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HomeMy WebLinkAboutNC0038377_FIGURE 11-2b-MAYO_20150902tiA LU n, C� Q W U O Q / U) a) YaA IL 1a0 O 0- (D a W U rl / C6 n Q) E U) 0) U) Cn a 0 Cn M m Cn a 0 I6 O / N O vi U) Q) w 0 n E. a) LU 0 / WE N ri LO O N 00 N 0 MW-13BR MW-13BR: pH7.2/Sb<1/As<1/Ba40/B<50/Cr(VI)0.005/Col.19/Fe1130/Mn474/TI<0.2/TDS370/V0.381 0'-2': Sb<6.5/As<6.5/Ba72.9/B<16.3/Cr6.1/Co<6.5/Fe19600/ Mn 82.8/ TI<6.5/V32.4 52'-54': Sb<5.1/As<5.1/Ba62.3/B<2.5/Cr9.2/Co6.6/Fe10400/ Mn 789/ TI<5.1/V13.1 ABMW-02/ 02BR ABMW-02: pH 7.8 / Sb <1 / As 1020 / Ba 173 / B 9200 / Cr(VI) 0.017 / Co <1 / Fe 356 / Mn 1110 / TI <0.2 / TDS 450 / V 3.53 ABMW-02BR: pH 7.2 / Sb <1 / As <1 / Ba 159 / B <50 / Cr(VI) 0.007 / Co <1 / Fe 107 / Mn 149 / TI <0.2 / TDS 370 / V 0.873 45'-45.5': Sb<6/As<6/Ba92.2/B<15/Cr8/Co6 j/ Fe 18300/ Mn 579/ TI<6/V 30.3 57.5'-58': Sb<5.1/As<5.1/Ba41.2/B<12.8/Cr56.7/Co37.4/Fe43400/Mn782/TI<5.1/V84.9 ABMW-03/ 03S BMV' mm. 1 6 in u 44 111111 lima' a 111111 s y MW -07D/ 07BR MW -07D: pH 6.4 / Sb <1 / As <1 / Ba 24 / B <50 / Cr(VI) NS / Co <1 / Fe 69 / Mn 188 / TI <0.2 / TDS 390 / V 0.798 MW-07BR: pH 7.4 / Sb <1 / As <1 / Ba 140 / B <50 / Cr(VI) NS / Co <1 / Fe 339 / Mn 263 / TI <0.2 / TDS 270 / V <0.3 C 1 550 1'-2': Sb<5.1/As<5.1/Ba 21.5/B<12.8/Cr4.1/Co<5.1/Fe7320/Mn27.7/TI<5.1/V12.8 550 540 111�1540 MW -08S/ 08D/ 08BR 530 p MW-08BR: pH 6.56 / Sb <1 / As <1 / Ba 66 / B <50 / Cr(VI) NS / Co <1 / Fe 2200 / Mn 2680 / TI <0.2 / TDS 550 / V <0.3 a0 0.75'-1.25': Sb <3.2 / As <3.2 / Ba 147 / B <63.4 / Cr 62.2 / Co 21.3 / Fe 24700 / Mn 1230 / TI <3.2 / V 50.6 520 25.5'-26': Sb<2.7/As<2.7/Ba193/B31j/Cr419/Co 32.9/ Fe 31300/ Mn 933/ TI<2.7/V75.8 30.5'-31': Sb <2.7 / As <2.7 Ba 130 B <53.1 Cr 67.1 Co 7.4 Fe 11400 Mn 875 / TI <2.7 / V 25.2 SECTION C -C' - ARSENIC FACING NORTH 510 500 490 ED 'Coll" 380 370 360 GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 I C t'% C A 11"1 ICOALASH TRANSITION ZONE BEDROCK SOIL/FILL SAPROLITE D ALLUVIUM CONCENTRATION CONTOUR CONCENTRATION CONTOURS DASHED WHERE INFERRED HASH MARKS POINT TO DECREASING CONCENTRATIONS V WATER LEVEL (JUNE 17, 2015) SURFICIAL WATER LEVEL TRANSITION ZONE WATER LEVEL BEDROCK WATER LEVEL FRACTURED/OXIDIZED ZONE OBSERVED IN ROCK CORE NS NOT SAMPLED ABMW-02BR: WATER ANALYTICAL RESULTS IN pg/L 45'-45.5' SOIL TOTAL ANALYTICAL RESULTS IN mg/kg BORING SYMBOLS SOIL SAMPLE WELL SCREEN WITH CONCENTRATION (micrograms per liter) SOURCES. - 1 OURCES.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 . OTE.1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1. 2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 17, 2015. 3. 2L VALUE FOR ARSENIC IS 10 pg/L. 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 11-213 DUKE ENERGY foo PROGRESS MAYO STEAM ELECTRIC PLANT 10660 BOSTON RD 60 ROXBORO, NORTH CAROLINA IN FEET VERTICAL: 1"=30' NOTE: 10:1 VERTICAL EXAGGERATION FIGURE 11-2b GEOLOGIC CROSS SECTION C -C' WITH ARSENIC ML bw SECTION C -C' - ARSENIC FACING NORTH 510 500 490 ED 'Coll" 380 370 360 GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 I C t'% C A 11"1 ICOALASH TRANSITION ZONE BEDROCK SOIL/FILL SAPROLITE D ALLUVIUM CONCENTRATION CONTOUR CONCENTRATION CONTOURS DASHED WHERE INFERRED HASH MARKS POINT TO DECREASING CONCENTRATIONS V WATER LEVEL (JUNE 17, 2015) SURFICIAL WATER LEVEL TRANSITION ZONE WATER LEVEL BEDROCK WATER LEVEL FRACTURED/OXIDIZED ZONE OBSERVED IN ROCK CORE NS NOT SAMPLED ABMW-02BR: WATER ANALYTICAL RESULTS IN pg/L 45'-45.5' SOIL TOTAL ANALYTICAL RESULTS IN mg/kg BORING SYMBOLS SOIL SAMPLE WELL SCREEN WITH CONCENTRATION (micrograms per liter) SOURCES. - 1 OURCES.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 . OTE.1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1. 2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 17, 2015. 3. 2L VALUE FOR ARSENIC IS 10 pg/L. 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 11-213 DUKE ENERGY foo PROGRESS MAYO STEAM ELECTRIC PLANT 10660 BOSTON RD 60 ROXBORO, NORTH CAROLINA IN FEET VERTICAL: 1"=30' NOTE: 10:1 VERTICAL EXAGGERATION FIGURE 11-2b GEOLOGIC CROSS SECTION C -C' WITH ARSENIC