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Specific Water Well Detail |
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| Location Info | |||
| Owner: Vanderee, Don | Status: Constructed | ||
| Location: T25S, R31W, Sec. 32, SE | County: Finney | ||
| Directions: S Pierceville from curve 3.25 mi W, 1320 feet, 30 feet W of pivot | |||
| Latitude: 37.8326804 | Longitude: -100.7419551 | Datum NAD 27 | |
| Latitude: 37.8327036 | Longitude: -100.7423911 | 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: 267 ft. | Elevation: ft. | |
| Static Water Level: 78 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 29-Jan-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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: 240 ft to 260 ft
From: 0 ft to 0 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 13 ft. | top soil fine sand | |
| From: 13 ft. to 38 ft. | brown clay | |
| From: 38 ft. to 56 ft. | brown sandy clay gravel streak | |
| From: 56 ft. to 98 ft. | medium coarse gravel | |
| From: 98 ft. to 108 ft. | brown sandy clay coarse gravel streak | |
| From: 108 ft. to 135 ft. | brown sandy clay | |
| From: 135 ft. to 143 ft. | fine to medium sand | |
| From: 143 ft. to 155 ft. | fine to medium sand and gravel 10% clay | |
| From: 155 ft. to 172 ft. | fine to medium sand and gravel small coarse gravel streak | |
| From: 172 ft. to 179 ft. | medium sand to medium coarse gravel 15% clay | |
| From: 179 ft. to 198 ft. | brown sandy clay | |
| From: 198 ft. to 205 ft. | fine to medium sand tight | |
| From: 205 ft. to 224 ft. | fine to medium sand and gravel loose | |
| From: 224 ft. to 241 ft. | brown sandy clay | |
| From: 241 ft. to 262 ft. | fine to medium sand and gravel mixed with small yellow rock loose | |
| From: 262 ft. to 275 ft. | brown clay | |
| From: 275 ft. to 288 ft. | yellow clay | |
| From: 288 ft. to 294 ft. | shale | |