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Specific Water Well Detail |
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| Location Info | |||
| Owner: Goetz, Laverne | Status: Constructed | ||
| Location: T25S, R31W, Sec. 18, SE SW NE | County: Finney | ||
| Directions: from S end of Pierceville bridge, 4 mi W, 0.75 mi N, and 30 feet E of pivot | |||
| Latitude: 37.8807948 | Longitude: -100.7613912 | Datum NAD 27 | |
| Latitude: 37.8808176 | Longitude: -100.7618274 | 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: 218 ft. | Elevation: ft. | |
| Static Water Level: 50 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 14-Sep-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: 180 ft to 200 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 1 ft. | top soil | |
| From: 1 ft. to 8 ft. | fine sand | |
| From: 8 ft. to 16 ft. | brown sandy clay | |
| From: 16 ft. to 18 ft. | coarse gravel | |
| From: 18 ft. to 21 ft. | brown sandy clay | |
| From: 21 ft. to 53 ft. | coarse gravel | |
| From: 53 ft. to 73 ft. | brown clay streak | |
| From: 73 ft. to 77 ft. | fine to medium sandy | |
| From: 77 ft. to 82 ft. | brown sandy clay | |
| From: 82 ft. to 110 ft. | fine to medium sand and gravel | |
| From: 110 ft. to 113 ft. | brown sandy clay | |
| From: 113 ft. to 119 ft. | fine to medium sand gravel small cemented sandstone tight | |
| From: 119 ft. to 131 ft. | brown clay | |
| From: 131 ft. to 138 ft. | fine to medium sand, tight to good (no good) | |
| From: 138 ft. to 144 ft. | brown sandy clay | |
| From: 144 ft. to 151 ft. | fine to medium sand gravel | |
| From: 151 ft. to 156 ft. | brown sandy clay | |
| From: 156 ft. to 164 ft. | fine to medium sand gravel | |
| From: 164 ft. to 169 ft. | gray clay | |
| From: 169 ft. to 218 ft. | fine to medium sand gravel mixed yellow white rock loose | |
| From: 218 ft. to 228 ft. | yellow clay with rock pull down hard | |
| From: 228 ft. to 230 ft. | shale | |