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Specific Water Well Detail |
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| Location Info | |||
| Owner: McGraw, Lowell | Status: Constructed | ||
| Location: T26S, R31W, Sec. 4, C SW | County: Finney | ||
| Directions: from Pierceville, 4 mi S and 2 mi W | |||
| Latitude: 37.8144693 | Longitude: -100.7195108 | Datum NAD 27 | |
| Latitude: 37.8144926 | Longitude: -100.7199461 | 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: 295 ft. | Elevation: ft. | |
| Static Water Level: 93 ft. | Est. Yield: 1700 gpm. | |
| Comp. Date: 06-Jun-1986 | Well Use: Irrigation | |
| DWR Applic. #: 8603 | 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 170 ft after 4 hours pumping 1430 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 295 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: 136 ft to 236 ft
From: 0 ft to 0 ft From: 275 ft to 295 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 21 ft. | brown clay | |
| From: 21 ft. to 50 ft. | sand fine to med. | |
| From: 50 ft. to 112 ft. | sand fine to med, coarse, small to large gravel | |
| From: 112 ft. to 143 ft. | fine to med, coarse sand, small gravel | |
| From: 143 ft. to 153 ft. | brown sandy clay and caliche | |
| From: 153 ft. to 163 ft. | sand fine to med, coarse, small gravel | |
| From: 163 ft. to 171 ft. | brown sandy clay | |
| From: 171 ft. to 183 ft. | sand fine, small, few clay streaks | |
| From: 183 ft. to 190 ft. | brown sandy clay, sand fine to med., stks | |
| From: 190 ft. to 200 ft. | sand fine to med, drills tight in places | |
| From: 200 ft. to 208 ft. | fine to med, and coarse, small gravel, very few clay streaks | |
| From: 208 ft. to 217 ft. | brown clay | |
| From: 217 ft. to 236 ft. | sand fine to med, coarse and small gravel, and few clay streaks. Loose | |
| From: 236 ft. to 251 ft. | brown clay | |
| From: 251 ft. to 263 ft. | sand fine, loose | |
| From: 263 ft. to 278 ft. | brown clay | |
| From: 278 ft. to 289 ft. | sand fine to med., loose | |
| From: 289 ft. to 313 ft. | soapstone and lime rock, brown rock ledges (hard) | |
| From: 313 ft. to 318 ft. | shale | |