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Specific Water Well Detail |
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| Location Info | |||
| Owner: Parr, Steve | Status: Constructed | ||
| Location: T26S, R31W, Sec. 17, NE SW NE | County: Finney | ||
| Directions: from Garden City, 10 mi S on Hwy 83, 7 mi E, 1 mi S, 0.75 mi E | |||
| Latitude: 37.7903838 | Longitude: -100.7300563 | Datum NAD 27 | |
| Latitude: 37.7904073 | Longitude: -100.7304923 | 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: 345 ft. | Elevation: ft. | |
| Static Water Level: 81 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 27-Oct-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: 250 ft to 260 ft
From: 320 ft to 330 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 18 ft. | brown clay | |
| From: 18 ft. to 38 ft. | fine sand clay trace | |
| From: 38 ft. to 74 ft. | medium coarse gravel | |
| From: 74 ft. to 93 ft. | brown clay | |
| From: 93 ft. to 114 ft. | fine to medium sand and gravel | |
| From: 114 ft. to 134 ft. | fine to medium sand and gravel little tight | |
| From: 134 ft. to 141 ft. | cemented sandstone | |
| From: 141 ft. to 167 ft. | fine to medium sand and gravel | |
| From: 167 ft. to 186 ft. | fine to medium sand and some gravel tight | |
| From: 186 ft. to 206 ft. | fine to medium sand and gravel | |
| From: 206 ft. to 223 ft. | brown sandy clay | |
| From: 223 ft. to 245 ft. | fine to medium gravel with 15% clay layer | |
| From: 245 ft. to 263 ft. | fine to medium sand and gravel, loose | |
| From: 263 ft. to 271 ft. | fine to medium sand and gravel, 10% clay layer | |
| From: 271 ft. to 276 ft. | brown sandy clay | |
| From: 276 ft. to 280 ft. | fine sand, loose | |
| From: 280 ft. to 288 ft. | brown sandy clay | |
| From: 288 ft. to 297 ft. | fine sand, loose | |
| From: 297 ft. to 318 ft. | brown clay, sticky | |
| From: 318 ft. to 335 ft. | fine to medium sand and gravel, yellow brown rock | |
| From: 335 ft. to 345 ft. | medium coarse gravel with yellow brown rock | |
| From: 345 ft. to 350 ft. | yellow clay shale | |