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Home My WebLink AboutNC0001422_FIGURE 8-2 SUTTON-CROSS SECTIONS B-B' AND C-C' WITH COI_20150805r r z a J z w 73 07 w U) Q C� z_ U) m 2 U) z O U) Oo 0 (.0 N o _ U) U) w ry w w z W w Y d 0 L0 0 N N 0 00 0 60 50 40 - 30 - 20 - 10 - 0- -10 - -20 - c -30 - O ) -40 0)7-- w -50 - -60 - -70 - -80 - -90 - -100 - -110 - -120 - -130 - -140 60 50 40 30 20 10 0 o -10 >� -20 w -30 -40 -50 -60 -70 -80 -90 -100 ABMW -01 ABMW -01S: Sb <1 / As634 / B3940 / Ba585 / Co <1 / Fe152 / Mn88 / TI <0.2 / V3.45 ABMW -01D: Sb <1 / As1.03 / B167 / Ba16 / Co <1 / Fe475 / Mn82 / TI <0.2 / V0.642 3' -5': Sb <3.4 / As22.1 / B8.7j / Co6.7 / Fe9590 / Mn35.2 / V34.4 78' -80': Sb <2.8 / As16.8 / N7.2j / Co2.5j / Fe5110 / Mn24.2 / V15.7 82' -84': Sb <3.4 / As3.3j / B12.6j / Co <3.4 / Fe6500 / Mn28.9 / V7.9 96' -98': Sb <3.3 / As2.1j / B12.5j / Co3.3 / Fe6050 / Mn39.3 / V8.8 AW -04 AW -04113: Sb <1 / As <1 / B <50 / Ba11 / Co <1 / Fe41 / Mn22 / TI <0.2 / V <0.3 AW -04C: Sb <1 / As <1 / B1450 / Ba39 / Co <1 / Fe3990 / Mn787 / TI <0.2 / V0.518 0 -2': Sb <1 / As <1 / B <2.6 / Co <1 / Fe815 / Mn1.4 / V2.2 9' -10': Sb <1.1 / As <1.1 / B2 <2.8 / Co <1.1 / Fe297 / M n 1 / V <1.1 47' -48': Sb <1.1 / As <1.1 / B <2.8 / Co <1.1 / Fe 1950 / Mn19.5 / V <1.1 SMW -01 SMW -01 B: Sb <1 / As <1 / B100 / Ba74 / Co <1 / Fe30 / Mn14 / TI <0.2 / V <0.3 SMW -01C: Sb <1 / As <1 / B776 / Ba35 / Co <1 / Fe4250 / Mn807 / TI <0.2 / V0.402 0 -2': Sb <6.9 / As <6.9 / B <17.2 / Co <6.9 / Fe609 / Mn2.1 / V <6.9 8' -10': Sb <6.1 / As <6.1 / B <15.3 / Co <6.1 / Fe82.3 / Mn <1.5 /V<6.1 A^1 , , A_ ,ff� � . , 2/Fe1870/Mn7.5/V <6.2 60 50 40 30 20 10 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 D CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ln D N M ',I- LC) C9 � 00 OD CD N M d LO (0 1 00 0) CD N CO It L0 (O ti 00 C) CD N M t LO (0 I- 00 M CD N M � LO (0 ti CO M CD N M M N N N N N N N N N N M M M M M M M M M M "t IT IT 't It It IT It `:T LO LID LO LO LO Station SECTION B -B' FACING NORTH MW -24B: Sb <1 / As <1 / B409 / Co <1 / Fe <10 / Mn35 / TI <0.2 / V0.555 MW -24C: Sb <1 / As3.42 / B1040 / Co18.6 / Fe4180 / Mn1120 / TI <0.2 / V0.543 z \ N AW -07 AW -07D: Sb <1 / As <1 / B815 / Ba <5 / Co <1 / Fe220 / Mn14 / TI <0.2 / V0.992 MW -31C: Sb <1 / As <1 / B1180 / Ba57 / Co1.1 / Fe2690 / Mn1740 / TI <0.2 / V <0.3 0 -2': Sb <1.1 / As <1.1 / B <2.7 / Co <1.1 / Fe1330 / Mn1.4 / V2.9 8' -10': Sb <1.1 / As <1.1 / B <2.9 / Co <1.1 / Fe782 / Mn7.3 / V <1.1 15' -17': Sb <1.2 / As <1.2 / B <2.9 / Co <1.2 / Fe101 / Mn0.56 / V <1.2 46' -47': Sb <1.1 / As4.5 / B20.8 / Co <1.1 / Fe18000 / Mn204 / V9 c O� �U) w SMW -05 SMW -05B: Sb <1 / As1.47 / B <50 / Ba36 / Co <1 / Fe9910 / Mn139 / TI <0.2 / V0.81 SMW -05C: Sb <1 / As <1 / B362 / Ba76 / Co2.6 / Fe175 / Mn130 / TI <0.2 / V <0.3 0 -2': Sb <7.2 / As <7.2 / B <17.9 / Co <7.2 / Fe43.8 / Mn <1.8 / V <7.2 6' -8': Sb <6.1 / As <6.1 / B <15.3 / Co <6.1 / Fe54.6 / Mn <1.5 / V <6.1 41' -43': Sb <5.8 / As <5.8 / B <14.6 / Co <5.8 / Fe124 / Mn4.3 / V <5.8 60 / 50 / 40 � 30 20 10 0 Station SECTION C -C' FACING NORTH c O� J > `n >� w 300 0 300 600 IN FEET HORIZONTAL: 1" =300' 30 0 30 60 IN FEET VERTICAL: 1 " =30' LEGEND SURFICIAL SAND (WELL SORTED - SILTY SAND - MEDIUM TO FINE GRAINED SAND) SURFICIAL SAND (POORLY SORTED - MEDIUM TO COARSE GRAINED SAND) COAL ASH COARSE SAND WITH FINE GRAVEL SAND (PEE DEE) CLAY RICH FACIES FILL MATERIAL WATER LEVEL (JUNE 2015) NT NOT TESTED 4.4 x 10 -41 K Value AW -01 AW -01113: GROUNDWATER ANALYTICAL RESULTS FOR SURFICIAL AQUIFER IN MICROGRAMS PER LITER AW -01C: GROUNDWATER ANALYTICAL RESULTS FOR PEE DEE IN MICROGRAMS PER LITER 0 -2': SOIL TOTAL ANALYTICAL RESULTS IN mg /kg BORING SYMBOLS UNDISTURBED SOIL SAMPLE WITH VERTICAL HYDRAULIC WELL SCREEN WITH CONDUCTIVITY HYDRAULIC CONDUCTIVITY (SOURCE: BLE) IN CENTIMETERS PER SECOND (SOURCE: SYNTERRA) SOIL SAMPLE (GRAB) SOURCES 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. 2ft CONTOUR INTERVALS FROM NCDOT LIDAR DATED 2007 https:Il connect. ncdot .gov /resourceslgis /pageslcont -elev v2.aspx 3. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1 -2. SCALE: AS SHOWN synT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864 - 421 -9999 www.synterracorp.com DRAWN BY: C. NEWELL DATE: 5/22/2015 CHECKED BY: P. WALDREP DATE: 5/22/2015 PROJECT MANAGER: KATHY WEBB LAYOUT NAME: FIGURE 8 -2 DUKE ENERGY® �Zega►� L.V. SUTTON ENERGY COMPLEX 801 SUTTON STEAM PLANT RD WILMINGTON, NORTH CAROLINA FIGURE 8 -2 GEOLOGIC CROSS SECTIONS B -B' AND C -C' COI ANALYTICAL RESULTS 62"1 :42106IF-Alm :ter -.SOON 1 Oil 1110111��' 1 !A! 11 11 1 �11 101 �W! W� -M I Station SECTION C -C' FACING NORTH c O� J > `n >� w 300 0 300 600 IN FEET HORIZONTAL: 1" =300' 30 0 30 60 IN FEET VERTICAL: 1 " =30' LEGEND SURFICIAL SAND (WELL SORTED - SILTY SAND - MEDIUM TO FINE GRAINED SAND) SURFICIAL SAND (POORLY SORTED - MEDIUM TO COARSE GRAINED SAND) COAL ASH COARSE SAND WITH FINE GRAVEL SAND (PEE DEE) CLAY RICH FACIES FILL MATERIAL WATER LEVEL (JUNE 2015) NT NOT TESTED 4.4 x 10 -41 K Value AW -01 AW -01113: GROUNDWATER ANALYTICAL RESULTS FOR SURFICIAL AQUIFER IN MICROGRAMS PER LITER AW -01C: GROUNDWATER ANALYTICAL RESULTS FOR PEE DEE IN MICROGRAMS PER LITER 0 -2': SOIL TOTAL ANALYTICAL RESULTS IN mg /kg BORING SYMBOLS UNDISTURBED SOIL SAMPLE WITH VERTICAL HYDRAULIC WELL SCREEN WITH CONDUCTIVITY HYDRAULIC CONDUCTIVITY (SOURCE: BLE) IN CENTIMETERS PER SECOND (SOURCE: SYNTERRA) SOIL SAMPLE (GRAB) SOURCES 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. 2ft CONTOUR INTERVALS FROM NCDOT LIDAR DATED 2007 https:Il connect. ncdot .gov /resourceslgis /pageslcont -elev v2.aspx 3. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1 -2. SCALE: AS SHOWN synT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864 - 421 -9999 www.synterracorp.com DRAWN BY: C. NEWELL DATE: 5/22/2015 CHECKED BY: P. WALDREP DATE: 5/22/2015 PROJECT MANAGER: KATHY WEBB LAYOUT NAME: FIGURE 8 -2 DUKE ENERGY® �Zega►� L.V. SUTTON ENERGY COMPLEX 801 SUTTON STEAM PLANT RD WILMINGTON, NORTH CAROLINA FIGURE 8 -2 GEOLOGIC CROSS SECTIONS B -B' AND C -C' COI ANALYTICAL RESULTS