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Specific Water Well Detail |
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| Location Info | |||
| Owner: Becker, Norman | Status: Constructed | ||
| Location: T23S, R32W, Sec. 31, SW NE SW | County: Finney | ||
| Directions: from Garden City, 4.5 mi N on Hwy 83, 40 feet E | |||
| Latitude: 38.0084957 | Longitude: -100.8774752 | Datum NAD 27 | |
| Latitude: 38.0085187 | Longitude: -100.8779145 | 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: 312 ft. | Elevation: ft. | |
| Static Water Level: 21 ft. | Est. Yield: 1260 gpm. | |
| Comp. Date: 10-Oct-1975 | 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: 280 ft to 300 ft
From: 0 ft to 0 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 8 ft. | top soil | |
| From: 8 ft. to 18 ft. | brown sandy clay | |
| From: 18 ft. to 25 ft. | coarse gravel (loose) | |
| From: 25 ft. to 35 ft. | brown sandy clay (small hard streak rock) | |
| From: 35 ft. to 37 ft. | coarse gravel (loose) | |
| From: 37 ft. to 40 ft. | brown sandy clay (small hard streak rock) | |
| From: 40 ft. to 59 ft. | brown clay (small streak fine sand) | |
| From: 59 ft. to 100 ft. | blue clay (sticky) | |
| From: 100 ft. to 121 ft. | brown clay (sticky) | |
| From: 121 ft. to 140 ft. | brown sandy clay, white clay (mixed with little white rock) | |
| From: 140 ft. to 150 ft. | fine to medium sand and gravel (loose) | |
| From: 150 ft. to 152 ft. | hard rock | |
| From: 152 ft. to 162 ft. | brown sandy clay (small hard streak rock) | |
| From: 162 ft. to 175 ft. | fine to medium sand and gravel (loose) | |
| From: 175 ft. to 198 ft. | fine to medium sand and gravel (loose) few small streak clay (few small hard streaks) | |
| From: 198 ft. to 210 ft. | fine to medium sand and gravel (loose) | |
| From: 210 ft. to 230 ft. | brown sandy clay | |
| From: 230 ft. to 250 ft. | fine to medium sand (loose) | |
| From: 250 ft. to 265 ft. | brown sandy clay | |
| From: 265 ft. to 275 ft. | fine to medium sand (loose) | |
| From: 275 ft. to 280 ft. | brown sandy clay | |
| From: 280 ft. to 300 ft. | fine to medium sand and gravel (loose) mixed with little white rock | |
| From: 300 ft. to 310 ft. | brown sandy clay (few small streak gravel) | |
| From: 310 ft. to 312 ft. | fine to medium sand and gravel (loose) | |
| From: 312 ft. to 318 ft. | brown sandy clay | |
| From: 318 ft. to 320 ft. | fine to medium sand and gravel (loose) | |
| From: 320 ft. to 328 ft. | yellow and brown clay | |
| From: 328 ft. to 330 ft. | blue shale | |