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Specific Water Well Detail |
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| Location Info | |||
| Owner: McPherson College | Status: Constructed | ||
| Location: T29S, R39W, Sec. 10, NE NE SW | County: Stanton | ||
| Directions: from SW corner of Big Bow - 2 mi S | |||
| Latitude: 37.5395808 | Longitude: -101.5724813 | Datum NAD 27 | |
| Latitude: 37.5396001 | Longitude: -101.5729283 | 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: 465 ft. | Elevation: ft. | |
| Static Water Level: 300 ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Jul-2000 | Well Use: Irrigation | |
| DWR Applic. #: 8592 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 53 ft. | brown sandy clay | |
| From: 53 ft. to 59 ft. | brown clay | |
| From: 59 ft. to 104 ft. | fine sand | |
| From: 104 ft. to 140 ft. | brown clay | |
| From: 140 ft. to 146 ft. | fine to medium sand | |
| From: 146 ft. to 155 ft. | brown clay - small sand strip | |
| From: 155 ft. to 163 ft. | fine to medium sand | |
| From: 163 ft. to 217 ft. | brown clay | |
| From: 217 ft. to 233 ft. | blue clay | |
| From: 233 ft. to 280 ft. | brown clay | |
| From: 280 ft. to 293 ft. | fine to medium sand | |
| From: 293 ft. to 302 ft. | brown clay - small strip medium sand | |
| From: 302 ft. to 371 ft. | fine to medium sand - 10% clay strip | |
| From: 371 ft. to 412 ft. | brown clay | |
| From: 412 ft. to 425 ft. | brown clay - small strip brown rock gravel mixed | |
| From: 425 ft. to 434 ft. | fine to medium sand and gravel brown rock mixed | |
| From: 434 ft. to 454 ft. | fine to medium sand and gravel brown rock mixed - tight | |
| From: 454 ft. to 468 ft. | yellow clay | |
| From: 468 ft. to 470 ft. | shale | |