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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rapp and Reed | Status: Constructed | ||
| Location: T24S, R34W, Sec. 8, SE SE NW | County: Finney | ||
| Directions: from Holcomb: 0.5 mi S, 4 mi W, 2834 feet N, and 2968 feet W | |||
| Latitude: 37.9823023 | Longitude: -101.0761569 | Datum NAD 27 | |
| Latitude: 37.9823253 | Longitude: -101.0766023 | 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: 350 ft. | Elevation: ft. | |
| Static Water Level: 31 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Apr-1992 | Well Use: Irrigation | |
| DWR Applic. #: 10168 | 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?: Yes
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 150 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: Mill slot | |
| Screen-perforated intervals | From: 150 ft to 350 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 80 to 140 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 1 ft. | top soil | |
| From: 1 ft. to 3 ft. | brown sandy clay | |
| From: 3 ft. to 17 ft. | fine to medium sand gravel - loose | |
| From: 17 ft. to 33 ft. | medium coarse gravel - loose | |
| From: 33 ft. to 74 ft. | brown sandy clay | |
| From: 74 ft. to 102 ft. | fine to medium sand gravel | |
| From: 102 ft. to 111 ft. | brown sandy clay | |
| From: 111 ft. to 132 ft. | fine to medium sand gravel - 25% clay | |
| From: 132 ft. to 141 ft. | brown sandy clay - small gravel streak | |
| From: 141 ft. to 158 ft. | fine to medium sand gravel - 10% clay - loose | |
| From: 158 ft. to 169 ft. | brown sandy clay | |
| From: 169 ft. to 192 ft. | fine to medium sand gravel - 15% clay - loose | |
| From: 192 ft. to 203 ft. | brown sandy clay | |
| From: 203 ft. to 215 ft. | brown sandy clay - small gravel strip | |
| From: 215 ft. to 223 ft. | fine to medium sand gravel - loose | |
| From: 223 ft. to 238 ft. | brown sandy clay | |
| From: 238 ft. to 254 ft. | brown sandy clay - small gravel strip | |
| From: 254 ft. to 283 ft. | brown sandy clay | |
| From: 283 ft. to 289 ft. | fine to medium sand gravel | |
| From: 289 ft. to 299 ft. | brown clay - sticky | |
| From: 299 ft. to 312 ft. | brown sandy clay - small gravel strip | |
| From: 312 ft. to 335 ft. | fine to medium sand gravel | |
| From: 335 ft. to 345 ft. | fine to medium sand gravel - small yellow rock mixed - loose | |
| From: 345 ft. to 355 ft. | yellow clay - hard | |
| From: 355 ft. to 365 ft. | shale | |