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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mott, Ronald | Status: Constructed | ||
| Location: T26S, R31W, Sec. 10, SW NE SW | County: Finney | ||
| Directions: from Pierceville, 5.5 mi S, 0.75 mi W, and 0.25 mi N | |||
| Latitude: 37.7996287 | Longitude: -100.7001729 | Datum NAD 27 | |
| Latitude: 37.799652 | Longitude: -100.7006078 | 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: 290 ft. | Elevation: ft. | |
| Static Water Level: 66 ft. | Est. Yield: 1425 gpm. | |
| Comp. Date: 10-Aug-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: 120 ft to 200 ft
From: 200 ft to 210 ft From: 265 ft to 290 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 3 ft. | top soil | |
| From: 3 ft. to 27 ft. | fine sand | |
| From: 27 ft. to 47 ft. | fine to medium sand and gravel | |
| From: 47 ft. to 61 ft. | sand tan clay 50% | |
| From: 61 ft. to 83 ft. | fine to medium sand and gravel (loose) | |
| From: 83 ft. to 91 ft. | fine to medium sand and gravel tan clay streaks 10% (loose) | |
| From: 91 ft. to 145 ft. | fine to medium sand and gravel (loose) | |
| From: 145 ft. to 152 ft. | sandy tan clay | |
| From: 152 ft. to 161 ft. | fine to medium sand | |
| From: 161 ft. to 168 ft. | fine to medium sand and tan clay streaks 10% | |
| From: 168 ft. to 188 ft. | fine to medium sand and gravel (very tight) | |
| From: 188 ft. to 196 ft. | fine to medium sand and gravel and tan clay streaks (loose) | |
| From: 196 ft. to 210 ft. | fine to medium sand and gravel (loose) | |
| From: 210 ft. to 256 ft. | sandy tan clay | |
| From: 256 ft. to 267 ft. | fine to medium sand (little gravel) | |
| From: 267 ft. to 284 ft. | tan clay | |
| From: 284 ft. to 290 ft. | fine to medium sand and gravel | |
| From: 290 ft. to 302 ft. | mixed colored clay and gravel 50% very hard | |
| From: 302 ft. to 305 ft. | shale | |