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Specific Water Well Detail |
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| Location Info | |||
| Owner: O'Neal, John | Status: Constructed | ||
| Location: T26S, R34W, Sec. 17, SW NE SE | County: Finney | ||
| Directions: 11.5 S on Hwy 83 of Garden City, 7 W, .5 S, 1 W, .25 S, .5 W, 1.5 N | |||
| Latitude: 37.7846916 | Longitude: -101.0565289 | Datum NAD 27 | |
| Latitude: 37.7847141 | Longitude: -101.0569762 | 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: 351 ft. | Elevation: ft. | |
| Static Water Level: 95 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 13-Apr-1977 | Well Use: Irrigation | |
| DWR Applic. #: | 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 | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 104 ft after 2 hours pumping 950 gpm Well water was 111 ft after 4 hours pumping 1600 gpm | ||
| Bore hole diameter: 26 inches to 351 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 352 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: 12 in
Casing Weight: 36.87 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Galvanized Steel | Screen Openings: | |
| Screen-perforated intervals | From: 130 ft to 200 ft
From: 200 ft to 210 ft From: 210 ft to 220 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Concrete | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: N/A | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 9 ft. | fine sand | |
| From: 9 ft. to 17 ft. | brown clay | |
| From: 17 ft. to 27 ft. | fine to medium sand and gravel streaks of coarse gravel loose | |
| From: 27 ft. to 118 ft. | medium to coarse gravel loose | |
| From: 118 ft. to 132 ft. | brown clay | |
| From: 132 ft. to 161 ft. | fine to medium sand and gravel loose | |
| From: 161 ft. to 170 ft. | brown clay | |
| From: 170 ft. to 185 ft. | fine to medium sand and gravel loose | |
| From: 185 ft. to 208 ft. | medium to coarse gravel loose (small hard streaks) | |
| From: 208 ft. to 215 ft. | brown clay | |
| From: 215 ft. to 231 ft. | fine to medium sand and gravel loose | |
| From: 231 ft. to 248 ft. | brown clay | |
| From: 248 ft. to 260 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 260 ft. to 286 ft. | brown sandy clay | |
| From: 286 ft. to 290 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 290 ft. to 315 ft. | brown sandy clay streaks of fine to medium sand and fine gravel 30% loose | |
| From: 315 ft. to 320 ft. | fine to medium sand and gravel loose | |
| From: 320 ft. to 338 ft. | brown clay tight | |
| From: 338 ft. to 351 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 351 ft. to 384 ft. | brown clay and yellow clay with brown rock tight | |
| From: 384 ft. to 395 ft. | shale hard | |