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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dechert, Eunice | Status: Constructed | ||
| Location: T6S, R34W, Sec. 17, NW NW SW | County: Thomas | ||
| Directions: from Jct. I-70 and Hwy 25: 12 mi N, 4 mi W, 1 mi S, 4918 feet W, and 2120 feet N | |||
| Latitude: 39.5318765 | Longitude: -101.1460016 | Datum NAD 27 | |
| Latitude: 39.5318779 | Longitude: -101.1464373 | 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: 260 ft. | Elevation: ft. | |
| Static Water Level: 158 ft. | Est. Yield: gpm. | |
| Comp. Date: 31-Mar-1994 | Well Use: Irrigation | |
| DWR Applic. #: 812 and 7736 | 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: Steel
Casing Joints: |
Diam: 16 in. to 165 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: Mill slot | |
| Screen-perforated intervals | From: 165 ft to 260 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | Topsoil | |
| From: 3 ft. to 91 ft. | Brown clay | |
| From: 91 ft. to 106 ft. | Fine to medium sand and gravel | |
| From: 106 ft. to 123 ft. | Brown sandy clay white rock mixed | |
| From: 123 ft. to 131 ft. | Fine to medium sand and gravel | |
| From: 131 ft. to 149 ft. | Brown sandy clay 25% sandstone | |
| From: 149 ft. to 174 ft. | Fine to medium sand and gravel | |
| From: 174 ft. to 185 ft. | Brown sandy clay | |
| From: 185 ft. to 189 ft. | Fine to medium sand and gravel | |
| From: 189 ft. to 206 ft. | Brown sandy clay | |
| From: 206 ft. to 213 ft. | Fine sand | |
| From: 213 ft. to 216 ft. | Cemented sandstone hard pull down | |
| From: 216 ft. to 221 ft. | Fine sand | |
| From: 221 ft. to 232 ft. | Brown sandy clay | |
| From: 232 ft. to 245 ft. | Fine to medium sand 10% clay | |
| From: 245 ft. to 255 ft. | Fine to medium sand gravel | |
| From: 255 ft. to 261 ft. | Yellow clay | |
| From: 261 ft. to 275 ft. | Shale | |