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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cheyenne County | Status: Constructed | ||
| Location: T3S, R39W, Sec. 26, SE NW | County: Cheyenne | ||
| Directions: from St. Francis and US-36, 6 mi E and 0.5 mi N | |||
| Latitude: 39.7657364 | Longitude: -101.6663815 | Datum NAD 27 | |
| Latitude: 39.7657303 | Longitude: -101.6668295 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 215 ft. | Elevation: ft. | |
| Static Water Level: 199 ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Mar-1996 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 4 | |
| Driller Info | ||
| Driller: Wesley G. Liehs Drilling, Inc. | License #: 590 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 195 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 195 ft to 215 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 192.4 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: S | Distance: 200 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | Silty clay with fine to coarse sands | |
| From: 6 ft. to 19 ft. | Silty clay with increasing sand content | |
| From: 20 ft. to 71 ft. | Lean clay with silt | |
| From: 72 ft. to 79 ft. | Lean clay with silt, sand and caliche | |
| From: 80 ft. to 83 ft. | Caliche with clay seams, silt, and sands hard drilling layers | |
| From: 84 ft. to 109 ft. | Fine to coarse sand with caliche seams | |
| From: 110 ft. to 123 ft. | Silty sands with clay, fine to coarse grained | |
| From: 124 ft. to 132 ft. | Clean sands, fine to coarse grained with traces gravels | |
| From: 133 ft. to 144 ft. | Silty-sandy-clay, fine to coarse grained sands | |
| From: 145 ft. to 149 ft. | Silts and sands with clay seams | |
| From: 150 ft. to 158 ft. | Clean fine to coarse sands | |
| From: 159 ft. to 164 ft. | Fine silts and sands with trace coarse sands | |
| From: 165 ft. to 174 ft. | Fine silts and sands with trace clay and coarse sand | |
| From: 175 ft. to 176 ft. | Clean coarse sands | |
| From: 177 ft. to 199 ft. | Fine to coarse sands | |
| From: 200 ft. to 206 ft. | Clean fine to coarse sands | |
| From: 207 ft. to 214 ft. | Silty sands with caliche seams | |
| From: 215 ft. to 221 ft. | Clean fine to coarse sands | |