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HomeMy WebLinkAboutNC0000396_Figure H-10 - Time v. Concentration - TDS, pH (1982)_201508231 00 1000 800 J l�A 600 O. . . . . . . 400 O 00 —� $- -n- 0 e 8 8 °O 8 7 6 5 = 4 CL 3 1 0 11/17/ 010 — — 15 NCAC 0 L Standard CCB -1 CCB -2 CB -1 ND (BG) f CB -2 --O— O CB -4 CB- ND O CB -4 O CB -3R ND O CB -3R O CB -4 ND O CB -4B O CB -4B ND O GW -1 O GW -1 ND O O O O 0 — T 11/17/ 010 1 / / 011 1/ 5/ 013 3/1/ 014 4/5/ 015 ampling Date 1 / / 011 1/ 5/ 013 3/1/ 014 ampling Date 4/5/ 015 15 NCAC 0 L Standard f C13-1 —o-- CB -1 ND (BG) CCB -2 148 RIVER STREET, SUITE 220 CB- ND O CB -4 O CB -3R ND O CB -311 O CB -4 ND O C13 -4B O CB -413 ND O GW -1 O GW -1 ND Notes: CB -1 installed 7/13/10, CB- : 7/14/10, CB -3R: 10/8/1 , CB -4: 7/13/10, CB -4B: 8/17/10, GW -1: 8/6/07; BG = Background well FIGURE H-10 148 RIVER STREET, SUITE 220 TIME VERSUS CONCENTRATION — COMPARISON GREENVILLE, SOUTH CAROLINA 29601 ,tip PHONE 864-421-9999 BETWEEN COMPLIANCE AND BACKGROUND WELLS www.synterracorp.com TOTAL DISSOLVED SOLIDS, pH DRAWN BY: J. GILMER DATE: JUNE 2015 PROJECT MANAGER J MAHAN synTerra LAvOUT: ASHEVILLE STEAM ELECTRIC PLANT P:\Duke Energy Progress.1026\102. Asheville Ash Basin 200 CP&L DRIVE GW Assessment Plan\1.11 CSA ARDEN, NORTH CAROLINA 28704 Reporting\figures\Statistics\Time-Series\1982 Ash Basin