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Specific Water Well Detail |
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| Location Info | |||
| Owner: Niedens, M.D. | Status: Constructed | ||
| Location: T24S, R32W, Sec. 3, NW SE NW | County: Finney | ||
| Directions: from Garden City 1 mi NE on Hwy 156 to Jennie Barker Rd, 0.13 mi E | |||
| Latitude: 37.9992575 | Longitude: -100.8229362 | Datum NAD 27 | |
| Latitude: 37.99928 | Longitude: -100.8233736 | 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: 255 ft. | Elevation: ft. | |
| Static Water Level: 57 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 11-Jul-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?: | ||
| 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: 230 ft to 250 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 2 ft. | top soil | |
| From: 2 ft. to 10 ft. | brown clay | |
| From: 10 ft. to 26 ft. | fine to medium sand and gravel (loose) | |
| From: 26 ft. to 41 ft. | brown white clay mixed rock | |
| From: 41 ft. to 45 ft. | brown rock (hard) | |
| From: 45 ft. to 52 ft. | brown sandy clay-sand streak (loose) | |
| From: 52 ft. to 108 ft. | fine to medium sand and gravel (loose) | |
| From: 108 ft. to 129 ft. | brown white clay and rock | |
| From: 129 ft. to 155 ft. | fine to medium sand | |
| From: 155 ft. to 172 ft. | fine to medium sand and gravel (loose) | |
| From: 172 ft. to 182 ft. | fine to medium sand and gravel 15% clay (loose) | |
| From: 182 ft. to 190 ft. | fine sand (tight) | |
| From: 190 ft. to 200 ft. | fine to medium sand and gravel (tight) 10% clay | |
| From: 200 ft. to 205 ft. | fine to medium sand and gravel (loose) | |
| From: 205 ft. to 210 ft. | brown sandy clay | |
| From: 210 ft. to 215 ft. | fine to medium sand | |
| From: 215 ft. to 223 ft. | fine to medium sand and gravel with white rock (loose | |
| From: 223 ft. to 231 ft. | brown sandy clay | |
| From: 231 ft. to 250 ft. | fine to medium sand and gravel mixed with white rock (loose) | |
| From: 250 ft. to 264 ft. | brown sandy clay | |
| From: 264 ft. to 269 ft. | white rock - little hard | |
| From: 269 ft. to 272 ft. | yellow clay | |
| From: 272 ft. to 275 ft. | shale | |