ML101370672
| ML101370672 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 05/07/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML101370672 (262) | |
Text
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-205WATTS BARWBNP-63 l aProperties assumed.Table 2.5-44 WBNP - Bearing Capacity - Category I Soil-Supported StructuresAdopted Soil Properties For Bearing Capacity Determination Unit Weight (PCF) Strength Tests Q RR or S C C C Material MoistSat.Sub(DEG)(PSF)(DEG)(PSF)(DEG) (PSF)Granular fill1331428039140038 a 0 a38700 In-situ gravel (N 450)1251437239 a 0 a 39 a 0 a39 0 In-situ gravel (N = 16, 17)120 a130 a 68 a 30 a 0 a 30 a 0 a 30 a 0 aWeathered shale-12764 016001830027 0
2.5-206GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50Table 2.5-45 Watts Bar Nuclear PlantERCW LiquefactionTrench ASummary of Laboratory Test DataBorrow Soil ClassesClass I II IIISymbolSM-SC SC CL Mechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 70 15 15 0 51 24 25 0 40 29 31Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent 24 19 5 -- 28 17 11 -- 34 19 15 --Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi 13.1116.6 91014.1114.4 84015.9110.8 760Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight Triaxial R: , degrees c, tsf 15.0 0.2914.80.1118.00.03Shear Strength at 3% Dry of Optimum Moistureand at 100% of Maximum Unit Weight Triaxial R: , degrees c, tsf
-- --15.7 0.1916.80.10Percent of class in area 8 61 31 Natural moisture content, percent18.519.420.7 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-207WATTS BARWBNP-63*Group 2 tested at 95 percent of maximum unit weight.Table 2.5-45a Watts Bar Nuclear Plant ERCW Liquefaction, Trench A Supplemental BorrowSummary of Laboratory Test Data Borrow Soil Classes Group123SymbolML SM ML Mechanical and Hydrometer AnalysisGravel, percent000 Sand, percent165443 Silt, percent443115 Clay, percent401522Atterberg LimitsLiquid limit, percent4726 34 Plastic limit, percent2925 26 Plasticity index, percent1818 Shrinkage limit, percent-----Standard Protoctor CompactionOptimum moisture, percent21.417.318.8 Maximum density, pcf99.7108.4105.3 Penetration resistance, psi1180860800Shear Strength at 3% Dry of Optimum Moistureand at 100% of Maximum Unit Weight*
Triaxial R: , degrees13.011.612.9 c, tsf0.430.460.69 Percent of class in area -- -- --
Natural moisture content, percent---- --
2.5-208GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50Table 2.5-46 Watts Bar Nuclear PlantERCW LiquefactionTrench BSummary of Laboratory Test DataBorrow Soil Classes Class I II IIISymbol SMSM-SC CL Mechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 66 22 12 0 55 24 21 0 43 28 29Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent NP NP NP -- 28 22 6 -- 30 19 11 --Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi15.3110.7 77015.6110.3102515.8109.81425Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight Triaxial R: , degrees c, tsf 7.61.67 5.51.0510.40.32Percent of class in area 26 22 52 Natural moisture content, percent25.028.422.2 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-209WATTS BARWBNP-50Table 2.5-47 Watts Bar Nuclear PlantERCW Liquefaction Borrow Area 9Summary of Laboratory Test DataBorrow Soil Classes ClassIII SymbolCLCL-MLMechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 24 40 36 0 32 27 41Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent 31 15 16--40 25 15--Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi 16.4110.335019.6104.0680Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight Triaxial R: , degrees c, tsf 12.30.11 8.00.57Shear Strength at 3% Dry of Optimum Moistureand at 100% of Maximum Unit Weight Triaxial R: , degreesc, tsf11.6 0.28 -- --Percent of class in area5050 Natural moisture content, percent18.121.7 2.5-210GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50*At a density of 90 pcf on class II.Table 2.5-48 Watts Bar Nuclear PlantERCW LiquefactionBorrow Area 10Summary of Laboratory Test DataBorrow Soil Classes Class I II Symbol CLCL-MLMechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 33 31 36 0 19 33 48Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent 39 23 16--45 26 19--Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi20.6103.062025.493.3860Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight*
Triaxial R: , degreesc, tsf11.90.2115.20.09Shear Strength at 3% Dry of Optimum Moistureand at 100% of Maximum Unit Weight Triaxial R: , degreesc, tsf----15.00.12Percent of class in area8614 Natural moisture content, percent23.927.6 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-211WATTS BARWBNP-50Table 2.5-49 Watts Bar Nuclear PlantERCW LiquefactionBorrow Area 11Summary of Laboratory Test DataBorrow Soil Classes Class I Symbol MLMechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 21 35 44Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent 44 29 15 --Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi22.299.8850Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight*
Triaxial R: , degrees c, tsf13.20.21Percent of class in area100Natural moisture content, percent26.9 2.5-212GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50Table 2.5-50 Watts Bar Nuclear PlantERCW LiquefactionBorrow Area 12Summary of Laboratory Test DataBorrow Soil ClassesClassIII IIISymbolSMCL-MLCL-ML Mechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 50 26 24 0 22 39 39 0 22 40 38Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent 32 25 7 --40 25 15--42 26 16 --Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi16.8108.8116517.8106.5115019.2103.71140Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight Triaxial R: , degreesc, tsf 9.50.5712.0 0.2916.40.04Shear Strenght at 3% Dry of Optimum Moistureand at 100% of Maximum Unit Weight Triaxial R: , degreesc, tsf--------12.50.39Percent of class in area125533Natural moisture content, percent21.624.925.2 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-213WATTS BARWBNP-50Table 2.5-51 Watts Bar Nuclear PlantERCW LiquefactionBorrow Area 13Summary of Laboratory Test DataBorrow Soil ClassesClassIIIIIISymbolMLMLMH Mechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 24 42 34 0 23 39 38 0 12 41 47Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent 37 26 11 --41 27 14--52 35 17 --Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi19.2106.665020.0105.1 80023.398.8740Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight Triaxial R: o, degreesc, tsf15.60.1514.5 0.1418.30.02Shear Strenght at 3% Dry of Optimum Moistureand at 100% of Maximum Unit Weight Triaxial R: , degrees c, tsf11.70.6614.5 0.5114.70.44Percent of class in area45505 Natural moisture content, percent19.622.727.6 2.5-214GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50*Class VI tested at 90.0 pcf**Class II is less than 1% of total borrow and no shear tests were conducted on this class.
- Class VI tested at 105% of maximum unit weight.Table 2.5-52 Watts Bar Nuclear PlantERCW LiquefactionBorrow Area 2cSummary of Laboratory Test DataBorrow Soil ClassesClassIIIIIIIVVVISymbolMLSM-SCCLCLCL-MLMH Mechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 48 40 12 0 65 16 19 0 48 23 29 0 30 34 36 0 23 39 38 0 5 40 55Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent NP NP NP --25 19 6--36 22 14--41 24 17--44 27 17--62 35 27--Standard Proctor CompactionOptimum moisture, percent Maximum density, pcf Penetration resistance, psi12.1117.7100013.9114.0112516.6109.01050 18.1106.276019.5103.5 84026.890.8950Shear Strength at 3% Dry of Optimum Moistureand at 95% of Maximum Unit Weight*
Triaxial R: , degrees c, tsf17.50.63****13.40.11 9.0 0.3318.1 0.0019.00.00Shear Strenght at 3% Dry of Optimum Moistureand at 100% of Maximum Unit Weight***
Triaxial R: , degrees c, tsf
13.00.58----15.3 0.2217.40.24Percent of class in area11331631Natural moisture content, percent21.720.526.422.923.631.6 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-215WATTS BARWBNP-50*Standard proctor compaction results are based on borrow area 2C family of curves.Note: Shear strength tests were not conducted on the extension of borrow area 2C.Table 2.5-53 Watts Bar Nuclear PlantERCW LiquefactionBorrow Area 2c ExtensionSummary of Laboratory Test DataBorrow Soil GroupsGroup123456789SymbolCLCLCLCLCL-MLMHCLCL-MLSM Mechanical and Hydrometer AnalysisGravel, percent Sand, percent Silt, percent Clay, percent 0 23 48 29 0 30 42 28 0 24 43 33 0 20 40 40 0 23 36 41 0 15 27 58 0 36 36 28 0 42 33 25 1 55 30 14Atterberg LimitsLiquid limit, percent Plastic limit, percent Plasticity index, percent Shrinkage limit, percent 34 21 13 --34 22 12--40 24 16--41 24 17--47 28 19--58 32 26--37 23 14--35 23 12--32 20 1--Standard Proctor CompactionOptimum moisture, percent*
Maximum density, pcf Penetration resistance, psi 16.6109.0--17.3107.7--18.8104.8--20.2102.3--21.799.6--28.188.0--16.6109.0--16.6109.0--14.8112.8--Percent of group in area32411131133331 Natural moisture content, percent21.516.421.521.826.527.214.016.610.1 2.5-216GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 R d = Relative densityTable 2.5-54 Summary of Laboratory Test DataMaximum FinesGradationAverageFinesGradationMinimumFines GradationMinimum density, pcf107.1103.1108.7Maximum density, pcf143.1139.5143.9ØCØCØC(tsf)(tsf)(tsf)Triaxial Shear (Q)At 80% R d38.70.7338.31.4640.51.91At 70% R d38.50.5042.50.8042.01.64Triaxial Shear (R)At 80% R d39.31.9341.80.9943.70.34Direct Shear (S)At 80% R d39.40.3042.00.5244.20.63At 70% R d36.00.3544.00.2442.50.52 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-217WATTS BARWBNP-50*For an analysis where pore pressure buildup has to be considered, estimated pore pressure should be incremented (suggest 10% increments)to a reasonable maximum level to check the effect of pore pressure buildup. Ym = Moist unit weight Ysat = Saturated unit weight Q = Unconsolidated - undrained triaxial shear test R = Consolidated - undrained triaxial shear test (effective)
S = Direct shear test Table 2.5-55 Granular Material Design ValuesSection 1032 Material Relative DensityUnit WeightShear Strength ValuesYm YsatQR&S*(pcf)(pcf)0C0C(tsf)(tsf)80%13514339*1.040*0.5 70%13314239*0.738*0.35 2.5-218GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-63Table 2.5-56 Watts Bar Nuclear PlantRelative Density Test Results on EngineeredGranular Fill Beneath the Diesel Generator Building (Sheet 1 of 2)SampleMax. Dry Density(pcf)Min. Dry Density(pcf)Field Density(pcf)Relative Density(pcf)158144.6100.4132.078 159144.6100.4133.080 160144.6100.4135.084 162144.6100.4137.7582 163144.6100.4136.587 164144.6100.4131.2577 167144.6100.4135.5085 168144.6100.4138.0089 169144.6100.4135.7585 170144.6100.4131.5077 171144.6100.4136.7587 172144.6100.4133.2581 178144.6100.4130.2575 179144.6100.4131.577 180144.6100.4131.076184144.6100.4130.7578185144.6100.4137.588 186144.6100.4130.576 190144.6100.4138.590 191144.6100.4136.2586 192144.6100.4134.7583 194144.6100.4128.7572 195144.6100.4132.078 196144.6100.4131.577 199144.6100.4129.576 200144.6100.4137.2588 201144.6100.4130.7577 204144.6100.4125.7566 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-219WATTS BARWBNP-63205144.6100.4127.7570206144.6100.4127.7570 210144.6100.4128.2571211144.6100.4137.087212138.8109.9133.583 213138.8109.9137.096 214138.8109.9136.593 217138.8109.9133.7586.5 218138.8109.9136.594.5Table 2.5-56 Watts Bar Nuclear PlantRelative Density Test Results on EngineeredGranular Fill Beneath the Diesel Generator Building (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-220WATTS BARWBNP-63Table 2.5-57 Watts Bar Nuclear PlantSieve Analysis of 1032 GravelTennessee Valley Authority (Sheet 1 of 5)SCREEN SIZE1-1/4 in1 in3/4 in3/8 in#4#10#16#40#100#200PERCENT PASSINGSPECIFICATION LIMITS 1032.0210095-10070-10050-8536-6520-45NA8-25NA0-10DATETIME SAMPLESOURCE SAMPLE WT(LBS)3-21-7512:10 PMTVA Stockpile16.7100.0100.091.166.644.526.2NA10.4NA4.1 3-25-751:00 PMTVA Stockpile15.0100.0100.091.176.754.232.1NA10.2NA3.9 3-26-7511:15 AMTVA Stockpile16.7100.097.287.262.443.726.8NA5.7NA 3-27-752:30 PMTVA Stockpile16.7100.093.685.865.347.124.4NA11.2NA4.8 3-28-759:15 AMTVA Stockpile16.6100.0100.093.079.358.238.0NA14.4NA4.4 3-31-759:40 AMTVA Stockpile16.7100.0100.092.966.642.223.9NA9.5NA4.2 4-1-7510:30 AMTVA Stockpile15.0100.096.293.778.456.934.1NA13.4NA5.1 4-2-7512:00 PMTVA Stockpile16.4100.0100.091.664.642.624.5NA9.0NA3.9 4-3-7510:45 AMTVA Stockpile16.3100.098.190.174.355.831.6NA5.3NA1.6 4-4-759:30 AMTVA Stockpile17.0100.097.892.177.259.638.7NA13.5NA4.2 4-7-7512:30 PMTVA Stockpile16.7100.098.795.677.257.634.3NA10.3NA4.4 4-8-7512:15 PMTVA Stockpile16.7100.095.788.361.939.925.1NA10.1NA3.4 4-9-7512:10 PMTVA Stockpile16.7100.0100.095.877.553.232.1NA11.7NA3.4 4-10-751:00 PMTVA Stockpile16.7100.0100.087.249.932.220.0NA8.9NA3.9 4-11-7510:00 AMTVA Stockpile20.0100.098.690.563.644.026.5NA8.8NA3.0 4-14-7510:00 AMTVA Stockpile20.0100.098.591.664.040.833.5NA8.6NA4.8 4-15-7510:15 AMTVA Stockpile20.0100.0100.091.267.741.323.4NA8.1NA2.7 4-16-7512:05 AMTVA Stockpile16.7100.0100.088.963.943.126.4 NA9.7NA3.8 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-221WATTS BARWBNP-634-17-752:00 PMTVA Stockpile16.5100.0100.091.764.642.824.5 NA9.2NA4.04-18-751:35 PMTVA Stockpile16.8100.099.094.273.754.433.9 NA11.5NA4.8 4-21-753:30 PMTVA Stockpile16.7100.0100.091.354.533.419.8 NA8.5NA3.6 4-22-753:30 PMTVA Stockpile16.6100.0100.087.655.034.119.3 NA7.9NA3.4 4-23-7512:05TVA StockpileDiesel20.0100.099.092.964.525.719.3 NA10.1NA2.14-24-7510:00 AMGenerator Fds20.0100.0100.095.781.259.132.9 NA9.5NA4.24-25-7510:50 AMTVA Stockpile16.7100.097.186.356.937.824.1 NA9.1NA3.8 4-28-759:30 AMTVA Stockpile16.8100.0100.095.781.060.138.8 NA14.5NA4.6 4-29-7512:30 PMTVA Stockpile16.7100.0100.090.272.654.735.3 NA12.8NA3.9 4-30-751:00 PMTVA Stockpile16.9100.0100.095.372.249.830.3 NA11.1NA3.55-1-7510:00 AMTVA Stockpile15.0100.0100.094.273.948.331.1 NA16.3NA8.95-2-7510:00 AMTVA Stockpile16.7100.0100.094.777.956.335.9 NA13.9NA4.5 5-5-751:00 PMTVA Stockpile16.8100.0100.094.181.063.442.8 NA17.2NA5.6 5-6-759:00 AMTVA Stockpile17.0100.0100.097.578.557.035.7 NA11.6NA3.8 5-7-758:30 AMTVA Stockpile16.9100.098.991.664.444.327.1 NA10.3 NA3.65-8-7512:45 PMTVA Stockpile16.8100.0100.092.274.853.934.3 NA12.3NA3.9 5-9-751:01 PMTVA Stockpile16.8100.0100.098.274.551.531.7NA11.9NA3.7Table 2.5-57 Watts Bar Nuclear PlantSieve Analysis of 1032 GravelTennessee Valley Authority (Sheet 2 of 5)SCREEN SIZE1-1/4 in1 in3/4 in3/8 in#4#10#16#40#100#200PERCENT PASSINGSPECIFICATION LIMITS 1032.0210095-10070-10050-8536-6520-45NA8-25NA0-10DATETIME SAMPLESOURCE SAMPLE WT(LBS)
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-222WATTS BARWBNP-635-12-7510:00 AMTVA Stockpile16.7100.0100.095.777.453.232.2NA11.7NA3.4 5-13-751:00 PMTVA Stockpile16.7100.098.191.975.455.535.9NA12.5NA4.0 5-14-75 9:45 AMTVA Stockpile16.9100.0100.089.365.743.128.1NA10.1NA4.3 5-15-75 9:45 AMTVA Stockpile17.0100.0100.093.273.452.432.8NA13.0NA4.5 5-16-7510:30 AMTVA Stockpile16.6100.0100.091.471.349.429.3NA10.1NA4.3 5-19-75 9:45 AMTVA Stockpile16.7100.0100.097.776.154.934.1NA10.2NA3.5 5-20-75 1:30 PMTVA Stockpile16.1100.0100.086.952.230.015.0NA6.6NA8.3 5-21-75 9:30 AMTVA Stockpile16.8100.0100.095.680.960.038.4NA14.5NA4.6 5-22-7510:00 AMTVA Stockpile16.7100.0100.087.349.932.219.9NA8.9NA3.9 5-23-759:30 AMTVA Stockpile16.6100.0100.091.771.449.429.1NA10.2NA4.35-27-759:30 AMTVA Stockpile16.7100.0100.087.249.832.320.0NA8.9NA3.85-28-759:30 AMTVA Stockpile16.8100.0100.096.372.654.835.3NA12.8NA3.8 5-29-759:30 AMTVA Stockpile16.7100.098.686.464.443.324.3NA8.6NA3.5 5-30-759:30 AMTVA Stockpile16.3100.097.395.473.456.036.8NA13.7NA4.5 6-2-759:15 PMTVA Stockpile16.7100.0100.087.249.832.220.0NA8.9NA3.8 6-3-751:00 PMTVA Stockpile15.4100.0100.081.354.030.220.2NA14.5NA4.8 6-4-7510:30 AMTVA Stockpile16.6100.0100.091.766.943.724.5NA9.5NA3.2 6-5-755:00 PMTVA Stockpile16.8100.0 98.191.273.353.129.8NA11.2NA4.5Table 2.5-57 Watts Bar Nuclear PlantSieve Analysis of 1032 GravelTennessee Valley Authority (Sheet 3 of 5)SCREEN SIZE1-1/4 in1 in3/4 in3/8 in#4#10#16#40#100#200PERCENT PASSINGSPECIFICATION LIMITS 1032.0210095-10070-10050-8536-6520-45NA8-25NA0-10DATETIME SAMPLESOURCE SAMPLE WT(LBS)
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-223WATTS BARWBNP-636-6-759:30 AMTVA Stockpile15.3100.0 97.395.273.355.936.5NA13.5NA3.76-9-7510:00 AMTVA Stockpile16.6100.0100.095.677.758.033.8NA10.5NA3.5 6-10-7510:00 AMTVA Stockpile16.5100.0100.091.571.149.129.0NA9.0NA2.8 6-12-757:30 AMTVA Stockpile16.6100.099.595.877.557.634.4NA10.3NA3.5 6-13-759:30 AMTVA Stockpile16.6100.0100.097.782.263.541.3NA16.7NA5.9 6-16-759:30 AMTVA Stockpile16.6100.099.695.777.557.934.4NA10.3NA3.4 6-17-7512:30 PMTVA Stockpile16.7100.097.291.977.457.435.6NA12.0NA2.5 6-18-759:30 AMTVA Stockpile16.7100.0100.093.876.856.535.1NA11.6NA2.8 6-19-759:30 AMTVA Stockpile16.7100.0100.0*67.148.629.8NA9.6 NA3.4 6-20-751:00 PMTVA Stockpile15.1100.0100.099.975.651.526.9NA7.1NA1.56-23-759:30 AMTVA Stockpile16.6100.097.890.469.846.927.3NA11.3NA4.26-24-759:30 AMTVA Stockpile16.7100.099.893.364.138.022.4NA8.3NA3.2 6-25-759:30 AMTVA Stockpile15.6100.0100.095.277.058.233.6NA8.7NA1.6 6-26-759:30 PMTVA Stockpile16.7100.0 99.695.577.957.834.6 NA11.0NA4.2 6-27-7510:00 AMTVA Stockpile15.8100.0100.092.056.137.122.9 NA 9.4NA3.3 6-30-759:30 AMTVA Stockpile16.7100.0100.089.467.448.629.9 NA 9.8NA3.1 7-1-7512:30 PMTVA Stockpile16.2100.0 99.290.175.657.831.2 NA 4.8NA1.7 7-2-7510:30 AMTVA Stockpile16.5100.0100.091.864.742.724.5 NA 9.0NA4.0Table 2.5-57 Watts Bar Nuclear PlantSieve Analysis of 1032 GravelTennessee Valley Authority (Sheet 4 of 5)SCREEN SIZE1-1/4 in1 in3/4 in3/8 in#4#10#16#40#100#200PERCENT PASSINGSPECIFICATION LIMITS 1032.0210095-10070-10050-8536-6520-45NA8-25NA0-10DATETIME SAMPLESOURCE SAMPLE WT(LBS)
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-224WATTS BARWBNP-63*Omitted by mistake7-3-759:30 AMTVA Stockpile16.5100.0 97.494.773.152.530.7 NA 8.3NA2.57-9-755:30 PMTVA Stockpile16.7100.0100.093.268.396.727.5 NA 8.7NA3.1 7-10-7510:00 AMTVA Stockpile16.8100.0 97.789.773.353.734.3 NA12.9NA3.6 7-11-759:30 AMTVA Stockpile15.7100.0100.089.261.741.923.9 NA 7.0NA2.6 7-14-759:30 AMTVA Stockpile15.8100.0100.091.856.437.622.7 NA 9.5NA3.5 7-15-752:00 PMTVA Stockpile16.7100.0100.097.675.954.834.2 NA10.2NA3.4 7-16-751:00 PMTVA Stockpile15.8100.0100.096.579.658.434.0 NA 9.9NA0.0 7-17-752:00 PMTVA Stockpile16.4100.0100.098.077.057.735.0 NA 9.2NA1.6 7-18-752:00 PMTVA Stockpile15.2100.0100.099.476.051.427.2NA7.5NA0.0 7-21-751:00 PMTVA Stockpile16.8100.0100.096.175.552.831.3NA10.1NA3.27-22-751:30 PMTVA Stockpile16.5100.0100.097.577.051.928.7NA9.7NA4.07-23-75TVA Stockpile16.8100.0100.095.680.464.843.3NA16.6 NA6.5 7-24-7510:30 PMTVA Stockpile16.7100.0100.097.564.940.221.7NA 6.8NA1.2 7-25-75TVA Stockpile16.8100.0100.092.274.853.934.3NA12.3 NA3.9 7-28-759:30 AMTVA Stockpile16.9100.0100.095.363.446.528.6NA8.6NA2.4 7-29-757:10 AMTVA Stockpile16.2100.099.190.275.357.831.1NA4.9NA1.1 7-30-7510:30 AMTVA Stockpile16.8100.0100.085.668.843.226.1NA8.9NA3.6Table 2.5-57 Watts Bar Nuclear PlantSieve Analysis of 1032 GravelTennessee Valley Authority (Sheet 5 of 5)SCREEN SIZE1-1/4 in1 in3/4 in3/8 in#4#10#16#40#100#200PERCENT PASSINGSPECIFICATION LIMITS 1032.0210095-10070-10050-8536-6520-45NA8-25NA0-10DATETIME SAMPLESOURCE SAMPLE WT(LBS)
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-225WATTS BARWBNP-63Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 1 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel MAR 1698.6712.9713.5711.2703.4713.2716.3--680.61 2--------------0.00--
3--------------0.00--
4698.9713.0713.6711.4703.0713.0716.10.00681.83 5------------------
6--------------1.20--
7------------------
8698.6713.0713.2711.4703.6713.2716.30.00681.99 9--------------0.00--10699.0713.3714.0711.5703.2713.3717.30.00682.0411------------------12------------------
13--------------0.93--
14------------------
15698.8713.3714.0711.5702.9712.7717.1--681.87 16--------------0.25--
17--------------0.30--
18699.1713.4714.1711.6703.4713.3717.10.20681.95 19--------------0.00--
20--------------0.00--
21------------------
22699.3713.2713.6711.6703.1713.1716.90.47680.90 23--------------0.00--
24699.4713.3713.5711.4703.0713.1 *0.00679.45 25--------------0.00--
26--------------0.00--
27--------------0.00--
28--------------0.00--
29698.9712.9712.9710.8702.7712.3 *0.00681.38 2.5-226GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6330--------------0.00--31--------------0.41--*Destroyed APR 1698.9712.7712.8710.6702.7709.9 1 *0.00680.742 -- -- -- -- -- -- --0.00 --
3 -- -- -- -- -- -- --0.00 --
4 -- -- -- -- -- -- --0.00 --
5698.7712.7712.3709.9702.6707.3 --0.21679.45 6-- -- -- -- -- -- --0.00 --
7 -- -- -- -- -- -- --0.00 --
8698.5712.6712.1709.0702.6707.3 --0.54680.31 9-- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.00 --12698.4712.5712.1707.7702.8707.4 --0.00680.4113 -- -- -- -- -- -- --0.00 --
14 -- -- -- -- -- -- --0.00 --
15698.4712.3711.4707.3702.7707.2707.7**0.00680.04 16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.49 --
18 -- -- -- -- -- -- --0.00 --
19698.5712.7713.1709.0702.8707.3716.50.00680.5 20 -- -- -- -- -- -- --0.00 --
21698.6712.1710.7706.8702.6707.1716.40.00680.54 22 -- -- -- -- -- -- --0.00 --
23 -- -- -- -- -- -- --0.00 --
24 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 2 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-227WATTS BARWBNP-6325 -- -- -- -- -- -- --0.66 --26698.6711.9710.1706.3702.7707.0716.80.18680.96 27 -- -- -- -- -- -- --0.11 --
28698.5711.9710.0706.2702.6707.1716.90.00681.32 29 -- -- -- -- -- -- --0.00 --
30 -- -- -- -- -- -- --0.00--*Destroyed **Repaired
1Dropping due to nearby excavation for CMLMAY1 -- -- -- -- -- -- --0.02 -- 2 -- -- -- -- -- -- --0.00 --
3698.2711.9709.8705.9702.6707.2716.90.00682.18 4 -- -- -- -- -- -- --0.00 --
5 -- -- -- -- -- -- --0.00 --6 -- -- -- -- -- -- --0.00 --7698.8711.7709.5705.7702.5707.2716.80.41682.35 8 -- -- -- -- -- -- --0.00 --
9 -- -- -- -- -- -- --0.00 --10698.7711.8710.7705.6702.5707.3716.80.00682.5711 -- -- -- -- -- -- --0.00 --12698.7711.9711.0705.6702.5707.2716.70.00682.40 13 -- -- -- -- -- -- --0.00 --
14 -- -- -- -- -- -- --0.00 --
15 -- -- -- -- -- -- --0.00 --
16 -- -- -- -- -- -- --0.00 --
17698.6712.0711.0705.8702.5707.2716.80.00682.17 18 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 3 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-228GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6319 -- -- -- -- -- -- --0.00 --20698.5712.1710.9705.9702.5707.2716.80.00682.16 21 -- -- -- -- -- -- --0.00 --
22 -- -- -- -- -- -- --1.78 --
23 -- -- -- -- -- -- --0.00 --
24698.9712.3711.7705.9702.5707.4716.90.00682.13 25 -- -- -- -- -- -- --0.00 --
26 -- -- -- -- -- -- --0.38 --
27699.0712.5711.9706.1702.5707.3716.90.00682.60 28 -- -- -- -- -- -- --0.70 --
29 -- -- -- -- -- -- --0.00 --
30 -- -- -- -- -- -- --0.00 --
31 -- -- -- -- -- -- --0.00 --JUNE1699.4712.6712.1706.2702.5707.4716.90.00682.772 -- -- -- -- -- -- --0.00 --
3699.3712.6712.0706.4702.5707.5716.90.00682.354 -- -- -- -- -- -- --0.00 --5 -- -- -- -- -- -- --0.00 --
6-- -- -- -- -- -- --0.00 --
7699.1712.6712.2706.5702.4707.4716.90.00682.31 8 -- -- -- -- -- -- --0.00 --
9699.0712.6712.3706.5702.5707.4716.80.00682.1110 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.00 --12 -- -- -- -- -- -- --0.00 --
13 -- -- -- -- -- -- --0.00 --
14698.9712.5713.0706.7702.5707.3716.70.00682.41 15 -- -- -- -- -- -- --0.00 --
16699.3712.6713.0706.6702.5707.3716.70.00682.45Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 4 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-229WATTS BARWBNP-6317 -- -- -- -- -- -- --0.00 --18 -- -- -- -- -- -- --0.00 --
19 -- -- -- -- -- -- --0.00 --
20 -- -- -- -- -- -- --0.00 --
21699.7712.6712.9706.6702.5707.3716.60.00683.01 22 -- -- -- -- -- -- --0.00 --
23699.7712.4712.5706.8702.4707.3716.50.00682.57 24 -- -- -- -- -- -- --0.02 --
25 -- -- -- -- -- -- --0.01 --
26 -- -- -- -- -- -- --1.83 --
27 -- -- -- -- -- -- --0.16 --
28700.0712.6712.8706.8702.5707.4716.60.00682.87 29 -- -- -- -- -- -- --0.00 --
30700.0712.5712.7706.8702.4707.4717.10.00682.64JULY1 -- -- -- -- -- -- --0.00 --2-- -- -- -- -- -- --0.00 --3 -- -- -- -- -- -- --0.00 --4 -- -- -- -- -- -- --0.00 --
5 -- -- -- -- -- -- --0.00 --
6700.0712.6712.8706.7702.4707.3717.00.00682.77 7 -- -- -- -- -- -- --0.00 --
8700.1712.6712.7706.9702.5707.3716.90.03681.93 9 -- -- -- -- -- -- --0.22 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.00 --12700.0712.6712.8706.9702.4707.4716.90.00683.50 13 -- -- -- -- -- -- --0.00 --
14700.1712.5712.8706.8702.4707.4716.90.00682.7 15 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 5 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-230GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6316 -- -- -- -- -- -- --0.00 --17 -- -- -- -- -- -- --0.00 --
18 -- -- -- -- -- -- --0.00 --
19700.0712.5712.8706.8702.3707.3717.00.00682.26 20 -- -- -- -- -- -- --0.00 --
21 -- -- -- -- -- -- --0.42 --
22700.1712.5712.7706.8702.3706.7716.80.02683.46 23 -- -- -- -- -- -- --0.01 --
24 -- -- -- -- -- -- --0.00 --
25 -- -- -- -- -- -- --0.00 --
26700.0712.3712.7706.7702.4706.4716.20.00682.57 27 -- -- -- -- -- -- --0.29 --
28 -- -- -- -- -- -- --0.03 --
29700.0712.7712.7706.9702.3706.4716.70.00682.05 30 -- -- -- -- -- -- --0.12 --
31 -- -- -- -- -- -- --0.97 --
AUG1 -- -- -- -- -- -- --0.00 -- 2700.2712.7712.7706.8702.5706.5716.80.00683.99 3 -- -- -- -- -- -- --0.00 --
4700.1712.7712.7706.7702.4706.4716.80.00683.70 5 -- -- -- -- -- -- --0.00 --
6 -- -- -- -- -- -- --0.00 --
7 -- -- -- -- -- -- --0.21 --
8 -- -- -- -- -- -- --0.50 --
9700.2712.7712.7706.7702.4707.4716.70.63682.8310 -- -- -- -- -- -- --0.35 --11700.1712.7712.6706.7702.5708.0716.70.13682.9012 -- -- -- -- -- -- --0.00 --
13 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 6 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-231WATTS BARWBNP-6314 -- -- -- -- -- -- --0.00 --15 -- -- -- -- -- -- --0.00 --
16699.9711.9712.5706.7702.4708.9716.90.33681.23 17 -- -- -- -- -- -- --1.26 --
18700.2712.8712.7706.7702.5707.1717.00.02682.40 19 -- -- -- -- -- -- --0.00 --
20 -- -- -- -- -- -- --0.00 --
21 -- -- -- -- -- -- --0.00 --
22 -- -- -- -- -- -- --0.00 --
23699.9712.6712.7706.7702.5709.7*717.00.52682.63 24 -- -- -- -- -- -- --0.00 --
25700.0712.7712.7706.7702.5710.0716.90.00682.68 26 -- -- -- -- -- -- --0.10 --
27 -- -- -- -- -- -- --0.00 --
28 -- -- -- -- -- -- --0.00 --
29 -- -- -- -- -- -- --0.00 --30699.9712.6712.5706.7702.4709.6716.80.17682.4031 -- -- -- -- -- -- --0.53 --*Changed 2.6 since 18th.
SEPT1699.9712.5712.6706.7702.5709.8716.80.03682.502 -- -- -- -- -- -- --0.25 --
3 -- -- -- -- -- -- --0.02 --
4 -- -- -- -- -- -- --0.00 --
5 -- -- -- -- -- -- --0.00 --
6699.9712.5712.3706.5702.4710.4717.00.00681.8 7 -- -- -- -- -- -- --0.00 --
8699.8712.5712.5706.6702.5710.5717.20.00681.19Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 7 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-232GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-639 -- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.22 --12 -- -- -- -- -- -- --0.00 --
13699.6712.3712.3706.6702.5710.5717.10.08680.86 14 -- -- -- -- -- -- --0.11 --
15699.7712.5712.4706.6702.5710.6717.10.00682.10 16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --
18 -- -- -- -- -- -- --0.00 --
19 -- -- -- -- -- -- --0.00 --
20699.8712.3712.3708.3702.4710.4717.00.00681.70 21 -- -- -- -- -- -- --0.00 --
22699.2712.3713.1708.7702.5710.3716.90.00682.04 23 -- -- -- -- -- -- --0.00 --
24 -- -- -- -- -- -- --0.00 --25 -- -- -- -- -- -- --0.44 --26 -- -- -- -- -- -- --0.09 --
27698.9712.4713.3709.4702.4710.5716.90.00681.55 28 -- -- -- -- -- -- --0.00 --
29698.9712.4713.2709.6702.4710.5716.90.00682.33 30 -- -- -- -- -- -- --0.00 --*Changed 2.6 since 18th.OCT1 -- -- -- -- -- -- --0.00 -- 2 -- -- -- -- -- -- --0.00 --
3 -- -- -- -- -- -- --0.00 --
4698.4712.5713.6709.9702.4710.3716.90.00682.14Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 8 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-233WATTS BARWBNP-635 -- -- -- -- -- -- --0.00 --6698.8712.3713.0710.2702.4710.2716.90.00681.92 7 -- -- -- -- -- -- --1.38 --
8 -- -- -- -- -- -- --0.04 --
9 -- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.77 --11 -- -- -- -- -- -- --0.00 --12699.4712.6713.9710.5702.6711.1717.30.69681.34 13 -- -- -- -- -- -- --0.35 --
14 -- -- -- -- -- -- --0.00 --
15 -- -- -- -- -- -- --0.00 --
16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --
18699.7713.2714.4710.7702.6711.3717.10.00680.74 19 -- -- -- -- -- -- --0.00 --
20 -- -- -- -- -- -- --0.00 --21 -- -- -- -- -- -- --0.00 --22 -- -- -- -- -- -- --0.00 --
23 -- -- -- -- -- -- --0.00 --
24 -- -- -- -- -- -- --0.00 --
25698.8713.2714.3710.9702.5711.0717.10.00681.43 26 -- -- -- -- -- -- --0.00 --
27 -- -- -- -- -- -- --0.00 --
28 -- -- -- -- -- -- --0.00 --
29 -- -- -- -- -- -- --0.00 --
30 -- -- -- -- -- -- --0.00 --
31 -- -- -- -- -- -- --0.00 --
NOV 1698.2712.8713.3710.7702.5711.0711.10.00679.77 2 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 9 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-234GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-63 3 -- -- -- -- -- -- --2.32 -- 4 -- -- -- -- -- -- --0.05 --
5 -- -- -- -- -- -- --0.00 --
6 -- -- -- -- -- -- --0.00 --
7 -- -- -- -- -- -- --0.00 --
8698.1712.6712.8710.2702.7711.6717.20.00680.29 9 -- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.00 --12 -- -- -- -- -- -- --0.60 --
13 -- -- -- -- -- -- --0.00 --
14 -- -- -- -- -- -- --0.00 --
15697.8712.5712.5709.9702.7711.6717.10.00680.60 16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --1.48 --
18 -- -- -- -- -- -- --0.41 --19 -- -- -- -- -- -- --0.08 --20 -- -- -- -- -- -- --0.00 --
21 -- -- -- -- -- -- --0.78 --
22698.7712.8712.9710.1702.7712.3717.50.16680.00 23 -- -- -- -- -- -- --0.00 --
24 -- -- -- -- -- -- --0.00 --
25 -- -- -- -- -- -- --0.00 --
26 -- -- -- -- -- -- --0.00 --
27 -- -- -- -- -- -- --0.19 --
28 -- -- -- -- -- -- --1.53 29699.5712.8712.7710.0703.8712.8717.70.00680.32 30 -- -- -- -- -- -- --1.03 --
DEC 1 -- -- -- -- -- -- --2.79 -- Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 10 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-235WATTS BARWBNP-632 -- -- -- -- -- -- --0.00 --3 -- -- -- -- -- -- --0.00 --
4 -- -- -- -- -- -- --0.08 --
5 -- -- -- -- -- -- --0.69 --
6700.2713.1713.5710.4703.5713.4718.20.00682.32 7 -- -- -- -- -- -- --0.00 --
8 -- -- -- -- -- -- --0.00 --
9 -- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.88 --12 -- -- -- -- -- -- --0.15 --
13699.9713.2714.1710.8703.4713.2718.20.00681.1 14 -- -- -- -- -- -- --0.00 --
15 -- -- -- -- -- -- --1.59 --
16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --18 -- -- -- -- -- -- --0.00 --19 -- -- -- -- -- -- --0.08 --
20700.3713.6714.4711.4703.0713.4718.50.00683.0 21 -- -- -- -- -- -- --0.00 --
22 -- -- -- -- -- -- --0.03 --
23 -- -- -- -- -- -- --0.05 --
24 -- -- -- -- -- -- --0.04 --
25 -- -- -- -- -- -- --0.16 --
26 -- -- -- -- -- -- --0.60 --
27700.1713.8714.5711.2702.7712.5717.80.00681.31 28 -- -- -- -- -- -- --0.72 --
29 -- -- -- -- -- -- --0.00 --
30 -- -- -- -- -- -- --0.11 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 11 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-236GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6331 -- -- -- -- -- -- --0.00 --JAN 1 -- -- -- -- -- -- --0.00 -- 2 -- -- -- -- -- -- --1.13 --
3700.0713.6714.6711.7703.0713.1718.20.00681.02 4 -- -- -- -- -- -- --0.00 --
5 -- -- -- -- -- -- --0.00 --
6 -- -- -- -- -- -- --0.00 --
7 -- -- -- -- -- -- --0.00 --
8 -- -- -- -- -- -- --0.00 --
9 -- -- -- -- -- -- --0.26 --10699.8713.4714.3711.5702.8712.8718.50.10679.0011 -- -- -- -- -- -- --0.04 --12 -- -- -- -- -- -- --0.00 --
13 -- -- -- -- -- -- --0.00 --
14 -- -- -- -- -- -- --0.00 --
15 -- -- -- -- -- -- --0.00 --16 -- -- -- -- -- -- --0.00 --17699.5713.2713.9711.0702.7712.5718.30.00680.30 18 -- -- -- -- -- -- --0.00 --
19 -- -- -- -- -- -- --0.00 --
20 -- -- -- -- -- -- --0.26 --
21 -- -- -- -- -- -- --0.33 --
22 -- -- -- -- -- -- --0.00 --
23 -- -- -- -- -- -- --0.00 --
24699.3713.3713.9711.1702.9712.6718.30.00680.10 25 -- -- -- -- -- -- --0.00 --
26 -- -- -- -- -- -- --0.00 --
27 -- -- -- -- -- -- --0.00 --
28 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 12 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-237WATTS BARWBNP-6329 -- -- -- -- -- -- --0.08 --30 -- -- -- -- -- -- --0.06 --
31699.0713.3713.8711.0702.7712.4718.60.00678.42 FEB 1 -- -- -- -- -- -- --1.87 -- 2 -- -- -- -- -- -- --0.08 --
3 -- -- -- -- -- -- --0.00 --
4-- -- -- -- -- -- --0.00 --
5-- -- -- -- -- -- --0.11 --
6 -- -- -- -- -- -- --0.35 --
7699.3713.3713.9711.2702.7713.4718.80.00680.64 8 -- -- -- -- -- -- --0.00 --
9 -- -- -- -- -- -- --0.03 --10 -- -- -- -- -- -- --1.34 --11 -- -- -- -- -- -- --0.16 --12 -- -- -- -- -- -- --0.00 --
13 -- -- -- -- -- -- --0.00 --14700.0713.5713.7711.0703.2713.7718.70.00681.0015 -- -- -- -- -- -- --0.00 --
16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --
18 -- -- -- -- -- -- --0.00 --
19 -- -- -- -- -- -- --0.00 --
20 -- -- -- -- -- -- --0.00 --
21699.5713.3713.2710.7702.7712.7718.30.48680.11 22 -- -- -- -- -- -- --0.00 --
23 -- -- -- -- -- -- --0.00 --
24 -- -- -- -- -- -- --0.00 --
25 -- -- -- -- -- -- --0.00 --
26 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 13 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-238GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6327 -- -- -- -- -- -- --0.00 --28699.4713.1712.9710.4702.7712.7719.00.00677.46 MAR 1 -- -- -- -- -- -- --0.00 -- 2 -- -- -- -- -- -- --0.00 --
3 -- -- -- -- -- -- --0.00 --
4 -- -- -- -- -- -- --0.00 --
5 -- -- -- -- -- -- --0.63 --
6 -- -- -- -- -- -- --0.41 --
7699.0713.4713.9710.8703.2712.8718.80.00678.77 8 -- -- -- -- -- -- --0.00 --
9 -- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.03 --12 -- -- -- -- -- -- --0.00 --
13 -- -- -- -- -- -- --0.00 --
14698.9713.5714.5710.6702.8712.6718.90.00679.6415 -- -- -- -- -- -- --0.00 --16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --
18 -- -- -- -- -- -- --0.00 --
19 -- -- -- -- -- -- --0.00 --
20 -- -- -- -- -- -- --1.31 --
21698.5713.5713.9711.0702.9712.5718.60.00678.32 22 -- -- -- -- -- -- --0.00 --
23 -- -- -- -- -- -- --0.00 --
24 -- -- -- -- -- -- --0.27 --
25 -- -- -- -- -- -- --0.02 --
26 -- -- -- -- -- -- --0.43 --
27 -- -- -- -- -- -- --0.53 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 14 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-239WATTS BARWBNP-6328698.3713.2713.9710.7702.9712.1718.40.00676.9829 -- -- -- -- -- -- --0.37 --
30 -- -- -- -- -- -- --0.06 --
31 -- -- -- -- -- -- --0.45 --
APR 1 -- -- -- -- -- -- --0.13 -- 2 -- -- -- -- -- -- --0.61 --
3 -- -- -- -- -- -- --0.00 --
4698.2713.0713.7710.9702.9712.8718.60.00677.21 5 -- -- -- -- -- -- --3.71 --
6 -- -- -- -- -- -- --0.03 --
7-- -- -- -- -- -- --0.00 --
8 -- -- -- -- -- -- --0.50 --
9 -- -- -- -- -- -- --1.02 --10 -- -- -- -- -- -- --0.00 --11700.0713.5714.3711.2703.5714.3719.00.04684.3512 -- -- -- -- -- -- --0.00 --13 -- -- -- -- -- -- --0.12 --14 -- -- -- -- -- -- --0.98 --
15 -- -- -- -- -- -- --0.00 00 16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --
18700.2714.0715.4711.6702.8713.1719.20.13683.78 19 -- -- -- -- -- -- --0.00 --
20 -- -- -- -- -- -- --0.00 --
21 -- -- -- -- -- -- --0.00 --
22 -- -- -- -- -- -- --0.00 --
23 -- -- -- -- -- -- --0.90 --
24 -- -- -- -- -- -- --0.53 --
25699.9714.3715.7712.1703.0713.0719.10.00683.84Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 15 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-240GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6326 -- -- -- -- -- -- --0.00 --27 -- -- -- -- -- -- --0.00 --
28 -- -- -- -- -- -- --0.00 --
29 -- -- -- -- -- -- --0.00 --
30 -- -- -- -- -- -- --0.00 --MAY 1 -- -- -- -- -- -- --0.00 -- 2700.1714.1715.2712.1702.7712.5719.10.00683.44 3 -- -- -- -- -- -- --0.75 --
4 -- -- -- -- -- -- --0.00 --
5 -- -- -- -- -- -- --0.00 --
6 -- -- -- -- -- -- --0.00 --
7 -- -- -- -- -- -- --0.00 --
8 -- -- -- -- -- -- --0.62 --
9699.9713.8714.8711.8702.6712.2718.90.00684.1510 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.00 --12 -- -- -- -- -- -- --0.00 --13 -- -- -- -- -- -- --0.00 --
14 -- -- -- -- -- -- --0.00 --
15 -- -- -- -- -- -- --0.29 --
16699.8713.8714.9711.7702.6712.1718.90.16683.74 17 -- -- -- -- -- -- --0.00 --
18 -- -- -- -- -- -- --0.00 --
19 -- -- -- -- -- -- --1.47 --
20 -- -- -- -- -- -- --0.77 --
21 -- -- -- -- -- -- --0.53 --
22 -- -- -- -- -- -- --0.78 --
23700.3714.0714.6711.5703.7713.5719.00.58687.77 24 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 16 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-241WATTS BARWBNP-6325 -- -- -- -- -- -- --0.00 --26 -- -- -- -- -- -- --0.00 --
27 -- -- -- -- -- -- --0.00 --
28 -- -- -- -- -- -- --0.00 --
29 -- -- -- -- -- -- --0.22 --
30 -- -- -- -- -- -- --0.00 --
31700.2713.6714.5711.2702.7712.5719.10.00683.62JUNE 1 -- -- -- -- -- -- --0.00 -- 2 -- -- -- -- -- -- --0.00 --
3 -- -- -- -- -- -- --0.00 --
4 -- -- -- -- -- -- --0.34 --
5 -- -- -- -- -- -- --0.00 --
6700.2713.3714.5711.2702.6712.1718.90.50684.83 7 -- -- -- -- -- -- --0.00 --
8 -- -- -- -- -- -- --0.00 --
9 -- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.00 --12 -- -- -- -- -- -- --0.00 --
13700.1713.2713.6710.4702.5711.8718.70.00684.28 14 -- -- -- -- -- -- --0.00 --
15 -- -- -- -- -- -- --0.00 --
16 -- -- -- -- -- -- --0.07 --
17 -- -- -- -- -- -- --0.75 --
18 -- -- -- -- -- -- --2.08 --
19 -- -- -- -- -- -- --1.42 --
20699.8713.1713.9711.0702.5711.4718.80.00684.09 21 -- -- -- -- -- -- --0.00 --
22 -- -- -- -- -- -- --0.20 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 17 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-242GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6323 -- -- -- -- -- -- --0.18 --24 -- -- -- -- -- -- --0.00 --
25 -- -- -- -- -- -- --0.00 --
26 -- -- -- -- -- -- --0.00 --
27698.9712.6712.9710.4702.5711.7718.60.19683.94 28 -- -- -- -- -- -- --0.00 --
29 -- -- -- -- -- -- --0.00 --
30 -- -- -- -- -- -- --0.16 --JULY 1 -- -- -- -- -- -- --0.00 -- 2 -- -- -- -- -- -- --0.00 --
3 -- -- -- -- -- -- --0.00 --
4 -- -- -- -- -- -- --0.05 --
5698.6712.3712.4710.1702.5711.5718.50.14683.89 6 -- -- -- -- -- -- --0.00 --
7 -- -- -- -- -- -- --0.00 --
8 -- -- -- -- -- -- --0.00 -- 9 -- -- -- -- -- -- --0.00 --10 -- -- -- -- -- -- --0.00 --11698.3712.0712.0709.8702.5711.1718.20.00683.4712 -- -- -- -- -- -- --0.00 --
13 -- -- -- -- -- -- --0.00 --
14 -- -- -- -- -- -- --0.00 --
15 -- -- -- -- -- -- --0.00 --
16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --
18698.2711.9711.6709.7702.5710.4718.00.00682.78 19 -- -- -- -- -- -- -- -- --
20 -- -- -- -- -- -- -- -- --
21 -- -- -- -- -- -- -- -- --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 18 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-243WATTS BARWBNP-6322 -- -- -- -- -- -- -- -- --23 -- -- -- -- -- -- -- -- --
240.04 --
25696.2711.7711.5709.4702.5711.5718.1 --683.35 26 -- -- -- -- -- -- --0.00 --
27 -- -- -- -- -- -- --0.00 --
28 -- -- -- -- -- -- --0.00 --
29 -- -- -- -- -- -- --0.00 --
30 -- -- -- -- -- -- --0.00 --
31 -- -- -- -- -- -- --0.16 --
AUG 1697.0711.3711.7709.6702.5710.9718.30.01683.17 2 -- -- -- -- -- -- --0.00 --
3 -- -- -- -- -- -- --0.00 --
4 -- -- -- -- -- -- --0.00 --
5 -- -- -- -- -- -- --0.00 --
6 -- -- -- -- -- -- --0.00 -- 7 -- -- -- -- -- -- --0.00 -- 8695.0711.3711.0709.2702.5710.5717.80.00682.95 9 -- -- -- -- -- -- --0.01 --10 -- -- -- -- -- -- --0.00 --11 -- -- -- -- -- -- --0.79 --12 -- -- -- -- -- -- --0.01 --
13 -- -- -- -- -- -- --0.00 --
14 -- -- -- -- -- -- --0.00 --
15695.2711.3711.5708.9702.4710.5719.60.00682.86 16 -- -- -- -- -- -- --0.00 --
17 -- -- -- -- -- -- --0.00 --
18 -- -- -- -- -- -- --0.00 --
19 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 19 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel 2.5-244GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-6320 -- -- -- -- -- -- --0.00 --21 -- -- -- -- -- -- --0.00 --
22693.8711.4710.7708.9702.4710.2717.50.00682.73 23 -- -- -- -- -- -- --0.00 --
24 -- -- -- -- -- -- --0.00 --
25 -- -- -- -- -- -- --0.00 --
26 -- -- -- -- -- -- --0.00 --
27 -- -- -- -- -- -- --0.00 --
28 -- -- -- -- -- -- --0.00 --
29693.7711.4710.6708.8702.4709.4717.40.00683.10 30 -- -- -- -- -- -- --0.00 --
31 -- -- -- -- -- -- --0.00 --Table 2.5-58 Watts Bar Nuclear PlantERCW - PiezometersWater Level Readings (Sheet 20 of 20)
Date1982P-1P-2P-3P-4P-6P-7P-8 Rainfall in.LakeLevel GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-245WATTS BARWBNP-63Table 2.5-59 ERCW Route Liquefaction EvaluationMaximum and Average Element Stresses and Peak Accelerationat the Top of Each Layer (Sheet 1 of 2)LayerDepth(Feet)Top of GroundTop of Rock0.25g 5Hz0.18g 5 Hz0.225g 5 Hz0.25g 25 Hz0.18g 25 HzMax Element Stresses (psf) 11.5 443239 50 80 24.513295118149 239 37.5220159196244 395 410.5308221275339 549 513.5396283351433 692 616.6484**344429520 814 719.5566**407502600 942 822.5645466574671 1044 925.5720522643734 11301028.5790575709793 1198Average Element Stresses* (psf) 11.5292125 33 52 24.5866277 97 155 37.5143103127159 257410.5200144179220 357513.5257184228281 449 616.5315224279338 536 719.5368265326390 612 822.5419303373436 679 925.5468339418477 7351028.5514374461515 779Top of Layer Accelerations (g)10.24.17.22.28 .44 23.24.17.22.28 .44 36.24.17.22.27 .44 49.24.17.21.26 .43 512.24.17.21.25 .41 615.23.17.21.25 .39 2.5-246GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-63*Average element stress - 0.65* max element stress **Assume 500 psf at 17.5 feet718.23.16.20.24 .36821.22.16.20.22 .32 924.21.15.19.22 .271027.20.15.18.22 .221130.20.14.18.23 .20Table 2.5-59 ERCW Route Liquefaction EvaluationMaximum and Average Element Stresses and Peak Accelerationat the Top of Each Layer (Sheet 2 of 2)LayerDepth(Feet)Top of GroundTop of Rock0.25g 5Hz0.18g 5 Hz0.225g 5 Hz0.25g 25 Hz0.18g 25 Hz GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-247WATTS BARWBNP-50Notation: v = effective vertical stress h = effective horizontal stress/ 3 = cyclic stress ration f = cyclic shear stress corresponding to 5% strainavg = average on effective shear stressFS = Factor of Safety against 5% cyclic strain potential Table 2.5-60 Factors of Safety with Depth When the Water Table is not ConsideredLayer Depth(Feet) v(psf) h(psf)/ 3 favgFS = f/t avgFor Sample 3 - Reconstituted 11.5180900.3431291.07 24.55402700.3492 861.07 37.59004500.34153 1431.07 410.512606300.34214 2001.07 513.516208100.34275 2571.07 616.519809900.34337 3151.07 719.5234011700.34398 3681.08 822.5270013500.34459 4191.10 925.5306015300.34520 4681.11 1028.5342017100.34581 5141.13For Sample 2 - In situ11.5180900.6054291.86 24.55402700.60162 861.88 37.59004500.60270 1431.89 410.512606300.60378 2001.89 513.516208100.60486 2571.89 616.519809900.60594 3151.89 719.5234011700.60702 3681.91 822.5270013500.60810 4191.93 925.5306015300.60918 4681.961028.5342017100.601026 5142.00 2.5-248GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50Notation: v = effective vertical stress h= effective horizontal stress/ 3 = cyclic stress ration f= cyclic shear stress corresponding to 5% strainavg= average on effective shear stressFS = Factor of Safety against 5% cyclic strain potential Table 2.5-61 Factors of Safety with Depth Assuming the Water Tableis 16.5 feet Below Ground SurfaceLayer Depth(Feet) v(psf) h(psf)/o 3 favgFS= f/t avgFor Sample 3 - Reconstituted 11.5180900.3431291.07 24.55402700.3492861.07 37.59004500.341531431.07 410.512606300.34214 2001.07 513.516208100.342752571.07 616.519809900.343373151.07 719.5216010800.34367 3681.00 822.5234011700.34398419.95 925.5252012600.34428468.911028.5270013500.34459514.89For Sample 2 - In situ 11.5 180900.6054291.86 24.5 5402700.60162861.88 37.5 9004500.602701431.89 410.512606300.603782001.89 513.516208100.604862571.89616.519809900.605943151.89719.5216010800.606483681.76 822.5234011700.607024191.68 925.5252012600.607564681.621028.5270013500.60810 5141.58 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-249WATTS BARWBNP-50Table 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 1 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)RemarksSS-49700.913SM-SC28.36.525.10.07449.0 SS-49A700.7 5SMNPNP26.50.11031.0 same sample700.7 5SM23.01.029.00.99042.0698.7 6SM23.01.029.90.99041.0 696.7 5SMNPNP31.80.12029.0 same sample696.7 5SM29.04.032.40.08047.0692.7 5SM23.01.028.70.08047.0 690.7 6SMNPNP30.00.12031.0 688.717SMNPNP31.20.12038.0 same sample688.717SMNPNP21.20.65019.4SS-131699.9 4SM30.86.928.10.08048.0 697.9 5SM25.93.330.10.08045.0 695.9 5SM25.93.329.70.08045.0 693.9 7SMNPNP26.20.08545.0 691.9 7SMNPNP24.00.08545.0SS-50A702.214SMNPNP25.50.01035.0 700.211SM27.02.028.80.10037.0 same sample700.211SMNPNP26.90.17322.0 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-250WATTS BARWBNP-50698.213SM26.02.027.40.10038.0 same sample698.213SMNPNP28.80.12029.0696.2 9SMNPNP33.50.13026.0 same sample696.2 9SMNPNP33.50.12026.0694.2 5SMNPNP38.40.09039.0SS-50701.810SM34.17.622.40.08447.0 697.8 5SMNPNP28.20.09843.0 695.8 8SMNPNP29.10.09343.0 693.8 2SMNPNP31.50.08747.0 691.810G-SMNPNP23.70.19033.9SS-133704.019G-SMNPNP17.30.25029.0 SS-134710.5 3SMNPNP29.30.14826.0 708.5 8SMNPNP27.50.14131.0SS-134A709.5 4SM23.01.030.00.10535.0 same sample 709.5 4SMNPNP29.10.11030.0707.5 9SM24.02.027.90.10027.0 same sample707.5 9SM24.01.028.90.09043.0SS-135712.011SM34.18.723.6 - - 710.912SM30.04.420.1 - -
708.9 8SMNPNP - - -Table 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 2 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)Remarks GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-251WATTS BARWBNP-50706.9 8SMNPNP - - -704.9 8SMNPNP25.3 - -SS-135A714.513SM31.03.024.30.07848.0 712.5 7SMNPNP22.80.10533.0 710.5 7SMNPNP24.30.12029.0 708.5 5SMNPNP34.20.12029.0 706.5 8SM22.01.027.00.12033.0 704.5 7SMNPNP30.90.10035.0SS-65B713.2 9SM29.02.025.70.08543.0 711.2 6SM25.01.027.50.09041.0709.2 3SM25.01.033.10.10038.0 same sample709.2 3SMNPNP32.90.11031.0707.2 5SM25.01.032.50.10034.0705.2 7SM26.02.027.10.07550.0 same sample705.2 7SM25.01.030.80.10035.0SS-65712.012SM33.16.621.50.07748.0 710.010SMNPNP15.70.13232.5 708.0 7SM30.15.123.70.09143.0 706.0 5SM28.93.528.20.14034.0 704.0 8 - - - - - -no sampleTable 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 3 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)Remarks GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-252WATTS BARWBNP-50SS-136710.9 5SMNPNP26.30.10040.0 708.9 8SMNPNP28.50.12235.0 706.912SMNPNP21.90.14533.0SS-137712.9 9SM25.91.820.7 - -
SS-138713.2 6SM28.12.523.40.07949.0 711.2 7SM28.12.524.50.7949.0705.213SM26.42.315.0 - -SS-138A713.2 8SM29.03.025.10.07350.0 711.2 8SMNPNP22.10.10036.0709.212SM29.01.027.10.07349.0 707.2 4SM28.02.035.60.09041.0 705.2 9SM22.01.027.80.14031.0 same sample705.2 9SMNPNP29.10.18021.0SS-138B710.6 8SM27.03.024.70.09042.0 708.6 9SM34.05.036.20.08046.0 706.6 8SM-SC27.05.030.00.10535.0 704.6 7SM-SC26.05.032.50.11035.0SS-138C710.6 8SM-SC27.04.027.50.09538.0 Table 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 4 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)Remarks GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-253WATTS BARWBNP-50SS-139711.5 8SMNPNP15.50.11035.0 709.5 9SMNPNP18.20.11035.0 705.514SMNPNP22.10.37513.0SS-140706.7 4SMNPNP38.70.11036.0 SS-87707.612SM31.66.227.50.07848.0 SS-141704.617G-SMNPNP7.80.7919.0 SS-143695.1 7 - - - - - -no sample693.1 9G-SP-SMNPNP13.51.8012.0SS-143A701.0 3SM-SC21.05.021.20.09345.0 697.0 8SM37.011.043.10.13041.0SS-143B696.321SM37.07.027.70.30034.0 SS-146702.413G-SM21.61.914.60.20025.0 SS-147701.718G-SMNPNP17.10.46014.0 SS-153707.715G-SW-SMNPNP10.82.50010.0 SS-158711.5 2SM22.92.532.20.08844.0 SS-159712.020G-SMNPNP13.70.43021.0 Table 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 5 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)Remarks GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-254WATTS BARWBNP-50SS-160720.915SMNPNP22.50.13439.0 718.9 7SM24.21.723.80.17334.0 716.912SM27.03.025.80.15333.0 714.9 5SM-SC32.18.530.20.10546.0 710.9 5GM26.22.224.30.21037.0SS-161A720.910SM26.02.023.80.12032.0 718.913SMNPNP17.80.23017.0 same sample718.913SMNPNP17.00.18020.0SS-161718.4 9SMNPNP18.40.23024.0 716.410SMNPNP21.50.22024.0 708.419G-SMNPNP12.70.22032.0SS-162717.820SM28.31.627.70.09047.0 715.819SM27.63.030.20.12239.0713.8 5SMNPNP34.30.15536.0711.811G-SW-SMNPNP20.42.00011.0SS-163721.0 5SM-SC30.47.128.40.08447.0 719.0 6SM-SC30.47.126.90.08447.0 717.0 3SM27.23.331.10.09745.0 715.0 4SM29.74.733.50.09043.0 713.017G-SM28.73.827.80.19026.0Table 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 6 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)Remarks GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-255WATTS BARWBNP-50SS-163A721.5 7SM31.07.028.90.08048.0 719.511SP-SMNPNP28.20.220 8.0 717.5 4SM30.03.036.30.08045.0 715.5 5SM31.05.034.30.09843.0SS-80721.2 3SM41.614.629.10.12044.0 715.2 7SM24.50.725.40.06129.0SS-164719.0 9SM-SC31.58.627.40.24033.0 717.015G-SP-SMNPNP16.20.75012.0 715.020G-SP-SMNPNP20.90.34010.0 713.011SM31.15.726.60.17433.0SS-165716.7 3SM-SC30.78.123.3 - - 714.7 2SM-SC30.78.134.4 - -SS-84713.4 2SM24.82.230.10.11041.0 SS-130715.710SMNPNP17.80.24022.0 713.7 9SMNPNP15.50.29015.0SS-128712.7 2SMNPNP23.70.28016.0 SS-127712.2 0SM-SC23.34.436.10.07948.0 SS-125714.4 2SMNPNP29.00.130 8.0 708.416G-SP-SMNPNP21.70.660 8.0 706.417G-SP-SMNPNP12.83.0010.0Table 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 7 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)Remarks GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-256WATTS BARWBNP-50SS-25715.6 2SMNPNP29.20.07648.0 SS-28713.410SMNPNP31.00.1827.5 SS-170719.2 4G-SM-SC34.811.529.10.12542.0 717.217G-SM-SC34.811.523.60.12542.0 715.218G-SM-SCNPNP19.20.45011.0Table 2.5-62
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETYLESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 8 of 8)
Boring No.Ellev.(ft)SPT BlowCounts SoilTypeLiquidLimitPlasticity IndexWater Content (%)D 50 (mm)FinesContent(%)Remarks GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-257WATTS BARWBNP-50Table 2.5-63
SUMMARY
OF SPT SAMPLES OF SILTS (ML) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 1 of 3)
Boring No.Ellev.(ft)SPT BlowCounts SoilType Liquid Limit PlasticityIndexWaterContent (%)D 50(mm)FinesContent(%)RemarksSS-49698.914ML28.85.326.10.07053.0 696.912ML28.85.326.80.06453.0SS-49A694.7 6ML22.01.028.30.07053.0same sample 694.7 6ML22.03.028.00.07054.0 692.7 5MLNPNP27.80.07056.0SS-50A694.2 5ML29.03.034.80.07055.0 SS-50703.810ML37.511.322.10.05054.0 SS-132702.113ML43.115.225.7 - - 700.115ML45.817.523.4 - - SS-135714.912ML42.213.826.3 0.07469.0 SS-135A706.5 8ML27.02.032.10.07351.0same sample 706.5 8ML29.07.0 - - -
704.5 7ML25.02.032.10.07350.0SS-65B715.214ML35.06.026.70.06060.0 SS-65714.016ML46.115.629.20.03072.0 SS-136712.9 9ML32.85.725.00.07053.0 SS-137714.911ML35.69.624.20.05862.0710.9 7ML31.75.625.00.07052.0 708.9 8ML31.75.625.30.07052.0SS-138709.2 7ML32.75.928.40.07053.0707.2 5ML-CL27.05.129.60.06752.0 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-258WATTS BARWBNP-50SS-139707.5 7ML31.03.932.80.05663.0SS-140710.712ML34.16.225.00.06154.0708.7 3ML - -17.40.07350.0SS-87711.613ML37.412.943.90.03862.0 SS-143C696.6 3CL-ML 32.010.046.5 <0.07472.0 SS-101712.5 3ML 24.72.0 31.90.07253.0 SS-159718.0 6CL-ML 26.84.2 29.40.06459.0 SS-161A714.9 5ML 38.012.0 35.70.05558.0 SS-161714.4 3CL-ML 36.813.2 35.8 - - 712.4 5ML 25.72.3 30.90.07651.0SS-80719.2 5ML 24.62.4 28.10.07551.0 SS-164721.0 6CL-ML 36.012.1 28.20.05953.0 SS-165720.7 5ML 37.411.5 31.90.06058.0 718.7 6CL-ML 39.014.2 31.20.01563.0SS-166720.5 13ML 48.819.8 13.00.01187.0 718.5 11ML 48.819.8 11.00.01187.0 716.5 6CL-ML 31.49.1 28.40.05663.0SS-84711.4 3ML 24.51.3 31.40.07052.0 SS-130717.7 7ML 35.711.3 20.8 - -
SS-26718.0 3ML 24.40.6 29.70.05161.0 716.0 4MLNPNP 31.00.07451.0SS-27713.1 3ML 23.12.9 24.50.07251.0 SS-169119.1 8CL-ML 43.017.0 31.80.02178.0 Table 2.5-63
SUMMARY
OF SPT SAMPLES OF SILTS (ML) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 2 of 3)
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-259WATTS BARWBNP-50117.1 6ML 41.413.7 34.30.04368.0115.1 6ML 41.413.7 32.30.04368.0 113.1 5ML 40.813.7 33.10.04365.0Table 2.5-63
SUMMARY
OF SPT SAMPLES OF SILTS (ML) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 3 of 3)
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-260WATTS BARWBNP-50Table 2.5-64
SUMMARY
OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ELECTRICAL CONDUITS HAVING FACTOR OF SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION Boring No.Ellev.(ft)BlowCounts SPT SoilType Liquid LimitPlasticityIndexWaterContent (%)D 50 (mm)Fines Content(%)RemarksSS-171708.26SMNPNP26.70.20 13.0 706.29SP-SMNPNP26.50.26 7.0 704.29SP-SMNPNP24.10.27 9.0 702.212SP-SMNPNP30.90.27 8.0SS-53708.018SM27.13.119.60.15 40.0 SS-173709.020SM-SC37.012.020.60.086 47.0 SS-63713.117SM36.010.021.60.078 48.0 711.110SM36.010.020.70.078 48.0709.110SM36.010.027.00.078 48.0SS-57715.014SP-SMNPNP6.40.75 9.0 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-261WATTS BARWBNP-68 Notes:1If potentially liquefiable 2If loose N<15 but not potentially liquefiable 3If soft N<5 but not potentially liquefiable 4Classification of SP-SM will be treated as SP for criteria 5Classification of G-SM or SM-SC will be treated as SM for criteriaTable 2.5-65 Strain Criteria for Determining Potential Settlement Of Soils Subject to Earthquake With Peak Top-Of-Ground Acceleration of 0.40g At Watts Bar Nuclear PlantMATERIALCLASSIFICATIONPERCENT VERTICAL STRAIN (%Ev)
BELOWWATER TABLEABOVE/BELOWWATER TABLESP (<12% fines)6 1 3 2 SM or ML (clean)3 11.5 2 SC1 10.5 2 CL or ML-CL0.75 10.5 3 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-262WATTS BARWBNP-71Table 2.5-66 Soil Bearing Capacities and Factors of Safety for Soil-Supported Category I StructuresSustained LoadsDynamic LoadsStructuresUltimate Soil Bearing Capacity (KSF)Actual Soil Bearing Maximum (KSF)Factor of SafetyActualSoil Bearing Maximum (KSF)Factor ofSafetyDiesel Generator Building20.03.55.75.53.6 Refueling Water StorageTanks I and II 20.02.38.78.62.3ERCW StandpipeStructure I 20.01.711.84.54.4 ERCW StandpipeStructure II 20.01.910.54.74.3 Discharge OverflowStructure 20.01.910.55.33.8 Refueling Water StoragePipe Tunnels A and B 20.02.58.03.36.1Waste Packaging Area20.01.414.0+6.73.0+
GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-263WATTS BARWBNP-50 2.5-264GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-265WATTS BARWBNP-50 2.5-266GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-267WATTS BARWBNP-50 2.5-268GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-269WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-270WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-271WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-272WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-273WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-274WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-275WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-276WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-277WATTS BARWBNP-50 2.5-278GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-279WATTS BARWBNP-50 2.5-280GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-281WATTS BARWBNP-50 2.5-282GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-283WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-284WATTS BARWBNP-50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-285WATTS BARWBNP-50 2.5-286GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BARWBNP-50 THIS PAGE IS INTE NTIONALLY LEFT BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-287WATTS BAR WBNP-50Figure 2.5-1 Regional Physiographic Map 2.5-288GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-2 Regional Geologic Map GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-289WATTS BAR WBNP-50Figure 2.5-3 Subregional Geologic Setting (Actual Figure Located in Oversized Figures File) 2.5-290GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-4 Regional Tectonic Map GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-291WATTS BAR WBNP-50 pFigure 2.5-5 Regional Bouguer Gravity Anomaly Map 2.5-292GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-6 Regional Magnetic Map GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-293WATTS BAR WBNP-50Figure 2.5-7 Regional Fault Map 2.5-294GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-8 Subregional Fault Map GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-295WATTS BAR WBNP-50Figure 2.5-9 Geologic Map Of Plant Area (North Segment) 2.5-296GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-10 Geologic Map of Plant Area (South Segment)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-297WATTS BAR WBNP-50Figure 2.5-11 Geologic Section Through Plant Area (Actual Figure Located in Oversized Figures File) 2.5-298GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-12 Core Drill Hole and Seismic Refraction Locations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-299WATTS BAR WBNP-50Figure 2.5-13 Core Drill Layout and Summary 2.5-300GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-14 Graphic Log Hole 1 Sta. C-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-301WATTS BAR WBNP-50Figure 2.5-15 Graphic Log Hole 2 Sta. C-64+00 2.5-302GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-16 Graphic Log Hole 3 Sta. C-68+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-303WATTS BAR WBNP-50Figure 2.5-17 Graphic Log Hole 4 Sta. E-60+00 2.5-304GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-18 Graphic Log Hole 5 Sta. E-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-305WATTS BAR WBNP-50Figure 2.5-19 Graphic Log Hole 6 Sta. E-64+00 2.5-306GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-20 Graphic Log Hole 7 Sta. E-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-307WATTS BAR WBNP-50Figure 2.5-21 Graphic Log Hole 8 Sta. E-88+40 2.5-308GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-22 Graphic Log Hole 9 Sta. G-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-309WATTS BAR WBNP-50Figure 2.5-23 Graphic Log Hole 10 Sta. G-62+00 2.5-310GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-24 Graphic Log Hole 11 Sta. G-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-311WATTS BAR WBNP-50Figure 2.5-25 Graphic Log Hole 12 Sta. G-66+00 2.5-312GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-26 Graphic Log Hole 13 Sta. G-68+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-313WATTS BAR WBNP-50Figure 2.5-27 Graphic Log Hole 14 Sta. J-60+00 2.5-314GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-28 Graphic Log Hole 15 Sta. J-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-315WATTS BAR WBNP-50Figure 2.5-29 Graphic Log Hole 16 Sta. J-64+00 2.5-316GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-30 Graphic Log Hole 17 Sta. J-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-317WATTS BAR WBNP-50Figure 2.5-31 Graphic Log Hole 18 Sta. J-82+25 2.5-318GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-32 Graphic Log Hole 19 Sta. L-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-319WATTS BAR WBNP-50Figure 2.5-33 Graphic Log Hole 20 Sta. L-6l+00 2.5-320GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-34 Graphic Log Hole 21 Sta. L-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-321WATTS BAR WBNP-50Figure 2.5-35 Graphic Log Hole 22 Sta. L-64+00 2.5-322GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-36 Graphic Log Hole 23 Sta. L-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-323WATTS BAR WBNP-50Figure 2.5-37 Graphic Log Hold 24 Sta. L-68+00 2.5-324GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-38 Graphic Log Hole M-59+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-325WATTS BAR WBNP-50Figure 2.5-39 Graphic Log Hole 26M-60+00 2.5-326GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Sta.Figure 2.5-40 Graphic Log Hole 27 Sta. M-6l+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-327WATTS BAR WBNP-50Figure 2.5-41 Graphic Log Hole 28 Sta.M-62+00 2.5-328GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-42 Graphic Log Hole 29 Sta. M-63+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-329WATTS BAR WBNP-50Figure 2.5-43 Graphic Log Hole 30 Sta. M-64+00 2.5-330GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-44 Graphic Log Hole 31 Sta. M-65+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-331WATTS BAR WBNP-50Figure 2.5-45 Graphic Log Hole 32 Sta. M-66+00 2.5-332GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-46 Graphic Log Hole 33 Sta. N-59+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-333WATTS BAR WBNP-50Figure 2.5-47 Graphic Log Hole 34 Sta. N-60+00 2.5-334GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-48 Graphic Log Hole 35 Sta. N-6l+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-335WATTS BAR WBNP-50Figure 2.5-49 Graphic Log Hole 36 Sta. N-62+00 2.5-336GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-50 Graphic Log Hole 37 Sta. N-63+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-337WATTS BAR WBNP-50Figure 2.5-51 Graphic Log Hole 38 Sta. N-64+00 2.5-338GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-52 Graphic Log Hole 39 Sta. N-65+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-339WATTS BAR WBNP-50Figure 2.5-53 Graphic Log Hole 40 Sta. N-66+00 2.5-340GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-54 Graphic Log Hole 41 Sta. 0-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-341WATTS BAR WBNP-50Figure 2.5-55 Graphic Log Hole 42 Sta. 0-61+00 2.5-342GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-56 Graphic Log Hole 43 Sta. 0-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-343WATTS BAR WBNP-50Figure 2.5-57 Graphic Log Hole 44 Sta. 0-63+00 2.5-344GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-58 Graphic Log Hole 45 Sta. 0-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-345WATTS BAR WBNP-50Figure 2.5-59 Graphic Log Hole 46 Sta. 0-65+00 2.5-346GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-60 Graphic Log Hole 47 Sta. 0-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-347WATTS BAR WBNP-50Figure 2.5-61 Graphic Log Hole 48 Sta. P-60+00 2.5-348GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-62 Graphic Log Hole 49 Sta. P-62+00 (Sheet 1 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-349WATTS BAR WBNP-50Figure 2.5-63 Graphic Log Hole 50 Sta. P-63+00 2.5-350GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-64 Graphic Log Hole 51 Sta. P-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-351WATTS BAR WBNP-50Figure 2.5-65 Graphic Log Hole 52 Sta. P-65+00 2.5-352GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-66 Graphic Log Hole 53 Sta. P-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-353WATTS BAR WBNP-50Figure 2.5-67 Graphic Log Hole 54 Sta. P-68+00 2.5-354GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-68 Graphic Log Hole 55 Sta. R-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-355WATTS BAR WBNP-50Figure 2.5-69 Graphic Log Hole 56 Sta. R-64+00 2.5-356GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-70 Special Studies Layout And Summary GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-357WATTS BAR WBNP-50Figure 2.5-71 (Please see Figures DVD for Actual Figure) 2.5-358GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-72 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 32.0 - 46.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-359WATTS BAR WBNP-50Figure 2.5-73 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 47.0 - 61.5 2.5-360GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-74 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 62.0 - 76.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-361WATTS BAR WBNP-50Figure 2.5-75 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 77.0 - 91.5 2.5-362GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-76 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 92.0 - 106.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-363WATTS BAR WBNP-50Figure 2.5-77 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 107.0 - 121.5 2.5-364GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-78 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 122.0 - 136.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-365WATTS BAR WBNP-50Figure 2.5-79 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 137.0 - 151.5 2.5-366GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-80 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 152.0 - 166.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-367WATTS BAR WBNP-50Figure 2.5-81 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 167.0 - 176.0 2.5-368GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-82 Graphic Log and Elastic Moduli Sta. M-63+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-369WATTS BAR WBNP-50Figure 2.5-83 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 44.0 - 58.5 2.5-370GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-84 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 59.0 - 73.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-371WATTS BAR WBNP-50Figure 2.5-85 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 74.0 - 88.5 2.5-372GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-86 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 89.0 - 90.0 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-373WATTS BAR WBNP-50Figure 2.5-87 Graphic Log and Elastic Moduli Sta. N-6l+00 2.5-374GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-88 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 35.0 - 49.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-375WATTS BAR WBNP-50Figure 2.5-89 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 50.0 - 64.5 2.5-376GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-90 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 65.0 - 79.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-377WATTS BAR WBNP-50Figure 2.5-91 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 80.0 - 92.0 2.5-378GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-92 Graphic Log and Elastic Modula Sta. N-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-379WATTS BAR WBNP-50Figure 2.5-93 3-D Elastic Properties Tabulation Sta. N-62+00 Depth 45.0 - 59.5 2.5-380GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-94 3-D Elastic Properties Tabulation Sta. N-62+00 Depth 60.0 - 70.0 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-381WATTS BAR WBNP-50Figure 2.5-95 Graphic Log and Elastic Moduli Sta. 0-60+00 2.5-382GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-96 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 38.0 - 52.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-383WATTS BAR WBNP-50Figure 2.5-97 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 53.0 -67.5 2.5-384GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-98 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 68.0 - 80.0 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-385WATTS BAR WBNP-50Figure 2.5-99 Graphic Log and Elastic Moduli Sta. 0-61+00 2.5-386GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-100 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 37.0 - 51.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-387WATTS BAR WBNP-50Figure 2.5-101 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 52.0 - 66.5 2.5-388GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-102 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 67.0 - 81.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-389WATTS BAR WBNP-50Figure 2.5-103 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 82.0 - 92.0 2.5-390GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-104 Graphic Log And Elastic Moduli Sta. 0-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-391WATTS BAR WBNP-50Figure 2.5-105 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 43.0 - 57.5 2.5-392GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-106 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 58.0 - 72.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-393WATTS BAR WBNP-50Figure 2.5-107 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 73.0 - 87.5 2.5-394GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-108 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 88.0 - 101.0 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-395WATTS BAR WBNP-50Figure 2.5-109 Cross-Hole Dynamic Sections And Summary 2.5-396GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-110 Plan View Geologic Map of Reactor, Auxiliary And Control Buildings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-397WATTS BAR WBNP-50Figure 2.5-111 Plan View Geologic Map of Turbine Building 2.5-398GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-112 Geologic Section Along A+8 And A+14 Lines From T6 To T11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-399WATTS BAR WBNP-50Figure 2.5-113 Geologic Section Along N Line From Cl To C13 2.5-400GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-114 Section Along A4+9.5 From T+3.5 To W+12.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-401WATTS BAR WBNP-50Figure 2.5-115 Geologic Section and Panoramic Photograph Q-4 Line From A4-3 To A12+3 2.5-402GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-116 Geologic Sections Auxiliary And Turbine Buildings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-403WATTS BAR WBNP-50Figure 2.5-117 Geologic Sections And Panoramic Photographs (Unit 2) 2.5-404GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-118 Geologic Sections And Panoramic Photographs (Unit 1)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-405WATTS BAR WBNP-50Figure 2.5-119 Geologic Sections and Panoramic Photographs of Reactor 2 East Perimeter Wall 2.5-406GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-120 Geologic Section and Panoramic Photograph of Reactor 1 West Perimeter Wall GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-407WATTS BAR WBNP-50Figure 2.5-121 Geologic Plan And Sections Intake Structure Foundation 2.5-408GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-122 Generalized Geologic Section And Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-409WATTS BAR WBNP-50Figure 2.5-123 Fault Shown Cutting Across Auxiliary Building at A4+28 Feet and East-West Reactor Centerline, Through SE Perimeter of Reactor #1, and Into Auxiliary Building West Wall Near U Line. Viewed Southwest.
2.5-410GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-124 Fault In Auxiliary Building Wall, Approximately 9 Feet West Of A5 and 6 Feet South of East-West Reactor Centerline. Fault Continues Across SE Perimeter of Reactor #1. Viewed Southwest.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-411WATTS BAR WBNP-50Figure 2.5-125 Minor Thrust Fault and Associated One-Eighth Inch Clay Seam Located In East Foundation Cut at Q Line and C13+l2 Feet. Viewed East.
2.5-412GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-126 Closeup of Reactor #1 Normal Fault at 72 Degrees. Viewed West.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-413WATTS BAR WBNP-50Figure 2.5-127 Closeup of Fault In Reactor #1 Cavity West Wall Between Elevations of 678.5 And 690.0 Feet. Viewed West. Scale: 1 Inch = 0.56 Feet.
2.5-414GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-128 Fault In Auxiliary Building at All And East-West Reactor Centerline. Fault Continues NE Through NW Perimeter of Reactor #2 Building. Viewed Northeast.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-415WATTS BAR WBNP-50Figure 2.5-129 Gravity or Normal Fault on Northeast Reactor #1 Perimeter at 233 Degrees. Fault Plane Dips North at 40 Degrees. Viewed West.
2.5-416GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-130 Fault in Reactor #2 East Wall at Approximately 130 Degrees. Viewed East.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-417WATTS BAR WBNP-50Figure 2.5-131 Fault in Reactor #2 Cavity Wall at Approximately 354 Degrees. Elevation 680.0 at Base. Viewed Southwest.
2.5-418GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-132 Fault In South Wall of Discharge Channel Showing Truncation By Overlying Terrace Gravel Deposit.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-419WATTS BAR WBNP-50Figure 2.5-133 Fault In North Wall of Discharge Channel Showing Truncation By Terrace Gravel Deposit.
2.5-420GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-134 Fault Truncation by Terrace Gravel Deposit at 20 Feet East of A8 and 18.50 Feet North of Y. Elevation at Bench Cut is 706.35. Viewed North.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-421WATTS BAR WBNP-50Figure 2.5-135 Fault in Vertical Excavation Cut at 20 Feet East of A8 and 18.50 Feet North of Y. Viewed North.
2.5-422GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-136 Inset Area. Blue-Grey Clay Seam Along Fault Trace Where Truncated by Terrace Gravel Deposit. Location: 20 Feet East of A8 And 18.50 Feet North of Y. Viewed North.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-423WATTS BAR WBNP-50Figure 2.5-137 Saprolite - Terrace Gravel Contact. Hematitic Crusts are Seen to be Dispersed at Several Levels in the Terrace Gravel. Viewed South in the Exhaust Cut Approximately 150 Feet East of The Powerhouse Foundation.
2.5-424GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-138 Site of Wood Specimen Collection for Carbon 14 Age Dating. Location is 3 Feet Above Terrace Gravel Deposit. Scale: Opened Brunton Compass = 8.5 Inches. Location: Approximately 18.51 North of Y at A5 Line. Approximate Elevation 717.5.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-425WATTS BAR WBNP-50Figure 2.5-139 Layout Diagram For Horizontal and Angle Holes 2.5-426GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-140 Plane Intersecting Disintegrated Shale Pocket GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-427WATTS BAR WBNP-50Figure 2.5-141 Plane View Onto The 673 Elevation 2.5-428GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-142 Plane View Onto The 671 Elevation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-429WATTS BAR WBNP-50Figure 2.5-143 Drill Layout Diagram For Vertical Holes Viewed Onto The 671 Elevation 2.5-430GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-144 Reactor 2 Grout Layout GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-431WATTS BAR WBNP-50Figure 2.5-145 Earthquake Epicenters 2.5-432GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-146 Major Earthquake In United States Through 1972 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-433WATTS BAR WBNP-50Figure 2.5-147 Isoseismal Map Maximum Effects 1811-1812 New Madrid Earthquake 2.5-434GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-148 Isoseismal Map 1811 New Madrid Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-435WATTS BAR WBNP-50Figure 2.5-149 Felt Area Maps 2.5-436GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-150 Isoseismal Map 1886 Charleston, S.C. Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-437WATTS BAR WBNP-50Figure 2.5-151 Felt Area Map East Tennessee Earthquake of April 17, 1913 2.5-438GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-152 Isoseismal Map 1916 Southern Appalachian Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-439WATTS BAR WBNP-50Figure 2.5-153 Isoseismal Map 1916 Alabama Earthquake 2.5-440GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-154 Isoseismal Map 1924 Southern Appalachian Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-441WATTS BAR WBNP-50Figure 2.5-155 Felt Area Map 1940 Chattanooga Earthquake 2.5-442GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-156 Isoseismal Map 1968 Southern Illinois Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-443WATTS BAR WBNP-50Figure 2.5-157 Felt Area Map East Tennessee Earthquake July 13, 1969 2.5-444GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-158 Isoseismal Map Elsgood, West Virginia Earthquake (November 20, 1969)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-445WATTS BAR WBNP-50Figure 2.5-159 Isoseismal Map Maryville-Alcoa Earthquake November 30, 1973 2.5-446GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-160 Seismic Reflection Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-447WATTS BAR WBNP-33Figure 2.5-161 Index Map - All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-448GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-162 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-449WATTS BAR WBNP-33Figure 2.5-163 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-450GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-164 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-451WATTS BAR WBNP-33Figure 2.5-165 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-452GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-166 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-453WATTS BAR WBNP-33Figure 2.5-167 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-454GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-168 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-455WATTS BAR WBNP-33Figure 2.5-169 Index Map -Earthquakes 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-456GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-170 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-457WATTS BAR WBNP-33Figure 2.5-171 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-458GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-172 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-459WATTS BAR WBNP-33Figure 2.5-173 Index Map -Earthquakes 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-460GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-174 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-461WATTS BAR WBNP-33Figure 2.5-175 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-462GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-176 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-463WATTS BAR WBNP-33Figure 2.5-177 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-464GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-178 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS2.5-465WATTS BAR WBNP-33Figure 2.5-179 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-466GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONSWATTS BAR WBNP-33Figure 2.5-180 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West