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Specific Water Well Detail |
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| Location Info | |||
| Owner: Knoll, Don | Status: Constructed | ||
| Location: T23S, R34W, Sec. 4, SW SW NE | County: Finney | ||
| Directions: from Holcomb, 6.5 mi N and 3.5 mi W | |||
| Latitude: 38.0841451 | Longitude: -101.0553872 | Datum NAD 27 | |
| Latitude: 38.0841683 | Longitude: -101.05583 | 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: 279 ft. | Elevation: ft. | |
| Static Water Level: 198 ft. | Est. Yield: 990 gpm. | |
| Comp. Date: 04-Jun-1987 | Well Use: Irrigation | |
| DWR Applic. #: 18800 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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 243 ft after 4 hours pumping 880 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 10 in. to 279 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 239 ft to 0 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 19 ft. | brown silty clay | |
| From: 19 ft. to 25 ft. | sand, small, coarse | |
| From: 25 ft. to 61 ft. | brown and tan clay | |
| From: 61 ft. to 70 ft. | sand, small coarse, few small gravel | |
| From: 70 ft. to 121 ft. | tan and white clay few sand streaks | |
| From: 121 ft. to 141 ft. | sand, small, coarse, with clay streaks, drills a little tight | |
| From: 141 ft. to 160 ft. | brown sandy clay | |
| From: 160 ft. to 185 ft. | sand, fine to medium, and few clay streaks | |
| From: 185 ft. to 197 ft. | brown and white sandy clay | |
| From: 197 ft. to 209 ft. | white and tan clay | |
| From: 209 ft. to 231 ft. | sand, fine, brown and tan sandy clay | |
| From: 231 ft. to 241 ft. | fine to medium sand, small, coarse and few cemented streaks with few brown and white clay streaks, drills a little rough | |
| From: 241 ft. to 253 ft. | sand, small, coarse, very good, few small white rock | |
| From: 253 ft. to 261 ft. | tan and brown sandy clay | |
| From: 261 ft. to 264 ft. | sand, small, coarse, and small gravel with few white rock | |
| From: 264 ft. to 266 ft. | brown and tan sandy clay | |
| From: 266 ft. to 276 ft. | sand, small, coarse, small gravel and few white rock | |
| From: 276 ft. to 278 ft. | yellow and white clay with hard ledges | |
| From: 278 ft. to 280 ft. | blue shale | |