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Hydro G Final report - Kildare.ie

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<strong>Hydro</strong>-G FINAL REPORT<br />

The general flow pattern noted during the site visits is that water discharges from the Spa Well<br />

(monitoring point 9, Figure 4) and drains underground in northern direction towards the two ‘filtering<br />

ponds’ (monitoring points 12-17) which create a small fen wetland on the eastern side of the first<br />

terrace. At the point where the underground drain from the Spa Well surfaces (monitoring point 8),<br />

a man made structure houses a 16” diameter pipe and a loud sound of cascading water was recorded<br />

to come from inside this pipe. A small spring (monitoring point 7) was noted immediately adjacent<br />

to the east of the 16’’ pipe (monitoring point 8). A large deposit of precipitated iron was recorded at<br />

the monitoring point 7. These two water sources (monitoring points 7 and 8) constitute a stream<br />

that flows for approximately 10 metres and then disperses into the wetland area (monitoring points<br />

12-17). There are two distinct ponds here, referred to as Upper and Lower; however, the eastern<br />

side of these ponds (at the Canal’s boundary) remains also waterlogged (monitoring point 18). From<br />

the Lower Pond water flows through a narrow stream (monitoring point 6), splits into two smaller<br />

streams (monitoring points 19 and 20) and flows over the ground into the second terrace. An<br />

underground pipe connects the Roman Bath (monitoring point 5) with either the Lower Pond directly<br />

or with the small stream discharging from it. The Roman Bath is located between (mid-way) the first<br />

and the second terrace. Water outflows from the Roman Bath into the second terrace through a<br />

sluice and then flows over ground into the third terrace. Additional groundwater sources were<br />

recorded at the third terrace and included a big opening in the rock face (monitoring point 3), which<br />

reveals the conduit nature of a very shallow bedrock with groundwater discharge into the site.<br />

Fractures are common in upper horizons of limestone bedrock and this assists discrete distribution of<br />

numerous springs at this level, which flow into and throughout a shallow ‘tufa pond’ located in the<br />

central area. From here, water flows on the surface through numerous small streams and seeps<br />

through the shallow soil. The general high topographic grad<strong>ie</strong>nt of the site extorts relatively fast flow<br />

rates and this facilitates escape of CO2 from water at all terraces, which in turns causes calcite<br />

precipitation from groundwater. It is apparent though, that although calcite precipitation occurs in<br />

the vicinity of the ‘filtering ponds’ at the first terrace, it is much more abundant at the second and<br />

third terraces where big consolidated p<strong>ie</strong>ces of tufa can be found. This is usually associated with<br />

high topographic grad<strong>ie</strong>nts. At the base of the fifth terrace, water was found in two streams at both<br />

western and eastern boundar<strong>ie</strong>s of the site (points 1 and 2). These streams discharge into the river<br />

Rye Water.<br />

3.3. <strong>Hydro</strong>chemical Analyses<br />

3.3.1. Introduction<br />

Water samples were collected from a var<strong>ie</strong>ty of monitoring locations in December 2007 and January<br />

2008. However, the 2007 sample results were compromised by laboratory equipment failure.<br />

Therefore, only the January 2008 results could be used. The parameters were chosen in order to<br />

distinguish hydrochemical signatures of analysed water samples. Eight (8 no.) water samples were<br />

collected and the parameters analysed included ions of calcium, magnesium, nitrate, sodium,<br />

potassium, sulphate, ortho-phosphate, chloride, iron (dissolved and total), carbonate, bicarbonate,<br />

alkalinity and total hardness. In addition, <strong>Hydro</strong>-G carr<strong>ie</strong>d out a physiochemical monitoring at 23<br />

locations throughout the site. Sampling locations are presented on Figure 4. The analysis was<br />

undertaken along the south - north transect. F<strong>ie</strong>ld and laboratory data as well as the full<br />

interpretation of hydrochemical analyses are presented in Appendix B. The interpretive summary is<br />

presented below.<br />

Project No.: 07_136 -10-<br />

Leixlip Spa

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