Laserfiche WebLink
<br /> . . <br /> 9 <br />Sprin" Measurements of Depth (in feet) to Ground-Water Level Below Land Surface <br /> LARIMER COUNTY - continued <br />Observation Well Location 1952 1957 1960 1961 1962 <br />(Boxelder Creek-Poudre River: Wellington-Fort Collins-Timnath Area - continued) <br />NW1/4 NW1/4 Sec. 28 T9N R68W ppg 27.0 15.5 18.9 14.5 <br />NW1/4 SW 1/4 Sec. 22 T9N R68W 14.7 lB.3 16.9 <br />NWl/4 NE 1/4 Sec. 34 T9N R6BW 5.2 <br />NE 1/4 SW 1/4 Sec. 33 T9N R6BW 35. B 15.2 lB.9 13.4 <br />NW1/4 NWl/4 Sec. 4 TBN R6BW 30.0 3B.4 15.2 18. 1 13.3 <br />NW1/4 NW1/4 Sec. 3 TBN R6BW 11. B <br />SE 1/4 SE 1/4 Sec. 4 TBN R68W 11. 5 13.9 9. B <br />NWl/4 SW 1/4 Sec. 10 TBN R6BW 21.4 9.5 10.9 8.1 <br />NE 1/4 NE 1/4 Sec. 16 TBN R6BW 29.4 42.0 19.0 20.0 18.5 <br />NE 1/4 NWl/4 Sec. 21 TBN R68W B.4 <br />NWl/4 NWl/4 Sec. II TBN R6 BW / 14.6 <br />NWl/4 SW 1/4 Sec. 22 TBN R6BW'" 12.4 20.2 9.0 9.5 8.2 <br />NWl/4 NE 1/4 Sec. 28 TBN R6BW 9.6 16.3 7.7 B.4 6.4 <br />NW1/4 SW 1/4 Sec. 27 TBN R68W 13.3 18.2 12.5 12.8 11. 7 <br />NE 1/4 NE 1/4 Sec. 33 T8N R68W 5.8 <br />NWl/4 NW1/4 Sec. 33 TBN R6BW 15.7 <br />NWl/4 NWl/4 Sec. n T8N R68W B. B <br />SW 1/4 SW 1/4 Sec. 33 TBN R68W 14.4 14. 1 13.6 14.1 13.6 <br />NE 1/4 NE 1/4 Sec. 11 T9N R69W 23.4 <br />NE 1/4 NE 1/4 Sec. 34 T7N R6BW 7.0 <br />NWl/4 NW1/4 Sec. II T7N R6BW 5.9 5.6 5.6 4.4 5.4 <br />NWl/4 SW 1/4 Sec. 23 T7N R6BW 7.6 6.7 7. 3 6.5 7.2 <br />NWl/4 NW1/4 Sec. 23 T7N R68W 11.4 <br />NW1/4 SW 1/4 Sec. 10 T7N R68W 6.0 6. 1 7.1 7.5 6.4 <br />NW1/4 NWl/4 Sec. 16 T7N R6BW 7.7 <br />NE 1/4 NE 1/4 Sec. 16 T7N R68W 9.9 <br />NE 1/4 NW1/4 Sec. 5 T7N R6BW 17.7 <br />NWl/4 NWl/4 Sec. 3 T7N R68W 15.2 12.3 12.5 11.8 <br />NE 1/4 NE 1/4 Sec. 9 T7N R68W 8.3 <br />NWl/4 SE 1/4 Sec. 5 T7N R68W 28.7 28.2 28.8 27.7 <br />NE 1/4 NE 1/4 Sec. 12 T6N R68W 12.7 <br />NE 1/4 NWl/4 Sec. 1 T6N R68W 11.5 12.5 14.2 14.4 14.1 <br />NE 1/4 NE 1/4 Sec. 2 T6N R6BW 4.2 <br />(Big Thompson River: East of Loveland) <br />NWl/4 NE 1/4 Sec. 16 T5N R6BW 9. 3 <br />NE 1/4 NE 1/4 Sec. 17 T5N R6BW 8.6 13. 3 11. 2 12.4 8.4 <br />