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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fletcher, Walter | Status: Constructed | ||
| Location: T26S, R35W, Sec. 5, W2 NW NW | County: Kearny | ||
| Directions: from Lakin: 1 mi S, .25 mi E, 6 mi S, 3.75 mi E, 1.25 mi S, 5085 feet N, and 5040 feet W | |||
| Latitude: 37.8260198 | Longitude: -101.1795149 | Datum NAD 27 | |
| Latitude: 37.82604 | Longitude: -101.1799632 | 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: 550 ft. | Elevation: ft. | |
| Static Water Level: 90 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-May-1983 | Well Use: Irrigation | |
| DWR Applic. #: 20359 | 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 190 ft
Diam: 16 in. to 300 ft Diam: 16 in. to 340 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Galvanized Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 190 ft to 230 ft
From: 300 ft to 340 ft From: 450 ft to 550 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | top soil | |
| From: 6 ft. to 39 ft. | brown sandy clay | |
| From: 39 ft. to 125 ft. | fine to medium and coarse gravel, loose | |
| From: 125 ft. to 231 ft. | fine to medium sand and gravel, loose | |
| From: 231 ft. to 274 ft. | brown clay | |
| From: 274 ft. to 289 ft. | fine to medium sand and gravel, streaks of clay, tight, 30% | |
| From: 289 ft. to 305 ft. | brown clay | |
| From: 305 ft. to 360 ft. | fine to medium sand and gravel, streaks of clay 10%, loose | |
| From: 360 ft. to 379 ft. | brown clay | |
| From: 379 ft. to 395 ft. | fine to medium sand and gravel, streaks of clay, 30% | |
| From: 395 ft. to 447 ft. | brown sandy clay | |
| From: 447 ft. to 454 ft. | fine to medium sand and gravel, streaks of clay 10%, loose | |
| From: 454 ft. to 529 ft. | fine to medium sand and gravel, loose | |
| From: 529 ft. to 549 ft. | fine to medium sand and gravel, streaks of clay 10%, loose | |
| From: 549 ft. to 555 ft. | brown and gray clay, small streaks of gravel, tight | |
| From: 555 ft. to 558 ft. | brown and yellow clay, hard | |
| From: 558 ft. to 565 ft. | yellow and clay shale, hard | |
| From: 565 ft. to 620 ft. | shale, hard, small streaks red clay 10% | |