NC0000396_Figure H-5 - Time v. Concentration - TDS, pH (1964)_20150823

1IM1111
01111I11
800 O
NO O
E 600 0 �0
N----------0----0'-----
11— 400 O 0 0 00 O O a..'
°0
00 _ _ 0 0
— — 15 NCAC 0 L Standard
--III-- CB -9 —0— CB -9 ND (BG)
—401 --0— CB -5 ND
0 O CB -6 O CB -6 ND
--9— CB -7 --0— CB -7 ND
_ fCB-8 —0— CB -8 ND
0 —
11/18/ 010 1/13/ 01 3/10/ 013 5/5/ 014 7/1/ 015
Sampling Date
8 -
7 — — 15 NCAC 0 L Standard
6 - -— f C13-9 ICB-9 ND (BG)
5 0
CCB-5—O—'CB-5 ND
CL 4 O CB -6 —0-- ICB-6 ND
3 O CB -7 —C— ICB-7 ND
O CB -8 O CB -8 ND
1
0
11/18/ 010 1/13/ 01 3/10/ 013 5/5/ 014 7/1/ 015
Sampling Date
Notes: CB -9 installed 10/8/1 ; CB -5, CB -6, CB -7 installed 7/1 /10; CB -8 installed 8/17/10; ND = Non detect, BG = Background well
FIGURE H-5
148 RIVER STREET, SUITE 220
TIME VERSUS CONCENTRATION — COMPARISON
GREENVILLE, SOUTH CAROLINA 29601
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PHONE [phone]
BETWEEN COMPLIANCE AND BACKGROUND WELLS
www.synterracorp.com
TOTAL DISSOLVED SOLIDS, pH
DRAWN BY: J. GILMER DATE: JUNE 2015
PROJECT MANAGER J MAHAN
synTerra
LAYOUT:
ASHEVILLE STEAM ELECTRIC PLANT
Energy Progress.1026\102. Asheville Ash Basin
200 CP&L DRIVE
[P\Duke
GW Assessment Plan\1.11 CSA
ARDEN, NORTH CAROLINA 28704
Reporting\figures\Statistics\Time-Series\1964 Ash Basin