sandy clay. Geotechnical and geochemical test results obtained in the test program are consistent with the soil types and are summarized in Tables 10 and II, respectively. Data sheets are included in the Appendices A-I to A-6.
REFERENCES
1. WSRC-RP-97-122, Rev. 0, March 1997, "ASCADTM Combined Feasibility Study Proposed Plan Document for the H-Area Retention Basin (281-3H) (U)," Westinghouse Savannah River Company, Aiken, SC.
2. WSRC-RP-98-OO125, Rev. 0, March 1998, "281-3H Retention Basin Treatability Study Work: Plan (U)," Westinghouse Savannah River Company, Aiken, SC.
3. WSRC-RP-99-121, Rev. O.,]amwy 21, 1999, "Task Technical Plan for Geoteclmical Analysis of Five H-Area Retention Basin (HRB) Shelby Tube Samples (U)," Westinghouse Savannah River Company, Aiken, SC.
4. WSRC-RP-99-122, Rev. 0., ]amwy 21,1999, "Task Quality Assurance Plan for Geotechnical Analysis of Five H-Area Retention Basin (HRB) Shelby Tube Samples (U)," Westinghouse Savannah River Company, Aiken, SC.
WSRC-TR-99-OOO57 February 8,1999
Page 10 of 11
Table 10. Summary of the Geotechnical Properties ofthe BRB Shelby Tube Samples.
SampleID
Well Samples HRB-14C HR3-15C HR3-16DL
Basin Samples HRBS-25-01 HRBS-27-01
Ground Elevation Ftabove
....... "".-
264.5 263.3 254.9
-263 -263
Sample Depth
Ftbelow ._ ... -........ _ ......
8 to 10 132 to 134
6t07
o to 2.5 o to 2.5
Sample Elevation
Ft above MSL
254.5 to 256.5 129.3 to 131.3 247.9 to 248.9
260.5 to 263 260.5 to 263
Specific Gravity ASTM - "" .... --.-
2.24 2.6 2.62
2.64 2.61
Natural Unit Wt Moisture
Porosity as Unit Wt ¥o H2O Pore received dry ASTM
A-a __ .. _va. '-" .... ·1 \.1' .... ·1 ---_ ... -
0.282 125.52 100.35 20.05 0.262 170.51 119.81 29.73 0.426 110.86 93.93 15.27
0.379 126.10 102.27 18.90 0.166 151.95 . 135.90 10.56
Table 11. Summary of the Geochemical Properties of the HRB Shelby Tube Samples.
Exchangeable Acidi1
IWell Samples HRB-14C 8.45 130.4 3.24 HR3-15C 7.64 427.1 4.12 HR3-16DL 5.52 246.1 1.56
[Basin samples HRBS-25-01 8.29 160.5 4.29 HRBS-27-01 5.22 123.1 3.04
Vertical Hydraulic
ConductMty Kave.
'-"'~"'''''I
l.8SE-04
2.48E-05
4.02E-06 1.76E-05
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QUALITY ASSURANCE
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Page 11 of 11
Testing was conducted in accordance with ASTM standard practices and SRS procedures. Results are recorded in Laboratory Notebook WSRC-NB·98-OO204. The Task Technical Plan and Task Quality Assurance Plan for this effort are documented in WSRC-RP·99-OO122 and WSRC-RP.99-OO121, respectively. The Chain of Custody documentation for the Shelby Tube Samples is provided in Appendix 6.
ACKNOWLEDGEMENTS
Wyman Pope Jr. and Clyde N. Shramek, Raytheon Engineers & Constructors, perfonned the geotechnical testing. Frances Wakefield and Cathey Coffey perfonned the geochemical testing. Cecil Woodard and Lynda Wmgard opened the Shelby tubes and extracted the samples.
WSRC-TR.-99-OOOS7 . Febnwy 8,1999
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APPENDIX. 1.
HRB Shelby Tube Sample Descriptions I I I I I I I I I I I I I, I
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Visual Descriptions of the HRB Shelby Tube Samples
HRB-14C
WSRC-TR.-99-OOO57 February 8,1999
Page M-l
Approximately 26 inches of core was recovered from the Shelby tube. The upper 7 inches was disturbed and contained about 60 volume % large (up to 1.5 inches) quartzite gravel plus sand, silt and clsy. The gravel is subangular, hard and dense. This section of core is mottled yellow/red/white.
The lower 19 inches is a silty clsyey sand and contained no gravel. A few of the largest particles were less than 0.5 inches. The structure of this portion of the core is uniform and the color is mottled yellow/redlwhite.
HR3-15C Approximately 12 inches of core was recovered from this Shelby tube. A few pieces of quartzite gravel were recovered from the top of the sample. The first 7 inches consisted of an organic rich silty sand which was grayish brown in color, mottled, and contained b1sck charcoal particles (up to 3/8 inch), soft white agglomerates of white clsyand clear quartz sand, light gray, dense quartzite (up to 3/8 inch).
The next 2 inches was a sandy silt which was similar to the material directly above it except this lsyer did not contain the carbon and the quartzite gravel was larger (up to 0.5 inches).
The bottom 3 inches of this core was very wet fine silty sand. It is greenish yellow and is not cohesive. This layer contains no gravel.
HR3-16DL Approximately 16 inches of core was recovered from the Shelby tube. The upper 13 inches consists of wet mottled gray brown silty sand. It contains a sma1l amount of light gray, dense, subangu1ar quartzite gravel up to 1.5 inches in size. This section of core also contains a few root or twig fragments.
The bottom 3 inches of this core consists of wet, yellowish silty sand with orange mottling.
BRBS-25-01 Approximately 20 inches of core was recovered from the Shelby tube. Several pieces of quartzite gravel were present at the very top of the tube sample.
The remaining sample is a clayey, silty sand containing 5-10 volume % hard, dense light gray quartzite gravel up to 1.5 inches in size plus soft aggregates (less than 1 inch in size) of clear quartz sand. The quartz sand aggregates break/crumble very easily. The core is mottled red/yellow/orange and tends to fracture along the red mottling. Some layers have more sand than the others. The core fractured along the red (weathered) zones both perpendicular to and diagonal to the long axis of the core.
l
HRB8-27-01
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Page AI-3
Approximately 20 inches of core was recovered from the shelby tube. Black organic rich liquid was observed above the top plug in the tube. About 3 inches of sand and gravel coated with black organic material was recovered just below the plug. This material was not sampled.
The next 5 inches of core contain fine clayey silty sand without gravel. It is mottled. This section is similar to the bottom 5 inches of this core except the sand is finer.
The next 4 inches of core consisted of a clayey, silty sand which contained about 20 volume % of the dense quartzite gravel and also about 20 volume % of the soft clear quartz sand agglomerates in a white clay matrix. The color of this core is mottled yellow/redlwhite.
The next 2 inches consist of a few large quartzite gravel. This material was unconsolidated after removing it from the tube.
The bottom 5 inches of this core consisted of calyey, silty sand containing and soft clear quartz sand agglomerates up to 1.5 inches in size.
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"
o
D
o v. we. t:. ..
Bottom
Bottom
Bottom
-. , Bottom
Bottom
ORB Shelby Tube Samples
.3 II, ..,ct S
BRB3-15C 12 inches Top
HRB3-16DL 16 inches Top
, • . HRB5-25-01 20 inches Top
II
.... 0 t-iled :Ie'! r~/oin .
HRB5-27-01 15.5 inches Top
HR·14 26 inches Top
,~
•
• WSRC·TR-OOOS7 February 8, 1999
AI-4
)0 -.
.
Sample: J.lR~ - ,<Ie Date: 1-.7/-'11 Tedaniclan: e. 1
DistaDcc fiom bottom of core 0-/'1"';'" ,9- ~(."
1 SoU JttQup name I ~e.:!n ;X:.'Id 'fD ,,~.I" a-/dL._ G "II!" .1 2 Group Symbol v <J • 4 4 '
3 VoL % Cobbles - 0 JJ 'IStlnJ -fine/course IV,," u'2.
4 Vol % Sand "30 - '10 '7
to'l~ .e. fine/mcdlcoursc 5 VoL % fines (po -70 7) ?o70 6 Particle angularity
Angular/subangl - 54-" subroundlround 7 Particle shape £r~ .. f)-
F1at, clongatM, flat . -and elo 5 r rl'J"la r
8 Maximum particle V. - 4Upf I:>r 1 '$'1 size I{ "OC.Cc< .... IJlh 'I
9 Hardness of course sand and large _. -particles
10 Plasticity of fines PAsl.c.. /Il~ (JIP;/"
11 Dry Strength 'Y wJorod: None, low, med., 1./.11 h.. 1 .. • .... hildt. v. hi~ 12 Dilatancy
None slow, rapid .... -13 Toughness - -
Low med. hiM 14 Color />1o#/~ ..J, 1:;'~~eJ~
I em moist condition) .J..I~ ci«,
15 Odor '" ~.o • IIJ,~
16 Moisture MDlSl \J../e.A .. Dry, moist, wet
17 Reaction with HCL -' -none, weak, strong
18 Consistency i),<;lvrbeJ v. soft, soft, firm, V. ~,r(\'>
hard v. hard 19 Structure ~ n. ,J, .. I.e.!. 20 Cementation
.~ -5tr'''''' *,~ .. ~ 11')
Weak. mod. strong I,..i e-\: u.....i../, 21 Local name 23 Comments fw,-t/kJ. VIS""" bd (,...0
roots, root holes, ~~ft; e-mica, surface
coatings on coarse A~o ' .1 grains. caving of hole, difficulty excavating
..t..
I'
,
,
. . , "'"
of 13. 1I1~);F I(
"
.
.
I I II
I I I I I I I I I I I I I I I II
I I I I I I I I I I I I I I I I I I I
wsac-m,QQQS1 Af·(j"
Samnle: AA'3 -is"C Date: 1-" , -., r Technician: C. ~"'l r.... ofB, f( lfu.~ Dis\aDCO IioIIlboUom ofcoro ,,_ ~ ",Jo..: '3 -, t:; ,10 - 1"'1 I I.:J 01- '/
1 SOU'RroUD name .t:. lc;.I~, <l:A ..I .-: . , . I_~, ., ... 11" Q, .... e., 2 Group Symbol 'IT " " ~ ; , 3 Vol % Cobbles
0 100 7-fine.lCOUISC ;:).0 70 2~7. 4 Vol % Sand '1 0 _/00
' ". '.
finelmcdlCOUISC 1""0 ,. (oS 7.- -~ . 5 VoL % fines 5,7+- ? 10 "?,, /1)£ 7~ '5 7· -6 Particle angularity <; ... b .... j"l.r
AnguIar/subangl I .to s "j, "'.<mol..!
sub~ -7 Particle shape
.If""'~'j" /"'''- flo. t -l-o In~.i. F1at, elongated, fiat and el' - .'
8 Maximum particle J.. It " , ',* /I
si7.e . :;> 9 Hardness of course Q"I!lM~.r.. ~~"".h, I-e. .q ..... r~.ic...
sand and large - h"..- J ..... ,..J. h...r..L
Darticles 10 Plasticity of fines NiTf r/~'G s ... ..,,, !VA C'!>c;. ... ~ -&G_~
11 Dry Strength
.~o~med., low I .. oJ . to iJ tJA
12 Dilatan . cy -None. slow. nmid - - -13 Toughness.
Low~ med.. hi~h - - - -14 Color ''f'II-.· ". '. _.' I~"IS~ ~"h .. -t- .
I em moist condition) . t'::,,' Q/i«.J ~~!':dl~ b!:1.. do.r 1(,., lfn" .. ,,-,, 1';...., .. ;<. t..
15 Odor J\fo ... e ~" .... '1I.1A # '. I~ 16 Moisture '.
v I nrv.- moist. wet ~~.;"" .t.[ v. tue-t ¥.~f NA.
17 Reaction with BCL ' - - -none. weak, strong -
18 Consistency v. ~ft, soft, firm, 1m v. hard
~"c;. J,.. '7" ++ 'Soft rJA 19 Structure -M. £. "..... ..c. ~ 1:2. .,. ;,...,# O,sl-.. ," he J IV-r\.
20 Cementation no'" c.~e" ~e.' p
weak. mod. strong - - - . -21 Local name -23 Comments
boHom ~~ t, ...... t:. ,,,,f,.,,e.J
roots. root holes, (J.re.. .;....,.c. .. ..1. mica,surfIoc Sloel ''1 -/.1J<- #'
<;"''''f 'Co ~ .los''''''' jr.L., -coatings on coarse . . grains. caving of {;..-f,,.,J '" ,t-n-.. -Ivrc...-
hole. cfifficulty . ~~-k.l~. excavatiM ~ 1/. , .. , ... 1
WSRC·TR
Sample: 1-1R. ~ • J~ l>L . Date: 1-1'-f9 Techniclan: C .1... ...... -I.,..4!.. A1~ Distance &om bottom ofcorc o -3 "I~ 3 -7-, 7 ~ 16 •
1 son IlI'OIlD name "',IJL~·~";lA~ mdJ...c~~ ... rk~ ... ,. ~....l
2 Group Symbol • d"y,,:! ........ .!. u
.
3 VoL % Cobbles t. J /<> L$/o fine/course -
4 Vol % Sand 5"Cr~ ,
finelmcdlcourse sn+ 57)t-
5 VoL % fines ~() 7" .5V- 5lJ-6 Particle angularity 'S"~ "'''1 -/.,..
AnguJar/subang/ 9<lb ,,,un./eJ 5«.mc- .sa.,.,.., e.. subroundlround Q~ ... +~,-?c..
7 Particle shape .1(' ~l4l1 ... " FJat. elongated, flat - r "',. . ~. .-
andelo I . et ..... Vl+ --~ ... -8 Maximum particle ·It I
size 1{_'/f II "Sec.",c.. ;Jq," -e. 9 Hardness of course
sand and large /+ ....... ci s ...... ~ S«. ... -c... particles .
10 Plasticity of fines - - -11 Dry Strength
'. None,low, med., ('I\~ .9 a..,., ~ ~Q..irt ~ hid!. v.hWl
12 Dilatancy -None. slow. llIIlid , - -
13 Toughness - -Lowmed., high r-.
14 Color I fmmoistcondition) ~f. ~:: .. ~~ ,.' 13,,0"''' 'S~ 'Ve.I/otU j,,. .... '1 .'
15 Odor r7 t. :,:,; ... HI 1'1 tV 0 ~ "'- No;'
16 Moisture we:-{ Dry, moist, wet wc.+ we4
17 Reaction with HCL - - -none, weak. strong
18 Consistency v. soft, soft, firm, F,t" yv'I F. ""'" F. r ""'-hard, v. hard
19 Structure ~~,."" ~~"'" 1ObT''''' 'U~. '>-r""
20 Cementation - ~
Weak, mod. strong -21 Local name - --23 Comments
roots, root holes, : ~e .... roc:A.s mica, sur1iIoe
&'1--eX,atjor;; on coarse , grains, caving of ~ .... \,~ hole. difficulty excavatiw!
A ... '
re,.- I I I I I I I I I I I I I I I I I I II
I' I I I I I I I I I I I I I I I I I I
Sample: IH~."S-26-o Distance from boctom ofCOIC
1 Soll ~ lUIIlle 2 Group Symbol
3 VoL % Cobbles finelcoursc
4 Vol % Sand tinelmcdlcourse
5 VoL % fines 6 Particle angularity
AnguIar/subangl subroundlround
7 Particle shape Flat, elongated, flat andelo
8 Maximum particle size
9 Hardness of course sand and large particles'
10 Plasticity offines
11 Dry Strength None, low, med., high, v. hildt .
12 Dilatancy None,slovv,r.apid
13 Toughness Lovv med. hildt
14 Color (m moist condition)
15 Odor 16 Moisture
Dry. moist, wet 17 Reaction with
HCL none, weak. strong
18 Consistency v. soft, soft, firm, har.d, v. hard
19 Structure 20 Cementation
Weak. mod. 21 Local name 23 Comments
roots. root holes, mica, sudiu:e mating" on coarse grains, caving of hole, difficulty excavatiru!:
I wsao.'I'R~
Date: -;21-.,,9 Technician: e.Ln.. .L '+8.~.L U
o~~" ~O-dl f:oUkc, ,,10 .. ~ ~ cc,e- , icJ.""" ~n.c;, .. 11&
. va
I. 5D~ r:.rn'~ /I. 'i"M • k -q,.
,·",..st°1, 7-«I 1...5-~ •
(,0-70
40-30
5,,/' 1
~"I-I,,~."'a r
,J?-.- I '~ 1/
1<J(1rh . ~ s;.{!
r"h'k~I...~J ho..r-i
PI"sf/Co
H ''i~
-
-,.. #(a~ rei. ~ou. :u~ . tJD(\1!.
Mo,s-i
-
F,rm
/J6" .. ~ f"A",'1 ~
S·hD"1
"",,_4.JL w-kl. cS
... 1."1 'reJ ~tI<!: ,-k.. M .. re.. ~A.l '"' \wi.-..
#,--. ''1e...
.. -
Sample: H~S -:)"7-0 , . Date: 1-.:21-99_
L Al~91 I
TedlDician: C. v ..... t-.. of B. "12. tuA" 'I I
Distance from bottom of core 1 SoU RrOUD uame 2 Group Symbol
3 VoL % Cobbles finelcourse
4 Vol % Sand finelmedlcoursc
5 Vol. % fines 6 Particle angularity
Angular/subangl subroundlround
7 Particle shape Flat, elongated, flat and elo
8 Maximum particle size
9 Hardness of course sand and large
I particles 10 P1asticity offines
11 Dry Strength None, low. med .• hisdt.v. hiih
12 Dilatancy. None slow,rapid
13 Toughness Low: med. hi2h
14 Color Cm moist condition)
15 Odor 16 Moisture
I Dry, moist wet 17 Reaction with
HCL none, weak. strong
18 Consistency v. soft, soft, firm, h~d. v. hard
19 Structure 20 Cementation
Weak mod. strong
21 Local name 23 Comments
roots, root holes, mica, SIIdi= coatings on c:oarsc grains. caving of hole, difficulty excaVating
,() --<" S-?" 11'0_ ,<_J . «~~Ik ,1.';;;,,;'
qd •
s..fI ~" .. rh' ~t~ -::-."'s'Oft:!i SV-90 '70
~n ... eobbl~
(.0 ,. to-IS" ;2.0 '7D ,~-IO
IJ.r.!#-::,~ -A=I 'x, .... . .f clEo- S .... b -r
I-;_ .. h~ j
Sof-l s<>6 j: 0 ~ I (S.'z:1:'
,,~ /I I '~
$A~J r"'s=H«. ~J'(.I"" 1"<Ius/DkS,
$".f~ ... ("' ..... V· hOJ'c:l
Pk&-/,e -
t/IeJ -
--- -
m.,.+-"'''' ~'C"'''S ~~;,M:.... 0-" ,~'~ 14 .... rh..!oc,,",
1\)01'1 .... UA.Jlld-e. • c
'rv1o;~ t -- -.
\: ,r N1 CD rc ~ll "/"'" ... ,iI... \4 ...
I~~ ~""~ I~~~~ -~ .. "",~ ... ~ tu~
- -O'~~G
(..QnS .,c"f-'''1 • f OI1C. /<"'j":" f'" 'fA. },,~-te
/'=<'" A <;;~ <-lIer
ii_II " 7/-11. I"/(rl'l AI_ -.cJ ~ ..... <.lu.-. G.-I ~. ""9$d'~; .' _ 'I
S ......... .r 11'/cJx./M 5 .; O-t>
!S,,~t '1,,~ .. h'.;;b~ e"l<..-p-l i?~""'~k ..... J- "0;'; c_l .~ u "In e'" If () -(P"()
/d-:Jt">
Samc. ..... r 0- 'S"
\ I 1~
'. r-+' · ... SOI .t.. f"<lrhA .... 1....,
p)"'s /-,,,
Me,!
--
e~ ... d.SI,"5 '-'
wh,-I-<..
... Io .. ~
~>116 ~ ,,-!r
~
Ft'4<.1 i-'cJ ""r,' .1-""'i<1I:>~ ' . ..-~ Ie~' . , ~
ho<-'-'W -i-r..d.,rC5 !~~. (n!..I.)-",/U$
,
1~4 .. ~ ,- .-/,
~
<3~
I~I!
v.;~ ,~~--
P'/"s~
M-l
---
I I I I I I I I
. i~.-~f.< Q,,,,,
- I I_ •. J
rr'\"'5t
-,
--
O.~~
/)'s+..r~
-a...l-tos
Z~ b.~ot\ odo"'~ 101,uU
I I I I I I !
f""<1~:~ 'r::::!:tti ,,., 'L _ I .... I-.(.1(",," I
I J
I
I
I· 'I I I I I I I I I I I I I I I I I !I
APPENDIX 2.
Particle Size Analyses (Sieve and Hydrometer),
Soil Classifications
and
Specific Gravity Data Sheet
WSRC-TR-99..oooS7 February 8, 1999
PageA2-1
RAYTHEON Engineers & Constructors
WSRc·m.QOO57 AZ-:l
PAGE ...1L OF .ilL
ASTMD75-( N/A ); Particle-Size Analysis
ASTM D422~ 1;' : ASTMC136-(~.A )
Report#: 't1~ ?41ZUIJ'2 *-Ao/I ProjectlWAD#: 71lg ~~
Work Package No.: --...jA~l"/:A-A ___ _ c
QCIR No.: _N.'-"I,YA""--_____ _
TWC: H./tI Lab#: Htze ~/tfC Date Tested: -zblt? ; i
Material Description: CLA.tI/::.t{ GrJe 3o/!D Location: H 1?etPJJrtoN ~fN
Sieve Size
*' C: .. Rllllati'I'e Wl .:t- C:IIRlIlIIItive %I.~ % Passing
Acceptance Retained, grams " Ret:ained-a.
~,q 1,,2.19 '2,/ (,,/1,5
-=tf /0 '!J."1 fnl~·~
/,(,) t/U '7.'1 Ifl1-Z In<§ *."1 Iq,4 ~7.~
. ~_1{1, -ZR>.~ "\
I
I I.
l \
·1 Pan WeIgtrt: t;, -rl? '7 grams
OVenDryWeight b'Z1?,?l7/,Z .. rams
M&TE: IW ... 't4 ICALDUEDATE: 1t/t1fc19 NCR#: "'lit
Criteria
11 Hill qq -q~ '11 1';9 M tpt 10 ~9 , 16 /
"1,7 I
tJ/A Specific Gravity: • 'Z .1?fE;.
[lIyes DNo
Procedure: (! -d12P-dZl
-. I I I
• I I
• I I
• • I I I
• I
• I
- -- ----------------fORIIS.fMP AIR 1s.t7S (7117)
100
gs
go
115
eo 75 - 70 .s::::
C) 115 .-Q) eo ~ 55 >. .0 so '- 45 Q) c: 4:l .-ll. - 35
c: :30 Q)
~ :l5 Q)
:2D a. 15
10
5
RAYTHEON Engineers & Constructors page~ otIS
. Grain Size Distribution Curve Gravel Sand Fines
Coarse Fine Coarse Medium Fine Slit Clav
...........
"'" "" . ""--
'" ~ '" '\
~ \
\ '""'- .
•
3 21.5 1 .75 .5 .38 4· 6 10 18 20 30 40 50 60 70 100 140 200 0.05 0.01 0.005· 0.001 ; 2
0 ,
Sieve Opening. Inches U.S. Standard Sieve Numbers Determined by Hydrometer ;
Grain Size t a Report #: tf/- fAg{ c;t) 512-~I Project #: . H 1?P-7e:N770v ~/N Lab #: t/tze../4e
. ASTM 0 75-( ~ );
RAYTHEON Engineers & Constructors . Particle-Size Analysis
ASTM 0 422-('!i)(~f;' Report#: 'TI- 'Ptl4 ~a>~1? -az:Y
ProjedIWAD #: PM ~/a> !?e7
Work Package No.: -..:M~/J4::1.-___ _
QCIR No.: ----Al!::I!I~t:1.~ ____ _
TWC: iJM Lab#: 1Itz'3-/GC J
Material ~escription: wt!&llk:v. ~ Location: 1/ f?p...$tJ04'I ?-e?IN
Sieve Size
"" CIIRlulali\ll Wl Retained, grams
Date Tested: -=#f..::.~~¢Z"f-LL----
% Passing Acceptance Criteria
tf.c/J. I q{l, 1/
(D 4~.z.. ( .ft?
)
n.01z4 I 1(0
o.C()~. I /)OAII A
Pan Weight 7.It::;C/J_ grams
OVenOryWeight 4t:;'u..lltlil -ms
M&TE: fllJ.14 CALOUEOATE: tI!t7m NCR#: H'I1 Test ¥,I Result / Q Conforming D Nonconforming IZI NfA
Remarks: '* % ftJ(jj ~L .~. l'I 'D,4-TiJ L,_. rmF-Z;:? fflt!.. 6JCt. 6/1rf.I.!4;7P1i. "'z. f7r?tZ~-A1r u: 2YL.
;M *£<!'[email protected]
,eI J)j /11
Procedure: (! .Iit!-P..cIt! Rev: n
peN's: AlIA Specs:
Rev:
OCPs:
I I I I I I I I I I I I I I I I I I
-------------------POIWS..... . .
.... '~'7S(7IOI) RAYTHEON Engineers & Constructors . Page!1:.. oriK
Grain Size Distribution Curve Gravel Sand Fines
100 Coarse Fine .... ... "'urn Fine . Silt Clav IllS "\. !IO " 115 '" eo 15
...........
... 70 ~ 3> 115 » eo > > 55
'" "<. . "\
'"' eo J
5 45 - 4l = 35 .. - 3)
~ 25 l)
I!D
\ \
\ \
\
"" " 15
10
IS
0 3 21.5 1 .75 .5 .38 4· 6 10 16 20 30 40 50 60 70 100 140 200· 0.05 0.01 0.005 0.001
Sieve Opening, Inches u.S. standard Sieve Numbers Determined by Hydrometer
Report #: 91- fAg 2taJ ?e~1 Grain S...I:.iLze~.z;~~~:.....~~:?_It1_ Project #: tI??e Lab #: tit<. 5 -17C i ~
I ~la
WSRC-TR-G00S7
RAYTHEON Engineers & Constructors PAGE ~OF ,_. AU '1 ASTM 0 75-( "'1ft );
Partlcle-Size Analysis ASTM 0 422~ (c;,t' .. ASTM C 136-( "'In )
Report#: q:J~ f7M.!PCO:;1!:-tml Work Package No.: _..Jk::::.,UIAr.a-___ _
Project/\l\fAD #: f AfZ $1 a:') '?12
TWC: tiM ~ Lab#: HSa -ffetJL
Materialoesc::ption: 2 f1.Ltt'fI:3;1{ FIIJe ~p Location: If flelJr F%1120N 1!a#IH
Sieve Size
10
~'CYIftYlati.e \'til Retained. grams
'ZI /1'("
0_4
b.f}
Pan Weight: ->'.Q- grams
%1.3
M&Te: Iw-'Z4 CALOUEOATe: Illt1flq
QCIR No.: IJft'r
O~Tmed:_¥~~nW~----_
Acceptance % Passing Criteria
~
I,a?
/tK'
<1-P g~
613 ~z
"24 -Zl 1:'0
II 17
tJl!i
f"'I
II Jtz.
Specific Gravity: 'h6:>'Z ~yes DNo
Procedure: e- {l;P-tY'Z/ NCR #: ;.J 1ft Rev: 0
Test c;J . 0 rvI-f!,,'A PCN's: ",III Result Conforming Nonconforming ~ 1''', lilt
Lv
1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I
- - - -- - - - -.- - - - - - - - - --A8R ''''73 (7/07)
ItO
IlS
go
EI5
eo 75 - 70 .c
C) EI5 .-Q) eo S fO
>- m .c .... <IS Q) c: .., .-LL - 35
c: :lO
~ 25 Q)
2) 0-
15
10
15
0
RAYTHEON Engineers & Constructors Page./a. Of~
Grain Size Distribution Curve Gravel Sand Fines
Coarse Fine Coal'Re Medium Fine Silt Clav ~
"'-. "-
-".. '\.
'\. '\.
'\ \
\ \
\ \.
"'- f'-., ~
~
3 21.5 1 .75 .5 .38 4' 8 10 16 20 30 40 50 80 70 100 140 200 0.05 0.01 0.005 0.001
Sieve Opening, Inches U.S. Standard Sieve Numbers Determined by Hydrometer
Grain Size Report #~ Cfl- PM '?lctJ713>~@1 Project #:. y12g.-rerlTfa<l '&t?IN lab #: 1f1Z3 ·-Ito Vi..
I I
~!!i
wsaa.m<OllD5f
RAYTHEON Engineers & Constructors Particle-Size Analysis
ASTM D 422-(6 ')C'bf:'
P~:YIp OF L!. .~. '11
ASTM D 75-( I-ljA ); . ASTM C 136-( t.VA ) Report#: Gf1-PIJ(l.?;(~~~J
ProjectJWAO#: P414~/a? 56
Work Package No.: ..... N~/A ____ _
QCIR No.: _-"A.,.t(A..io...-____ _
TWC: AI 14 Lab #: fIFl,f.. t Z;; ,0/ i
tiy,m Date Tested: _~(l:.~i'/1J...f...7 __
Material Description: c44~i FINe 14!Jb Location: H Pe.rr;'1JoNl !3A.G1tc/
Sieve Size
10
leO 14IJ
-* ...Gtli "ulaayS' VVl Retained. grams
o
I. '5 ((J
1.1. D./J ,.. ,n. "'\
/), tJlftfp
* Clllnlliatilie MA7~ '16 Retal"ed ~ ,.
~.7
J..I A
% Passing
It!):;')
<51 I
?{>I
4~ ,/
Acceptance Criteria
;,J/A (
Pan Weight ;;l/~ /" grams Specific Gravity: 'Z,fiK/ OvenDryWeight _c.f/s....ts./fp'7,.Cf__orams liIyes DNo
NCR#: /JIlt Rev: D Test r ;KI . PCN's: IJI. Result I .'1; ponforming 0 Nonconforming 5?J NlA '1ft
I I!I
I I I I I I I I I I I I I I I. I
- - -........ AIP ASR 18-173 (7m)
-.c C>
'Q) S >. .0 "-Q) C .-U. -C Q)
~ Q)
a.
100
as go
e5
00
75
7D
e5
00
i55
5:l
45
"" :l5
:lO
25
:lO
IS
10
5
o
---------- - --- -RAYTHEON Engineers & Constructors
Grain Size Distribution Curve Gravel Sand Fines
Coarse Fine Coarse Medium Fine Silt - ""-. '\. , ,
\ , .....
. I'\. ""--' ~
...
, -......... -- ,
~\ pa~ltOf~
Clav I ,
I
-........ r
3 21.5 1 .75 .5 .38 4' 6 10 16 20 30 40 SO 60 70 100 140 200 0.05 0.01 0.005 0.001
SIeve OpenIng, Inches U.S. standard Slave N.Jmbers DetermIned by Hydrometer
Grain Size Report #: 19, fAtt~{a?~;e.· aZ71 Project #: rd ~i?3N77CW ?24~//v Lab #: l~tZi?,Z~"l?1
-
I ia
RAYTHEON Engineers & Constructors Particle-SIze·Analysls
ASTM 0 4Z2.-<1/~)('hf;'
WSRc. TR-G0057
PAGE 1 OF 1& A2-10 - -I ASTM 0 7S{ N/r+ ); .. ASTM C 136-( N/A )
Report #: !l. - e~(!. Z(Ct)~f2. # Cl:2/I Work Package No.: M/t).
ProjectlWAD #: 1:44 ?zftZ5~"8 QCIR No.: IJLA-
TWC: N.j4 LsI!!1(Z.!b2 -'2.1--6/ Date Tested: '2/0</8 Material Description: (!Ltitlft: O.~P Location: f:l grJP-.:b/.QoN 7::A 1;ft:!.~
Sieve * GlIll'ltll" \/Ill -* GURllllme ~ Acceptance SIze Retained. grams % Retal"edfll~.H4 % Passing Criteria
?Ii 0 4h~fl 4. lCO ;.It! -=#4 ll.q 4q/.D ... tj5j
·/0 ~~.(P 4 Z'O.3 '1/ 1.0 ~.fJ "'L.."? ~/
4tJ ,q.z. 31.~ ~:,
)PI. 9.Z ~./ 4 !tJ 14 led- 'Z/·1 ~/
..q(.W /.'1. ?LJ.-;; Zq (). b?74zt; urLt " '2.'1 " O.bZi74 t{P I
1)~ Olt.t;,t; ~6> / I'l L .J> /l, I R!l;411 "J.-.~ ~ /2. 14!.tWtNC~ z4 \ ~t. (Mh~?J1 'Z5 ( b. W"?{1 ~ \ "2/ \ AO~I"""1 .J 'to / ~
A tJ/A Pan Weight I HD' 7.·t grams Specific Gravity: ,,!,lR(
Oven Dry Weight tj 'fA,~/~~.q "lams ijlyes DNa MaTE: {W~Z4 CAL DUE DATE: II/fil'f'i Procedure: r!.-q!P-OZ/ NCR#: iJJA Rev: D Test Q Conforming . 0 Nonconforming rn NlA PCN's: ".1114 Result
Specs: / Remarks: of .J;;ff.ltu. _I. //1/1 l' I ~ L. ~/~D t:::Nz. ",/ ~.,. P-!/ItWMz6N Rev:
DCPs: /A 1:~tJe ~u.,. '1~f&'-I Design Categary/
~ A ..-:..--.-.~ .J :... Level: ,;17 Date: ';!".i:.: r t. nspector: ~JI..~ ',. t-A I'
. IR-r: Level: 71r Date: 'E/..'!Jhr
lV
I I I I I I I I I I I I I I I I I
II
II II
I I I I I I I I I I I I I I I I I
Report Title:
Item #
/
Remarks:
RAYTHEON Engineers & Constructors PAGE a OF ~
summary Report of Testing Activities Continuation Sheet
Remarks
,.M/IZAtt t..i t!. eON i:A:·k! /7 V rrtI 71: ·'.fiTS - /J~71IIf "D?ae4 ('to) t::fJLLll.k:1 !-IlEA-V. C!2.e..ce!2 13 PtIJC:16 ~ Icf-18)
6A-.MP~ . Av'u. #1/P/2!Vtl<J fLNWc171VI7Y 1f!l8-14c:. /, 6~ )(/0-4 c'a4/see.
HIZ?J· Z ~-ol Gj. oz. )( 10-4> eM /-;.ee, IIKYJ. t.1-01 (, <1 ~ x/a .$ &tI/~, ilfl~-I{PDL 2,1(P)( lo-5&t1/'5t:e.
il7Z:'-i'5c:. /. ixPx Ic/(Pea1h5:::,
-ASR 18-173 (711'7)
100
gs
00
as eo 75 - 70 ..c
0) as '0; eo S !is
>- eo .c ... <6 Q) C 4J .-U. - :l5
C 3l Q)
~ 25 Q)
:!O Il. 15
10
5
0
RAYTHEON Engineers & Constructors Page~ Of/~
Grain Size Distribution Curve Gravel Sand Fines
Coarae Fine Coarse Medium Fine Silt Clav ........ r-.....
...........
~
. '" "-\
\ ,
I
\ I , ", .
.",
"-- . I ~
""-~ i-,-
.
,
, 3 21.5 1 .75 .5 .38 4' 8 10 18 20 30 40 50 80 70 100 140 200 0.05 0.01 0.005 0.001
Sieve Opening, Inches U.S. Standard Sieve Numbers Determined by Hydrometer
Grain Size Report#: tft- f4&;,itKJ?"P-~~/ Project#:' t/1?e'0!-pa<l ~/d Lab#: t/tZe.t;?- Z7-t::>/
,
I Iga·
-------------------
WSRC.TR-GOO57
I I I I I
I I I I
/
RAYTHEON Engineers & Constructors PAGE ~ OF _
Summary Report of Testing Activities Continuation Sheet
Report No.: q9-f'Ae:~W$-az>/
Remarks
12.e'!:acr6 t:iFII~7M D4z Z-.c",3(9bt' 5rAIJT.;:JA/l.1? "1i::?f';:::;:;.a f1t;.t2.1'fGLe. - -;51£e ANAL Y<"/~ t)~ ~1L:5 :3AMPt..e. ~ It72.e.~/t/e
MJ:~iZ/lfIL P6~ClZIP//c:iJ: Cc..l4l/ec.J ffAI!f54f.izJ
6PE(;lrl{!. 61Z4VI# Z,.;z$ 4~Vg~4-('lZ) ZE.celZ"'-O P~.e ~ INJO 4 !bIZ. PA.tZ7Jae ~ ~(e-e. /JJJALY~{6
5A.lt1f?Le. ~ HtZ13 -z.~ -01 mlelZlt4i.. 7Y-: ~/2.(Pl1cJl'J ~ -tt 14c.J/~t/ hJ.lI?54A1J) ~J7e(!/AC ("7/2 I4vrTl/: 'ZrA,/l~TiVI()8#-19t) 12Ere:R. 11:> 'PlKr~!7 '3ti(p ~ P#!77C(A~v:ee AtJltL Y <£:to
5fi.MPL.E: ; 1112.1370- 27-CP/ IfAIJ:le2., A-L. VEE- -:bC/Z/Pl7cW ~ eu,4tle1ile? SvJp ~PtX. &IZJ4Vr1'f: '2,(gIJ/~7JtJ Df374- '1z ~=IZ 70 PI1C~~ 7ti8 ht- r/tJ(t.,;7t;.U;-~{'le A-1J1tL. y-1Jr~
-:5A-1t1t1.e. ~ '"za ~ I{POL MJ/rretlll'rL -oe~t2.IP1J()t.lJelAt/8/Fr41! ~NC> ?PE:e. GIUIlfIl:,: "2,(p'2.,A-imllr~-'1'Z 7<P....Fed 10 ~e-!7 q (" ID FDe. P,t}-/l.r;c,(..e -::>I&e. AJ.ML.l/-&I{?
~j4,U1~t.e. ~ tilL. ~ -16 ~ . 1V1A-m.tIkl... 7E~IZ.IPI7tJr';~ t!.t...A-l/eV Me1J.1i1IJD -6PIft'.IPlC. Ufll4Wr0 Z<Ia::? 'JZv::1.E.¢. "1D ~6-"S 1/ /("Z.. k:YL rIl1L77t:!t.e -:s Ii¥- AIIlUt../ 17/ ~
I ____ ~ .. ------------------~ Remarks: I ---------------------------
I
A2-13
WSRC-TR-99-OOOS7 February 8, 1999 I
PageA3-1
APPENDIX 3.
Vertical Hydraulic Conductivity Data Sheets for Saturated HRB Shelby Tube Samples
I I I I I I I I I I I I I I I I I I
I ASR 11-332 (711'8) RAYTHEON Engineers & Constructors
Hydraulic Conductivity Test
I I I I I I I I I I I I I I I I I I
ASTM D 5084-(Q£) )
l~eriaI Desaiptlon: t U41fr-.c! FINe ~I4N.o Lab No.: II (2.6ft./(!
. OStandard Proctor od of CollJPactlon: . . (ASTM D (98)
Water Conteat:
nModified Proctor W(ASTM D 1557)
iameter:
of Permeant Uquid Used: IilDe-Aired Tap Water
f\fai:nttude of Backpressure (psi): ~o
um:
of Specimen After Completion of Coasolldatlon:
Calculations
MethodsA&:D (M~y
/tZJ.
10
MethodC
kaQUAth k .. (aUAt) In (h1Ih2) k = [(a-In)(a~ut)L I At(a-In + a~ut] In (hllb2)
U~ .. a-In"a I k = (aL I -Ut) In (h1Ih2) I ComctioJi to 20 Degrees C I laO =RTk
~est DeonfOrmlng ONonconfOnn1ng
#-, M&TE: 1tA/.-z4 ~AL DUE DATE: IIIN/A I '111m
",CRI: H. Category: 11/~ Procedure: e -4{JP-/YZ! Rev: 0 PCN's: "'/4 .~~ • 'e4.I~/l'!:.o P6e. PAt2A. €>. '7:>.~.1 Spec's: ,lIn. Rev: 11/4 DCF's=-1'4
~ h. ~'1 -r2 ,..::~. -(-I MT74 DrawIng(s): JIA Rev:tiftr DCF's: A1M
~/(f11J:=-17 ~ bJcol. E.~I/UIt4-77c;.1 •
Iaspector: fft i'~JA1t/ Level: :JP Date: 1/~1t1 (J£~
I
RevIewer: r?" ... .~
JF 3:lff Level: Date: ~
ASR 18.J32 (7198) RAYTHEON Engineers & Constructors
Hydraulic Conductivity Test ASTM D 5084-( 10 )
!RePort No.: qq -171ft, ~/CO ~P::> jProJect/W AD No.: P/J.I2. ~I'&:> pz;5 j'rwC: "'/4 iDate{s) of Test: -z!ocI/n !samPle Identification: 1/12 3-/5C
Material Description: (!.t..fIl/~t/ I/le"p. ~ . ILab No.: !lIZ ~-I"7 C. . Work Package No.:. lJiA j<2cmNO.: "'/4
Selectlo~tion: N/A ~dard Proctor ct!odified Proctor
. 1uu(V6~ny
... or ColJlllaction: . (ASI'M D 698) ASI'M D 1557) [l00er: Ftecv!i4l11PtE.
IiIItial Dimensions of Specimen . /Helgbt:. "1.47&t1 ~iameter:· "1,~eM Ir ~h: 10.1/4 ~tIal Water Content: 1/1,1JR llaltial Dry Unit Weigbt: I lit£> fC(.:"
[]IDe-Alred Tap Water DOOer: - -
~ or Permeaat tiquid Used:
tude of Bac:kpnssure (psi): 0 jRaage of Hydraulic Gradient: '2.4 Fn'ect!ve CoasoHdation Stress um: /. z;;, um: 0
Helgbt of Specimen After Completion of CoasoHdatioa: . '4 ~t~.~ -7,9', 6111 . ;(Q.!t(~~
LeagthofSpedmen: --'1. 41 t!d1 jnaaI Diameter: "1.~~
fiiaal Water Content: . ~t./1 /Fiaal Dry Unit Welgbt: ~.{P Pet="
-- OfSaturatioU:;~ ~-'1:::~ • ,'.t~ _ ~ or;; jAverage Hydraulic Conductivity: /.0'i7'Z X to -<;. (!,IU /1e:; . . Calculations
MethodsA&D ~odB../ MethodC
k=QIJAth k .. (aIJAt) In (hlIh1) k .. [(a-ID)(a~ut)L I At(a-ID + a-outlln (hlIh1)
Ua~ut .. IHn co a / k .. (aL I -2At) In (h1Jh2) I Correction to 20 Degrees C . J k20 .. RTk
~est Deoaformiag DNoacoaforming IXI:;~ M&TE:
ItN .. Ztl CAL DUE DATE: . II/17m
~CRI: ,J1tl- II. ~ry: 44 Procedure: tJ -Ql!,P-oZi Rev: e> PCN's:""~ u
: ~ Ve:t..JEIW ;;P1.. 'M112A. E. ~. ~.r Spec's: IJ.~ Rev: I.J J4 DCF'S:A1i4
1~~1 Yf201'"'- v , *, ])M7/ Drawiag(s): JJ ~ Rev:,J~ DCF's: Nlft ~ltll trl"-{) ~ ~. ~v4Wlfn~
Iaspec:tor: 1.1!.. 1;,JI./ff/ Level: .zrr Date: 'o/?/n ~-
LJ ., -----;--;? RevIewer: II';; Level: ... 'P7=. Date: J;ff. .. 17
./ • "
I I I I I I I I I I I I I I I I I I I
wsac.m.ooon I ASa 11m (7/98)
RAYTHEON Engineers & Constructors
Hydraulic Conducitlvity Test
1'tlQr- 11 6c;./~
I I I I I I I I I I I I
ASTM D 5084-( qo )
~rt No.: <fl. fAt!J/t)/?~loa:>I /ProJectIW AD No.: PA~ ~(a:>:1:1b trwC: N/A pate<s) of Test: 1/Dzt:r:l /samPle IdeDtlflcatlon: I-l tt ~. its> DL
Description: tutV/!.y FM/e. ~NO ItabNo.: H{2:~-I(PVL jlvork Package No.:. N(14 ~NO.: !JIlt
~pedaI Selectlo~tlon: Al/A
Method of Co!llJlllet1on: . ~dard Proctor
.. ASTMD698) ct!odified ProCtor
ASTMD15S7) It1 ~ l:e:N~{T1
Other: Aet.:O " . ~.c-
1alda1 DimmslODS 01 Specimen . /Height: 'l,M. Of,:. joiameter:' -,. ~ r!H1 jteagtb: 44 ~ Water Content: 11i>~ ~~6 InitlaI Dry Unit Weight: q?,qPCr:
GlDe-Aired Tap Water DOOm - -Type of Penneant Liquid Used:
de or Backpn:ssure (psi): "'/A . jRaage ot HydrauUc Gradleat: "Z-$
Fectlve Coasolidation Stress L 1,'7 L IJ /4 : um:
~eIght at Speclmea Alter Completion ot CoasoUdatlon: ",~g, g16" '%fi/.l-It/f/ft,dgrJJIEIr~ /!JnaI1.eIIgtb ot sPectmeu: lR .Q6 c::!41 \&at Diameter:. '1. ~ CIV/
FInal Water Conteut: . I'z.o'% FInal Dry Unit Weight: I Z <:.,.0 YeP
of SaturatIon: i JZA'r-.f::::: /Average' Hydraulic Condnctivfty: t,/(P XIO-'i(JtJ,{/$GC.
Calculations
MethodsA&D ~~ MethodC
kosQUAtb k os (BUAt) In (b1Ib2) k .. (a-lnl(a~L I At(a.fa + a-out] In (b1Ib2)
Ifa1Ut .. a1n os a I k .. (aL I-%At) In (b1Ib2) I. Conec:tloli to zo Degrees C . I laO" RTk
I II 0 r:;,+'1 M&TE: IvJ- .. "'/ ~arormIDg NoaconCormiDg Wzw A - "P(
AL DUE DATE: 1(/1m
1~~~==~~C~~tq~~~:~N~~~~~~~-~e~.~~~~D~V~~~~~J I ;;.~./
Drawing(s):
I Inspecton : Level: 117 Date: :( '2ft't
IRerie1~-~-:~~~!:i:::zt~~~~~ _______ Levd: ;P?-- Date: .:i' -.?,ff
I
------------------, r-----------------
ASIlIS-332 (7/9B) RA Y'fHEON Engineers & Constructors
Hydraulic Conductivity Test ASTM D S084-( ~ )
Materlal Description: ell4-~if r::ltJe 5t.wo ILab No.: Hf2.5 ~ Z!? -0/
WorkPatkageNo.~ Al/a. /<2cmNO.: AljA ..
Method of ColJZPllction: OStandard Proctor
. (ASTM D 698)
liIitial Dimeaslons of Specimen
Irmtial Water Content: . (iP, qtg===== 11Ini=tIal=Dry=Uni=·t=W=eSg=h=t:=/=tJ="Z=.=~=R.=Z:=F====!1 irype of Penneant IJquid Used: ~De-AIrecI Tap Water OOOer: - .
·tude of Backpressure (psi): 'W 0 ~tft.. -z(i/ti jaange of Hydraulic GradieDt! ~
ElJ'ective ConsoUdatiou Stress L um: I.t? P~I MiDlmwn: r\f 14
~ Leogth of Specimen:
IFinaJ Dry Unit Weight: Cl/."1 PCP
Calc:ulatlons
MethodsA&:D MethodC
t"QUAth k = (BUAI) In (h1Jh2) k = [(a-lD)(a~ut)L f At(a4u + a~utJ In (hllh2)
Jl-m" a-iD .. a k = (aL I -lAt) In (hlIh2) Correction to 20 Degrees C k20 =RTk
'71'-, M&TE: Dc..oformillg ONoucomormillg IXIN/A (W-24
AL DUE DATE: 11/7,
~ry: II Rev: (;> PCN's-J/4 Spec's: 11\4-
Drawing(s): ""fA
~~!1I;.m::::.....-~::;------ Level: :t:tl Date: ?/:ft9 S~Z;..s::~~~~¢.::::.---___ Level:.ilF- Date: .1;1' ff
, , ,
[
I I I I I I I I I I I I I I I I I
I
II
I ASIt 11-332 (7/98) RAYTHEON Engineers & Constructors
Hydraulic Conduc:tivity Test
I I I I I I I I I I I I I I I I
ASTM D 5084-(~ )
jRepol1 No.: CfI- Pfl£ Pta:> "71:5- ti::lJ I /t'roJectlWADNO.: P,4/2. :Ytv~~ /TWC: A~ ~s) of Test: . 'Z/iln jsamPle Idenliflcatlon: rltz"6t? ~-Z7~ &/
~terial Description: t3-tAl/e'l del? ~t<JD ILab No.: f./ IZl9? -'Z7~al
Work Package No.:. "//14 ~NO.: ,JIlt-Selectio~tlon: /Jb4
~dard 1'roetor ct!odified Proctor . fut.d Tl::.N?rrY f\fethod of Co9llJllCClon: . (ASI'M D 698) ASTMDl557) [jJOther: 6/UD ~/I1Pt.6 ~tIaI Dlmens!oas ot Specimen . jnelght: 1.q4~ joiBmeter: 1. !O &11 /Length: AIM Ihltlal Wilta' Content: 10;&% jrmtial Dry Unit Weight: l'¥jq~
l'ype of Permeant Uqufd Used: IIDDe-Aired Tap Water DOther: .
e of Backpressure (psi): t) jRan&e of BydrauIic Gradient: • ~.
~ectIve CoasoUdatlon Stnss l- . um: (.-;; P~f
"'fA , um: ~
~eIght at Spec bnen After Completion of Coasolidatlon: ~~(1. !/i1i.{Zl;;rt 4(c~ ~ Leagth of SpecImen: "1/1~ ~Diameter: ..,-~~
~ Water Conteut: .' ,..,,-7% IFlnaI Dry UnIt Weight: ItJC7 PC~ !' *,...e. f;:.e:/dJl,/U(b
IAverage Hydraulic Conduetlrity: 1.9'51.10-7 eu4j1;fiG. ...., of Saturation: 17 t/~t=. :! 0 /t~
Calculations
MethodsA&D ,..;
(..MCUlodJ!,... MethodC
k"QUAth k .. (aU At) In (blIbl) k .. [(a-ln)(a-ont)L I At(a-in + a-ont] In (hlM)
It a-out .. a-in .. a I k .. (aL f -2At) In (blIbl) I CorreetloJi to 20 Degrees C I k20 .. RTk
DtJEDATE:
Ur'1i n m 'I< I M&TE: L..JConforming ONonCOnfOrming UlNlA I VI! ~ ttl
Procedure: f! - P-#ZI /.I Spee's: . ~.!>_ 3.1
e , ..r I [). TIl Drawing(s):
Inspector:
IReviewer. _...)~~r6j~~_-:::::::=:::;:--______ Level: aT Date:
-::~~~::::2~~~~::::::-'------ Level: .Jf= Date:
I
WSRC-TR-99-OOO57 February 8,1999 I PageA4-1
,
I I I
APPENDIX 4. I Exchangeable Acidity DATA Sheets I
I I I I I I I I I I I I II
-------------------Summary of Data Sheet for Exchangeable Acidity Tests
Vol Vol. O.OlN pH after H201 Boiling Vol. 0.01 N Sample Sample corrected Initial H2S03 addition Added Time NaOH Final
SampleID volume weight for lolids pH (m!) of H2S04 (dro.J)sj (min) (ml) pH HRB-14-C 50 50.1537 49.85 4.42 0.50 3.60 5 4 0.70 8.22 HR3-15C SO 50.019 49.98 6.24 4.00 4.00 55 38 3.80 8.22 HR3-16DL 50 50.2715 49.73 5.89 1.50 3.70 10 11 2.00 8.21 HRB5-25-01 50 50.001 50.00 8.23 8.50 4.01 30 30 5.10 8.21 HRB5-27-01 50 50.3164 49.69 8.56 4.80 4.00 30 30 3.10 8.20 Blank 50 SO 50.00 5.41 0.10 4.01 5 4 0.20 8.2
- - - -
Vol VoL O.OlN pH after H201 Boiling Vol. 0.02 N Sample Sample corrected Initial H2S03 addition Added Time NaOH Final
---~~ -- ~ -----.- .. -- --- --- ------ - --- -- _ .. - - _. - - ------ .--- -HRB-I4-C 50 50.1588 49.84 4.48 0.30 4.00 5 4 1.00 8.22 HR3-15C SO 50.05 49.95 6.46 3.30 4.01 10 13 2.80 8.22 HR3-16DL 50 50.1623 49.84 5.91 1.00 4.00 15 18 1.70 8.21 HRB5-25-01 50 50.0375 49.96 8.24 ·2.00 4.02 5 5 1.90 8.21 HRB5-27-01 SO 50.1228 49.88 8.6 1.75 4.01 10 13 1.40 8.20
Exchangeable Acidity mgIL 90.3 360.1 251.4 170.0 140.9 30.0
Exchangeable Acidity
---170.5 494.5 240.8 180.1 105.3
I ~ ,
i ~ I!lj~ g.~
i .:.; ~~ .90~
> .... ~ ~~111 N\C""-l
APPENDIXS.
WSRC-TR-99-OOO57 February 8, 1999
PageA5-1
Sodium Concentrations for Cation Exchange Capacity Calculations
I I I I I I I I I I I I I I I I I I I
- - - - - - - - - - - -Unorrlcal Result. Report By Subml"lon By O~.r.tion
TuesdAY F.bru.ry 09, 1999
- --........ - ..... ~--------- ..... ------_ ...... ---- -- --.- .. -- .. ----- ------ ...... --- ... -_ .. -~. -- .. --- --_ .. ---- .. ------------------
Operat~on: AANA
~- ... ------------------------.------- .. ---------------------------------------------------------------l'IethodlAANA
Ho.,ureIANALYST NAME
Unlt,IPPH
Sub.I"lon_ld I200022330
StatuIICOHPLETE
CondltlonlAPPRDYED ----- .. ---------- .... ,._-- ------------ -- .. -.... -------.. --------------------_ .. ------------... _-Ult'r Sallpte'd Sample Id COMPONENT TeKt V&l~ •
- - -
.. _-----.. ---- ... ---- ---- --~ --- .. --- --, -_ .. -- ------ .. -ISC-A ISC-A ISC-B ISC-B 14C-A 14C-~ I4C-B 14C-B 2S-A 2S-A 25-8 2S-B 27-A 27-A 27-B 27-B I6DL-A 16DL-A 16DL-B 16DL-B BLANK BLANK
30012240~ 30D1224bQ 300122470 300122470 300122471 300122471 300122472 300122472 300122473 300122473 300122474 300122474 300122475 300122475 30012247b J0012247b 300122477 300122477 300122478 30012247B 30012247~ JOOI2247~
----_.' ~ ----------- ------------- -~ ...... ----.. -... ---------- .. _-- ... -... _- ------... -_ ... ----------ANAL.YST NAI'IE HA ANALVST NAME NA ANAL YBT NAME NA ANALVST NAME NA ANALVST NME NA ANALVST NAME NA ANALVST NAHE NA ANALYST NAME HA ANALVST NAHE NA ANAlVST NAME NA ANALVST NAME NA
sec 190.1628 SeG 138.6043 seG 128.0276 seG 131.4818 seG 176.6490 seG 166.3470 seG 135.0168 seG 108.4336 seG 78.1336 seG 46.6014 seG t.~914
- -
~ :il~ crC"l
a~ ~~ .90 0 j> ........
uo lC ... ~:g~
APPENDIX 6.
WSRC-TR-99-OOO57 February 8, 1999
PageA6-1
Chain of Custody for the HRB Shelby Tube Samples
I I I I I I I I I I
I II
II I Ii I I I I I
0S1l U.B31,.. (Rev 4-2MB) $oM,,, ":1m1.8I Savannah River Technology Center
Analytical Development Section (773-A) Analysis Request
For 24 And 48 Hours Turnaround
Shelby Tubes from old H leler,lion Basin. istirnal'ld rad amounts are in pCi/g.
[g)Red-Radioactive OWhll&-Nonradioactive
C.H.KIST 11'-l6 'Pl-\olJ6 I
LAtdG FOIf:D LA~-rz::,r.
5- '560(.. WSRC-TR-OOOS·
A6-:
16
No
8.
Comments
less than reportable quantities of nuclear mafBrials as Usted In l7.7 1.07
No
DBlue Label OGreen Lebel 0 HP Survey Label I2SIRetumto Customer
EPAISCOHEC Hazardous Wasta
I
MotrtIJ(or. .SoIId SL
SAMPLE 1.0.
CHAIN • OF • CUSTODY (U) W .. 1Inghouoe Savan"oh RI_ Company, Savannah RI_ Slle .. - Rw.O, 12121195 Sample Destination
SAMPLE ANALYsis REQUESTED . i_I iii' ii' I 1 .... 1 PBIII\:J!
~ I .!:'!-en
~ :0 C;
~ Remarks;
F'to..;) \""Vo-I I,JII:d l I I I I I I I I I I I -t-l--I---I-li-i+--+-l-I·-·-·-···--·------·-··-·--··-·--•
.--
-
~rh: Dill.' TIme RlKiat¥ed by: II· IT:m I I .. I I (PrinG 11D.
_ ... (sign, (Sign) (sign, III SMP, n3-62A, Fax 5-5154
5 ~. _ I" ... ,TI..:: .. I_ .......... '--... ___ . III EMS, n3-58A, Fax 5-8041 IilltJ ____ _ III Other .. __ ....... . 1- . I ' , I' L. . I' , +=-:----........ - -.-'-"-'
-------------------~ <;l ;d
~.~
WESTINGHOUSE SAVANNAH RIVER COMPANY SAVANNAH RIVER TECHNOLOGY CENTER
February 11, 1999
To: B. K. Davis, 730-2B cc: B. T. Butcher, 773-43A
W. E. Stevens, 773A W. L. Tamosaitis, 773-A L. Papouchado, 773-A C. G. May, 773-43A L. M. Nelson, 773-43A P. E. Lowe, 773-41A R. F. Blundy, 730-2B L. A. Bagwell, 730-2B D. W. Nix, 730-2B S. A. Kautz, 730-2B W. L. Mhyre, 717-SN M. A. Ditullio, 717-SN
(SJt(4 CoPies) 703-43A) File '(2 copies)
WSRC· TR·99-000S7 February 8, 1999 I
I I I I I I I I I I I I I I I I I I
QSR 14·357# (Rev 12-11-96) Swres: 26-1280LOO
Title
Westinghouse Savannah River Company
Document Approval Sheet
Geotechnical Analysis of Five Shelby Tube Samples from H·Area Retention Basin(U) Primary Author/Contact (Must be WSRC) Location Phone No.
C. A. Lan ton 773-43A 5-5806 Organization Code
L3230
Organization (No Abbreviations)
Savannah River Technolo Center
Document No.
WSRC· TR-99-00057
Position
Sr. Fellow Scientist
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T6333
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W. l. Mh re
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e in accordan fth poli ies set forth in WSRC management requirements and procedures (MRP 3.25) and in DOE·SR orders, and Ihe
";iF'9ffi,::'e:::d:;to ' ! ae!uQJJy approved. - 3-l\-9'1
Date
o Limited Ex ain Below Explanations
I understand and ha onsidered whether any potential intellectual property rights (patents, copyrights, etc., in accordance with MP 1.09 and MAP 1.07) or any contractural barriers (CRADAs, Work for Others, etc.) may be involved before authorizing that this document be proposed for public relea concerns were identified, the. se have been discussed and resolved with General CounseJt ~-#--
evE-Stc-\.>t"5 'L.-L.~ Mana er's Name Print ----.M"a"'n-=ag~e"r"s"'S"';g=na"t"ur"'e-..:---==-
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icer's Signature
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58 NOTE OSR 17-8 must be completed in addition to this form when submitting information for review and approval.
K~'~~~
Westinghouse Savannah River Company
March 18, 1999
Ms, W, F, Perrin, Technical Information Officer U. S. Department of Energy - Savannah River Operations Office
Dear Ms. Perrin:
P.O. Box 616 Aiken, SC 29802
WSRC-TR-99-00057 MSD-STI-97 -4198
REQUEST FOR APPROVAL TO RELEASE SCIENTIFICfTECHNICAL INFORMATION
The attached document is submitted for classification and technical approvals for the purpose of external release. Please complete Part II of this letter and return the letter to the undersigned by 4/30/99. The document has been reviewed for classification and export control by a WSRC Classification staff member and has been determined to be Unclassified.
I. DETAILS OF REQUEST FOR RELEASE
Document Number: WSRC-TR-99-00057
Author's Name: C. A. Langton Location: 773-43A
Department: SRTC
Phone 5-5806
Document Title: Geotechnical Analysis of Five Shelby Tube Samples from H-Area Retention Basin
Presentation/Publication: Meeting/Journal:
Location: (J.d- I / Meeting Date:
II. DOE-SR ACTION
Date Received by TIO 03/19/99
!11 Approved for Release 0 Not Approved o Approved Upon Completion of Changes 0 Revise and Resubmit to DOE-SR o Approved with Remarks
Remarks: ______ ~?-~-------------------------------------------------
W£~~DOE-SR Q$R 25-82-Wit (4-89) Stores; 26-15460.00
~7 f Date
r-----------------------------------------~-- ---- -- - -
US DEPARTMENT OF ENERGY
ANNOUNCEMENT OF U. S. DEPARTMENT OF ENERGY (DOE) SCIENTIFIC AND TECHNICAL INFORMATION (STI)
RECORD STATUS (select one):
DOE F 241.l (7-98) p. 1 of 2 (Furmerly DOE F 1332.15) (All oilier versions are obsolete)
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B. STI PRODUCT TITLE G£lI1.I~.~I:IO.\~iAI.Aoi!.ly.$.ill..I1.f.f.iy.II .. Sb£ltI1.Y . .It.dl.II .. SiilIllPll!.$..fx.QmJ:H .. r.eiil.f.l£lI£lnlil:ln.i:liAaill .... , ............................... C. AUTHOR(s) _ c. •. e. .. _l.ftlllll.QIl ..........................
E-mail Address(es):
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- 4. Other Identifying Number(s)
E. ORIGINATING RESEARCH ORGANIZATION Savannah River Site
F. DATE OF PUBLICATION (mmldcbYm') ................................... G. LANGUAGE (If non-EngJlsh) English
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K. DESCRIPTION/ABSTRACT
Geoteclmical aod geochemical anaillses were pedo[med 00 tille Sbelbll tube samples collected in tbe I:I-A[ea R§tention Basin (HRB) during Jul)1 and August of 1998. The samRles were collected as Rad of the HRB characterization stud~. The test results, which are documented in this rel2ort, will be used to sU(1(1ort the HRB contaminant fate and trans(1ort modelinalanal}'sis and to evaluate remedial Ol2tiOns. The results will also be used as a base line for future treatabili!y studies.
US DEPARTMENT OF ENERGY
ANNOUNCEMENT OF U. S. DEPARTMENT OF ENERGY (DOE) SCIENTIFIC AND TECHNICAL INFORMATION (STI)
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STI Product or the research Information contained therein) • Name and/or Position K.J. Schmidt, Manager STI Program & SIte Support E·mail Phone (803) 725·2321 Organization Westinghouse Savannah River Company
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