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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: 211 ft. | Elevation: ft. | |
| Static Water Level: 204 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Mar-1996 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 5 | |
| 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 191 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: 191 ft to 211 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 187.3 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: N | Distance: 40 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 9 ft. | Lean clay with silt and organics | |
| From: 10 ft. to 15 ft. | Fine sands | |
| From: 16 ft. to 19 ft. | Silty sand | |
| From: 20 ft. to 79 ft. | Silty clay with trace fine sands | |
| From: 80 ft. to 85 ft. | Caliche | |
| From: 86 ft. to 87 ft. | Silty sand with calcium, caliche modules, semi-lithified | |
| From: 88 ft. to 94 ft. | Medium to coarse sands with caliche, caliche, hard drilling layers | |
| From: 95 ft. to 109 ft. | Fine to coarse sand | |
| From: 110 ft. to 120 ft. | Silty sandy clay with fine to coarse grains | |
| From: 121 ft. to 139 ft. | Clean coarse sands and gravels | |
| From: 140 ft. to 154 ft. | Fine to coarse sands with silt and trace clay, hard drilling layer | |
| From: 155 ft. to 163 ft. | Fine sands with trace coarse sands and calcium deposits | |
| From: 164 ft. to 169 ft. | Clean fine to coarse sands with traces gravels | |
| From: 170 ft. to 178 ft. | Fine sands with silts | |
| From: 179 ft. to 199 ft. | Clean fine sands with trace coarse grains | |
| From: 200 ft. to 209 ft. | Caliche, hard drilling | |
| From: 210 ft. to 214 ft. | Fine sands with trace coarse sands and calcium | |
| From: 215 ft. to ft. | Caliche with fine sands, very hard drilling | |