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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mace, E K | Status: Constructed | ||
| Location: T28S, R24W, Sec. 7, NW SE NE | County: Ford | ||
| Directions: from Dodge City on Hwy 283: 6.5 mi S, 1.75 mi E, .25 mi S | |||
| Latitude: 37.6292638 | Longitude: -99.9821196 | Datum NAD 27 | |
| Latitude: 37.6292846 | Longitude: -99.9825312 | 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: 230 ft. | Elevation: ft. | |
| Static Water Level: 156 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-May-1988 | Well Use: Irrigation | |
| DWR Applic. #: 23510 | 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 185 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: Galvanized Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 185 ft to 230 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: | ||
| 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 84 ft. | brown clay | |
| From: 84 ft. to 132 ft. | brown sandy clay | |
| From: 132 ft. to 142 ft. | fine sand 50% clay | |
| From: 142 ft. to 155 ft. | fine to medium sand and gravel (loose) | |
| From: 155 ft. to 182 ft. | fine to medium sand and gravel streak of gravel medium coarse (loose) | |
| From: 182 ft. to 185 ft. | fine sand tight | |
| From: 185 ft. to 197 ft. | fine to medium sand and gravel (loose) | |
| From: 197 ft. to 215 ft. | brown sandy clay | |
| From: 215 ft. to 219 ft. | brown white rock cement (loose) | |
| From: 219 ft. to 254 ft. | brown sandy clay | |
| From: 254 ft. to 282 ft. | yellow clay | |
| From: 282 ft. to 284 ft. | shale | |