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Specific Water Well Detail |
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| Location Info | |||
| Owner: Braun, Howard J. | Status: Constructed | ||
| Location: T24S, R33W, Sec. 6, NW SE NW | County: Finney | ||
| Directions: from Holcomb, 0.75 mi N and 0.25 mi E | |||
| Latitude: 37.9990399 | Longitude: -100.9872936 | Datum NAD 27 | |
| Latitude: 37.9990642 | Longitude: -100.9877376 | 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: 317 ft. | Elevation: ft. | |
| Static Water Level: 63 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Apr-1997 | Well Use: Irrigation | |
| DWR Applic. #: FI 122 | 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 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 317 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: 173 ft to 313 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: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | silt | |
| From: 2 ft. to 7 ft. | clay | |
| From: 7 ft. to 20 ft. | sand fine gravel | |
| From: 20 ft. to 30 ft. | sand fine gravel v crs gravel | |
| From: 30 ft. to 50 ft. | sand gravel | |
| From: 50 ft. to 65 ft. | sand fine gravel | |
| From: 65 ft. to 74 ft. | sandy clay sand | |
| From: 74 ft. to 80 ft. | sandy clay | |
| From: 80 ft. to 122 ft. | sandy clay gyp rock | |
| From: 122 ft. to 134 ft. | fine sand medium sand sandy clay | |
| From: 134 ft. to 146 ft. | sandy clay | |
| From: 146 ft. to 162 ft. | sand sandy clay | |
| From: 162 ft. to 171 ft. | sandy clay sand | |
| From: 171 ft. to 179 ft. | sand fine gravel | |
| From: 179 ft. to 183 ft. | sandy clay | |
| From: 183 ft. to 191 ft. | sand clay | |
| From: 191 ft. to 201 ft. | sandy clay limestone | |
| From: 201 ft. to 207 ft. | fine sand medium sand coarse sand | |
| From: 207 ft. to 216 ft. | sandy clay | |
| From: 216 ft. to 246 ft. | sand gravel | |
| From: 246 ft. to 252 ft. | sand gravel limestone | |
| From: 252 ft. to 261 ft. | sandy clay limestone fine sand | |
| From: 261 ft. to 280 ft. | sand sandy clay | |
| From: 280 ft. to 313 ft. | sand clay | |
| From: 313 ft. to 319 ft. | clay | |
| From: 319 ft. to 330 ft. | shale | |