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Specific Water Well Detail |
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| Location Info | |||
| Owner: Helmerich and Payne Inc. | Status: Constructed | ||
| Location: T26S, R34W, Sec. 20, NW | County: Finney | ||
| Directions: from Garden City: 12 mi S, 10 mi W, 1 mi S, 2 mi W, 0.75 mi N, and 0.25 mi W | |||
| Latitude: 37.7764157 | Longitude: -101.066558 | Datum NAD 27 | |
| Latitude: 37.776438 | Longitude: -101.0670054 | 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: 154 ft. | Elevation: ft. | |
| Static Water Level: 142 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Aug-1986 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: 6 in. to 120 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: Saw cut | |
| Screen-perforated intervals | From: 120 ft to 154 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 10 ft
From: 10 to 116 ft From: 16 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 14 ft. | top soil | |
| From: 14 ft. to 23 ft. | brown sandy clay - small strip of loose sand | |
| From: 23 ft. to 25 ft. | brown sandy clay | |
| From: 25 ft. to 38 ft. | fine sand | |
| From: 38 ft. to 67 ft. | brown sandy clay | |
| From: 67 ft. to 100 ft. | fine to medium sand and gravel | |
| From: 100 ft. to 132 ft. | medium coarse gravel | |
| From: 132 ft. to 154 ft. | medium coarse gravel - 10% clay - mixed - hard | |
| From: 154 ft. to 170 ft. | brown sandy clay | |