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Specific Water Well Detail |
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| Location Info | |||
| Owner: Irons, Don | Status: Constructed | ||
| Location: T29S, R24W, Sec. 6, NE NE SW | County: Ford | ||
| Directions: from SE corner of Dodge City: 13 mi S on Hwy 283, 2 mi E, 2123' N, 2763' W | |||
| Latitude: 37.5523548 | Longitude: -99.9889134 | Datum NAD 27 | |
| Latitude: 37.552376 | Longitude: -99.9893256 | 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: 290 ft. | Elevation: ft. | |
| Static Water Level: 139 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-May-1995 | Well Use: Irrigation | |
| DWR Applic. #: 12,5251 and 12,563 | 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: Steel
Casing Joints: |
Diam: 160 in. to 2800 ft
Diam: 20 in. to 290 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: Concrete Tile | Screen Openings: Torch cut | |
| Screen-perforated intervals | From: 160 ft to 280 ft
From: 280 ft to 290 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: 95 to 155 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 2 ft. | top soil | |
| From: 2 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 57 ft. | brown sandy clay | |
| From: 57 ft. to 83 ft. | brown clay brown rock mixed | |
| From: 83 ft. to 96 ft. | brown sandy clay cemented sand mixed-pull down | |
| From: 96 ft. to 107 ft. | brown clay white rock mixed | |
| From: 107 ft. to 111 ft. | fine to medium sand | |
| From: 111 ft. to 134 ft. | brown clay | |
| From: 134 ft. to 141 ft. | fine to medium sand | |
| From: 141 ft. to 149 ft. | brown sandy clay | |
| From: 149 ft. to 157 ft. | fine to medium sand | |
| From: 157 ft. to 180 ft. | fine to medium sand-loose | |
| From: 180 ft. to 186 ft. | gray clay white rock mixed-tight | |
| From: 186 ft. to 194 ft. | sandstone - small clay streak | |
| From: 194 ft. to 203 ft. | brown sandy clay-small sandstone strip | |
| From: 203 ft. to 278 ft. | sandstone-15% clay-pull down | |
| From: 278 ft. to 284 ft. | yellow clay | |
| From: 284 ft. to 290 ft. | shale | |