T39N R1E T40N R1E CHERRY POINT BASIN T39N R1W T40N R1W 39/01-05E 40/1E-34R 40/01-31Hb 40/01-31Ha 39/01-4F 39/01-4A ACB 982 40/01-31Hb ACF 699 ACK 609 39/01-11 39 ACK 620 39/1E/11N 39/1E/11N? 39/1E/ 39/1E/11M ABD 485 39/1E/1OK ACP 140 39/01/10R 39/1E/10P AC13 969 ABP 576 39/01/10Fa 40/01-34C 40/01-34D 40/1E/34Nb 40/1E/34Na 40/1E-33G ACF 694 39/01/9Da 39/01-03M ACK 610 ABW 535 39/1E/11 ACK 632 ACP 111 ACP 112 39/01/09J WELL #1 39/01/09Jb 39/01/09Ja ABW 114 39/01/09La 39/01/09Lb 39/01/09M 39/01/9Db 39/01/9C 39/01/10Fb 39/1E/10 39/1W-13R B2 B1 MW12 MW13 MW7 MW15 80 90 100 120 120 110 100 80 90 PROJECT SITE B6 B5 B4 MW1 B7 B3 TERRELL CREEK BASIN N N 1014003T GENERALIZED WATER TABLE SURFACE ELEVATION AND GROUNDWATER FLOW BP CHERRY POINT COGENERATION EIS FIGURE 3.3-7 Source: BP 2002 Graphics Server/Graphics/Billable/BP Cherry Point/EIS/Fig 3.3-7 surface water 8.1.03 Approximate Scale in Miles 0 .5 BP soil boring BP monitoring well depth = < 100 feet (approximate location) well depth = 0-250 feet well depth = 251-500 feet well depth = 501-750 feet well depth = > 750 feet water wells BIRCH BAY T39N R1E T40N R1E T39N R1W T40N R1W 90 range/township boundary and designation groundwater flow direction water table elevation contour (feet above mean sea level) surface water drainage basin boundary CALIFORNIA CREEK BASIN