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HomeMy WebLinkAboutNC0038377_FIGURE 6-5-MAYO_20150902)ao Y5 LU i Q U O Q a� i.i / i 0 Of a W U rl rl C6 Q) 4) U) >Q 0 cB m Q 0 ca IO O / N O 1H vi cn N uo 0 n v�A a� LU / 1 r.1 0) N O N 00 N 0 'All I _5; MIN MENEM liiiiiiiiiiiiiiiiiiiiitaillillillililliI NINE 1111111IIIIIIIIIIIIIIN 1111110111111 111porms 111111111 1111111111 11111111111111111151 111111111111111 LAd W_ *__ To ON �CMEN 11 MIN NN MERIN MEMMM Rim IIIIIIIII I III mom I 1 -1 —IM I lllimilligil--i R& ANN 111 911011 MIN RM=1 SECTION B -B' FACING NORTHWEST MW-16BR(47.0-50.0) CROSSING FRACTURES IN GRANITIC GNEISS MW-16BR (54.0-55.0) BLACK FINE GRAINED PHYLLITE PIECES ABOVE DARK GRAY SILTY MATRIX �0_ .i I k I ABMW-02BR (117.0-120.0) GRANITIC GNEISS TO 119.3' BGS, SHARP CONTACT WITH DARK GRAY PHYLLITE GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 I ir%iLIi COAL ASH TRANSITION ZONE BEDROCK REGOLITH EJ -- SOIL/FILL ¢ SAPROLITE D ALLUVIUM of �1 I so TRANSITION ZONE WATER LEVEL BEDROCK WATER LEVEL FRACTURED/OXIDIZED ZONE III OBSERVED IN ROCK CORE SB -7 K Value W -16S/ 16D/ 16BR 11 ka, MIN min 0 I 111— NINE 340 1 330 321 SECTION B -B' FACING NORTHWEST MW-16BR(47.0-50.0) CROSSING FRACTURES IN GRANITIC GNEISS MW-16BR (54.0-55.0) BLACK FINE GRAINED PHYLLITE PIECES ABOVE DARK GRAY SILTY MATRIX �0_ .i I k I ABMW-02BR (117.0-120.0) GRANITIC GNEISS TO 119.3' BGS, SHARP CONTACT WITH DARK GRAY PHYLLITE GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 I ir%iLIi BORING SYMBOLS SOIL SAMPLE WITH VERTICAL HYDRAULIC WELL SCREEN WITH CONDUCTIVITY HYDRAULIC CONDUCTIVITY OF UNDISTURBED IN CENTIMETERS PER SECOND SAMPLE (SOURCE: SYNTERRA SLUG TEST) (SOURCE: BLE) SAMPLE DESCRIPTIONS metals TOTAL METALS TOC TOTAL ORGANIC CARBON IP GRAIN SIZE, MOISTURE CONTEXT HC HYDRAULIC CONDUCTIVITY, SPECIFIC GRAVITY SPLP SYNTHETIC PRECIPITATION LEACHING PROCEDURE Kd SORPTION COEFFICIENTS HFO HYDROUS FERRIC OXIDES min MINERALOGY BY X-RAY DIFFRACTION AND WHOLE ROCK CHEMISTRY SOURCES: 1. THE TOPOGRAPHY SURVEY DATA WITHIN THE PROPERTY BOUNDARY DATED MAY 19, 2015 WAS OBTAINED FROM WSP OF CARY, NORTH CAROLINA. 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. 3. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG TOPOGRAPHY IS FROM SYNTERRA. 4. GEOLOGIC INFORMATION FOR BORINGS AND MONITORING WELLS INSTALLED PRIOR TO 2015 TAKEN FROM S&ME (2010) AND QUANTEX (2008). NOTE. 1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1. 2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 17, 2015. erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: C. NEWELL DATE: 8/5/2015 CHECKED BY: J. WYLIE DATE: 8/5/2015 PROJECT MANAGER: K. WEBB LAYOUT NAME: FIGURE 6-5 DUKE ENERGY 600 PROGRESS MAYO STEAM ELECTRIC PLANT 10660 BOSTON RD 60 ROXBORO, NORTH CAROLINA IN FEET VERTICAL: 1"=30' NOTE: 10:1 VERTICAL EXAGGERATION FIGURE 6-5 GEOLOGIC CROSS SECTION B -B' WITH PHOTOGRAPHS COAL ASH TRANSITION ZONE BEDROCK REGOLITH EJ -- SOIL/FILL ¢ SAPROLITE D ALLUVIUM WATER LEVEL (JUNE 17, 2015) SURFICIAL WATER LEVEL TRANSITION ZONE WATER LEVEL BEDROCK WATER LEVEL FRACTURED/OXIDIZED ZONE OBSERVED IN ROCK CORE 4.4 x 10-4 K Value BORING SYMBOLS SOIL SAMPLE WITH VERTICAL HYDRAULIC WELL SCREEN WITH CONDUCTIVITY HYDRAULIC CONDUCTIVITY OF UNDISTURBED IN CENTIMETERS PER SECOND SAMPLE (SOURCE: SYNTERRA SLUG TEST) (SOURCE: BLE) SAMPLE DESCRIPTIONS metals TOTAL METALS TOC TOTAL ORGANIC CARBON IP GRAIN SIZE, MOISTURE CONTEXT HC HYDRAULIC CONDUCTIVITY, SPECIFIC GRAVITY SPLP SYNTHETIC PRECIPITATION LEACHING PROCEDURE Kd SORPTION COEFFICIENTS HFO HYDROUS FERRIC OXIDES min MINERALOGY BY X-RAY DIFFRACTION AND WHOLE ROCK CHEMISTRY SOURCES: 1. THE TOPOGRAPHY SURVEY DATA WITHIN THE PROPERTY BOUNDARY DATED MAY 19, 2015 WAS OBTAINED FROM WSP OF CARY, NORTH CAROLINA. 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. 3. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG TOPOGRAPHY IS FROM SYNTERRA. 4. GEOLOGIC INFORMATION FOR BORINGS AND MONITORING WELLS INSTALLED PRIOR TO 2015 TAKEN FROM S&ME (2010) AND QUANTEX (2008). NOTE. 1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1. 2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 17, 2015. erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: C. NEWELL DATE: 8/5/2015 CHECKED BY: J. WYLIE DATE: 8/5/2015 PROJECT MANAGER: K. WEBB LAYOUT NAME: FIGURE 6-5 DUKE ENERGY 600 PROGRESS MAYO STEAM ELECTRIC PLANT 10660 BOSTON RD 60 ROXBORO, NORTH CAROLINA IN FEET VERTICAL: 1"=30' NOTE: 10:1 VERTICAL EXAGGERATION FIGURE 6-5 GEOLOGIC CROSS SECTION B -B' WITH PHOTOGRAPHS