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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fletcher, Walter | Status: Constructed | ||
| Location: T24S, R36W, Sec. 26, NW SW NW | County: Kearny | ||
| Directions: from NE corner of Lakin: 1 mi E, 1 mi S, 5220 feet W, and 3335 feet N | |||
| Latitude: 37.9395325 | Longitude: -101.2478476 | Datum NAD 27 | |
| Latitude: 37.9395522 | Longitude: -101.2482953 | 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: 305 ft. | Elevation: ft. | |
| Static Water Level: 17 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Oct-1994 | Well Use: Irrigation | |
| DWR Applic. #: KE0055 | 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 scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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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 200 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: PVC | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 200 ft to 305 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: 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 2 ft. | top soil | |
| From: 2 ft. to 10 ft. | brown sandy clay | |
| From: 10 ft. to 24 ft. | medium coarse gravel, loose | |
| From: 24 ft. to 40 ft. | brown clay, sticky | |
| From: 40 ft. to 105 ft. | blue clay | |
| From: 105 ft. to 108 ft. | fine to medium sand and gravel | |
| From: 108 ft. to 120 ft. | brown clay | |
| From: 120 ft. to 146 ft. | brown sandy clay | |
| From: 146 ft. to 150 ft. | fine to medium sand, loose | |
| From: 150 ft. to 166 ft. | brown sandy clay | |
| From: 166 ft. to 181 ft. | fine to medium sand and gravel | |
| From: 181 ft. to 194 ft. | brown sandy clay | |
| From: 194 ft. to 245 ft. | fine to medium sand, loose | |
| From: 245 ft. to 250 ft. | brown sandy clay | |
| From: 250 ft. to 254 ft. | fine to medium sand and gravel, loose | |
| From: 254 ft. to 265 ft. | brown sandy clay | |
| From: 265 ft. to 277 ft. | fine to medium sand and gravel, loose | |
| From: 277 ft. to 302 ft. | yellow clay, 50% sandstone, tight | |
| From: 302 ft. to 305 ft. | shale | |