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Specific Water Well Detail |
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| Location Info | |||
| Owner: Anderson, Virginia R., and others | Status: Constructed | ||
| Location: T24S, R35W, Sec. 32, W2 NW NW SW | County: Kearny | ||
| Directions: from Deerfield: 1 mi SE, 1.75 mi SW on River Rd, 2.75 mi S, 1 mi W, 5205 feet W, and 2230 feet N | |||
| Latitude: 37.9218005 | Longitude: -101.1937512 | Datum NAD 27 | |
| Latitude: 37.9218211 | Longitude: -101.1941986 | 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: 100 ft. | Elevation: ft. | |
| Static Water Level: 23.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Dec-1994 | Well Use: Irrigation | |
| DWR Applic. #: KE 46 | 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 35 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: 35 ft to 100 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: NE | Distance: 999 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 8 ft. | fine to medium sand and gravel, loose | |
| From: 8 ft. to 38 ft. | medium coarse gravel, loose | |
| From: 38 ft. to 56 ft. | coarse gravel, loose | |
| From: 56 ft. to 67 ft. | brown sandy clay | |
| From: 67 ft. to 71 ft. | fine to medium sand and gravel, 10% clay | |
| From: 71 ft. to 83 ft. | brown sandy clay | |
| From: 83 ft. to 87 ft. | fine to medium sand and gravel | |
| From: 87 ft. to 92 ft. | yellow clay | |
| From: 92 ft. to 140 ft. | blue shale | |