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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lightner, Harry | Status: Constructed | ||
| Location: T25S, R32W, Sec. 31, C SW | County: Finney | ||
| Directions: from Garden City: 9 mi S, 0.5 mi W, 1320 feet N, and 100 feet E | |||
| Latitude: 37.8332843 | Longitude: -100.8786812 | Datum NAD 27 | |
| Latitude: 37.8333079 | Longitude: -100.8791224 | 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: 405 ft. | Elevation: ft. | |
| Static Water Level: 122 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Dec-1988 | Well Use: Irrigation | |
| DWR Applic. #: 15961 | 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?: 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: Steel
Casing Joints: |
Diam: 16 in. to 245 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 245 ft to 405 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 | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 7 ft. | fine sand | |
| From: 7 ft. to 35 ft. | brown sandy clay | |
| From: 35 ft. to 50 ft. | medium coarse sand and gravel - loose | |
| From: 50 ft. to 100 ft. | medium and very coarse gravel - loose | |
| From: 100 ft. to 110 ft. | brown sandy clay | |
| From: 110 ft. to 135 ft. | medium coarse sand and gravel - hard streak | |
| From: 135 ft. to 150 ft. | blue clay - sand streak | |
| From: 150 ft. to 165 ft. | fine medium sand and gravel - loose | |
| From: 165 ft. to 200 ft. | blue clay - hard streak | |
| From: 200 ft. to 220 ft. | fine medium and coarse sand and gravel - loose | |
| From: 220 ft. to 245 ft. | blue clay - small sand streak | |
| From: 245 ft. to 265 ft. | fine medium coarse sand and gravel - loose | |
| From: 265 ft. to 270 ft. | brown sandy clay - sand streak | |
| From: 270 ft. to 275 ft. | fine medium coarse sand and gravel - 10% clay | |
| From: 275 ft. to 280 ft. | fine medium coarse sand and gravel - loose | |
| From: 280 ft. to 284 ft. | brown and tan clay | |
| From: 284 ft. to 335 ft. | fine medium coarse sand and gravel - loose | |
| From: 335 ft. to 360 ft. | brown sandy clay - small sand streak | |
| From: 360 ft. to 370 ft. | fine medium coarse sand - small streak white rock | |
| From: 370 ft. to 390 ft. | fine medium sand - 50% clay - loose | |
| From: 390 ft. to 400 ft. | fine medium sand - loose | |
| From: 400 ft. to 410 ft. | brown and yellow clay | |
| From: 410 ft. to 420 ft. | yellow clay and shale - hard | |