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Specific Water Well Detail |
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| Location Info | |||
| Owner: Humphreys, Bill | Status: Constructed | ||
| Location: T24S, R24W, Sec. 6, NE SW SW | County: Hodgeman | ||
| Directions: from Garden City: E on Hwy 156 to 14th St Rd, 5 mi S, 3 mi E, 1 mi S, .5 mi W, .25 mi N | |||
| Latitude: 37.9883474 | Longitude: -100.0054411 | Datum NAD 27 | |
| Latitude: 37.9883661 | Longitude: -100.0058512 | 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: 88 ft. | Elevation: ft. | |
| Static Water Level: 56 ft. | Est. Yield: 300 gpm. | |
| Comp. Date: 29-Oct-1975 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 65 ft to 85 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| 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 5 ft. | brown clay | |
| From: 5 ft. to 50 ft. | brown clay and white rock | |
| From: 50 ft. to 54 ft. | fine to medium sand and gravel, 10% clay, fairly loose | |
| From: 54 ft. to 65 ft. | brown sandy clay | |
| From: 65 ft. to 85 ft. | fine to medium sand and gravel with white rock, loose | |
| From: 85 ft. to 88 ft. | brown and yellow clay with white rock, hard | |
| From: 88 ft. to 90 ft. | shale, hard | |