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March 2005 On-Post Quarterly Groundwater Monitoring Report

Section 2 - Basewide Flow Direction and Gradient

The groundwater potentiometric surface map generated from March 2005 groundwater elevations is shown in Figure 2‑1. Among the cluster wells CS‑MW6‑LGR, CS‑MW7‑LGR, CS‑MW8‑LGR, CS‑MW9‑LGR, CS‑MW10‑LGR, and CS‑MW12‑LGR, only water level measurements from the LGR are used to create the potentiometric surface map. An overall calculated groundwater gradient from the north-central area near CS‑MW16‑LGR to the CS‑MW6‑LGR well at the southwest corner of CSSA is to the south-southwest at 0.001 ft/ft. The groundwater gradient varies in direction and velocity in different areas of CSSA. Groundwater gradients calculated with different well elevations from different LGR wells ranged from 0.00014 ft/ft to 0.015 ft/ft. An average gradient calculated with elevations in wells CS‑G‑LGR, CS‑1, CS‑MW10‑LGR, CS‑MW6‑LGR, and CS‑MW16‑LGR, gives a gradient of 0.00436 ft/ft averaged across the entire base. General groundwater flow directions and average gradients during past monitoring events are provided in Section 3.0 for comparison.

The March 2005 potentiometric surface map for LGR-screened wells (Figure 2‑1) exhibited a wide range of groundwater elevations, from a minimum of 1142.85 feet MSL at CS‑I to a maximum 1189.33 feet MSL at CS‑MW4‑LGR. Groundwater elevations are generally higher in the northern and central portions of CSSA, and decrease to the southwest and southeast, with well CS‑I having the lowest groundwater elevation of all LGR screened wells. Groundwater in the west-central portion of the inner cantonment shows a drawdown effect from the pumping of drinking water wells CS‑9 and CS‑10. In March 2005, well CS‑1 also had one of the lowest water levels measured, at 1103.34 feet MSL. CS‑1 is completed with screen in the LGR, BS, and CC; and pumped occasionally.

There are exceptions across CSSA to the general south-southeast direction for flow of groundwater. Well CS‑MW4‑LGR in the central portion of CSSA had the highest groundwater elevation (1189.33 feet MSL) of LGR screened wells measured in March 2005 (Figure 2‑1). This elevation was 15 to 25 feet higher than the nearest comparable wells (CS‑MW2-LGR and CS-MW5-LGR). The CS‑MW4‑LGR well consistently reports a higher groundwater elevation than other wells screened in the same formation. Unlike the general trend at CSSA, groundwater flow appears to radiate outward to the north, east, and south at CS‑MW4‑LGR.

The groundwater gradient/potentiometric surface map presented in Figure 2‑1 incorporates measured groundwater elevations from the LGR screened wells only; Figure 2‑2 incorporates the BS screened wells only; and Figure 2‑3 incorporates the CC wells only. In the area near Building 90 in the southwest corner of CSSA, two potentiometric surface maps were created using March 2005 groundwater elevations from wells screened in the LGR and CC (Figure 2-4 and Figure 2-5, respectively). Gradient shown in the northeast corner of the CC gradient map (Figure 2-3), depicts drawdown effects of the MW-16CC pump and treat pilot study.

The BS potentiometric surface map indicates groundwater flow direction to the east with slight variations to the south, similar to the CC map where flow direction is to the east with a more northerly component. The LGR potentiometric surface map near Building 90 for December 2004 indicates a groundwater flow direction to the south, east and west. The CC potentiometric surface map indicates that December 2004 groundwater flow is to the east near Building 90.

As shown in Figure 2‑1 through 2-5, water levels at CSSA vary greatly. This variability is associated with several factors:

Differences in well completion depths and formations screened;

Differences in recharge rates due to increased secondary porosity associated with the Salado Creek area;

Differences in recharge rates due to increased secondary porosity associated with local fault zones;

Pumping from public and private water supply wells located on- and off-post; and

Locations of major faults or fractures.

Until June 2001 when cluster wells were first installed and monitored at CSSA, most potentiometric surface maps were based on water levels from wells with different completion depths. Additional information concerning this issue is included in the Introduction to the Quarterly Groundwater Monitoring Program (Volume 5, Groundwater). Interpretation of past data for the overall potentiometric surface map is complicated by these well completion depth differences.

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