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Specific Water Well Detail |
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| Location Info | |||
| Owner: Reed, Mike | Status: Constructed | ||
| Location: T23S, R32W, Sec. 34, NE | County: Finney | ||
| Directions: from Garden City, 2 mi E on HWY 156, .5 mi N, .25 mi W | |||
| Latitude: 38.0146838 | Longitude: -100.8150266 | Datum NAD 27 | |
| Latitude: 38.0147061 | Longitude: -100.8154633 | 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: 100 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Mar-1985 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| Scanned Form | View scan |
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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: PVC
Casing Joints: |
Diam: 5 in. to 230 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: Saw cut | |
| Screen-perforated intervals | From: 230 ft to 260 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: 5 to 15 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: 200 ft. to 235 ft. | brown clay | |
| From: 235 ft. to 247 ft. | fine to medium sand and gravel, yellow rock | |
| From: 247 ft. to 250 ft. | brown sandy clay | |
| From: 250 ft. to 260 ft. | fine to medium sand and gravel, yellow rock | |
| From: 260 ft. to 270 ft. | yellow clay | |