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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nusser, Martin | Status: Constructed | ||
| Location: T25S, R32W, Sec. 25, NE SW NE | County: Finney | ||
| Directions: from Garden City, 8 mi S, 1 mi E, 0.75 mi N, and 0.25 mi W | |||
| Latitude: 37.8537497 | Longitude: -100.7795462 | Datum NAD 27 | |
| Latitude: 37.8537728 | Longitude: -100.7799834 | 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: 420 ft. | Elevation: ft. | |
| Static Water Level: 67 ft. | Est. Yield: 1350 gpm. | |
| Comp. Date: 20-May-1976 | 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?: | ||
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 330 ft to 340 ft
From: 400 ft to 410 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 9 ft. | fine sand | |
| From: 9 ft. to 22 ft. | brown sandy clay | |
| From: 22 ft. to 37 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 37 ft. to 44 ft. | fine to medium sand and gravel (loose) | |
| From: 44 ft. to 80 ft. | medium to coarse gravel | |
| From: 80 ft. to 131 ft. | fine to medium sand and gravel (loose) | |
| From: 131 ft. to 172 ft. | fine to medium sand and fine gravel, streaks of clay (10%) | |
| From: 172 ft. to 189 ft. | brown sandy clay | |
| From: 189 ft. to 209 ft. | fine to medium sand and gravel (loose) | |
| From: 209 ft. to 231 ft. | brown sandy clay | |
| From: 231 ft. to 250 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 250 ft. to 281 ft. | fine to medium sand and gravel (loose) | |
| From: 281 ft. to 305 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 305 ft. to 348 ft. | fine to medium sand and gravel (loose) | |
| From: 348 ft. to 366 ft. | brown sandy clay, small hard streaks | |
| From: 366 ft. to 372 ft. | fine to medium sand (loose) | |
| From: 372 ft. to 390 ft. | brown sandy clay (tight) | |
| From: 390 ft. to 412 ft. | fine to medium sand and gravel (loose) | |
| From: 412 ft. to 420 ft. | fine to medium sand and gravel, streaks of clay (10%) (little tight) | |
| From: 420 ft. to 433 ft. | fine to medium sand streaks of clay (25%) (tight) | |