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Specific Water Well Detail |
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| Location Info | |||
| Owner: Shore, Lewis I. | Status: Constructed | ||
| Location: T30S, R39W, Sec. 23, NW NW NW | County: Stanton | ||
| Directions: from SW corner of Big Bow: 10 mi S, 1 mi E, 5192 feet N, 5075 feet W | |||
| Latitude: 37.4310808 | Longitude: -101.5607493 | Datum NAD 27 | |
| Latitude: 37.4311021 | Longitude: -101.5611931 | 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: 425 ft. | Elevation: ft. | |
| Static Water Level: 255 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-May-2004 | Well Use: Irrigation | |
| DWR Applic. #: 5900 and 7594 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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?: No
Water Well disinfected?: No | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 275 ft | |
| Casing height above land surface: 12 in
Casing Weight: 42.05 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 275 ft to 425 ft | |
| Gravel pack intervals | From: 20 ft to 425 ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: West | Distance: 95 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 27 ft. | brown clay | |
| From: 27 ft. to 48 ft. | brown sandy clay | |
| From: 48 ft. to 70 ft. | brown clay white rock mixed | |
| From: 70 ft. to 102 ft. | brown clay - 15% fine sand | |
| From: 102 ft. to 110 ft. | fine to medium sand | |
| From: 110 ft. to 128 ft. | fine to medium sand and gravel | |
| From: 128 ft. to 142 ft. | brown clay | |
| From: 142 ft. to 163 ft. | fine to medium sand and gravel | |
| From: 163 ft. to 191 ft. | brown clay | |
| From: 191 ft. to 205 ft. | fine to medium sand and gravel - clay streak | |
| From: 205 ft. to 285 ft. | fine to medium sand and gravel - loose | |
| From: 285 ft. to 312 ft. | brown clay - small streak fine sand | |
| From: 312 ft. to 337 ft. | fine to medium sand and gravel - loose | |
| From: 337 ft. to 348 ft. | fine to medium sand and gravel - small clay streak | |
| From: 348 ft. to 355 ft. | brown sandy clay | |
| From: 355 ft. to 363 ft. | fine to medium sand and gravel - 10% clay streak | |
| From: 363 ft. to 393 ft. | brown clay | |
| From: 393 ft. to 406 ft. | fine to medium sand and gravel | |
| From: 406 ft. to 415 ft. | yellow clay | |
| From: 415 ft. to 420 ft. | yellow clay - small loose strip of sandstone - hard pull down 300 | |
| From: 420 ft. to 425 ft. | red bed | |