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Specific Water Well Detail |
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| Location Info | |||
| Owner: Deeds, Edwin R. | Status: Constructed | ||
| Location: T8S, R39W, Sec. 26, SW NW NW | County: Sherman | ||
| Directions: from E side of Goodland on Hwy 24, 3 mi E, 1 mi S, 4176 feet N, and 4777 feet W | |||
| Latitude: 39.3340438 | Longitude: -101.6498192 | Datum NAD 27 | |
| Latitude: 39.3340442 | Longitude: -101.6502675 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 290 ft. | Elevation: ft. | |
| Static Water Level: 176 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Jan-1994 | Well Use: Irrigation | |
| DWR Applic. #: 14606 | 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 185 ft to 290 ft
From: 2 ft to 0 ft From: 20 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: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | Top soil | |
| From: 4 ft. to 45 ft. | Brown clay | |
| From: 45 ft. to 51 ft. | Cemented sand | |
| From: 51 ft. to 72 ft. | Cemented sand, 15% clay | |
| From: 72 ft. to 78 ft. | Brown clay, 10% gravel streak | |
| From: 78 ft. to 88 ft. | Fine to medium sand and gravel | |
| From: 88 ft. to 96 ft. | Brown clay | |
| From: 96 ft. to 102 ft. | Cemented sand | |
| From: 102 ft. to 113 ft. | Fine to medium sand and gravel, 10% clay, loose | |
| From: 113 ft. to 116 ft. | Fine to medium sand and gravel, small hard streak | |
| From: 116 ft. to 127 ft. | Brown sandy clay | |
| From: 127 ft. to 176 ft. | Brown sandy clay, 15% cemented sand | |
| From: 176 ft. to 187 ft. | Fine to medium sand | |
| From: 187 ft. to 202 ft. | Brown sandy clay, small cemented sand strip | |
| From: 202 ft. to 208 ft. | Fine to medium sand and gravel | |
| From: 208 ft. to 216 ft. | Cemented sandstone, hard pull down | |
| From: 216 ft. to 232 ft. | Cemented sandstone, tight | |
| From: 232 ft. to 249 ft. | Fine to medium sand, loose | |
| From: 249 ft. to 251 ft. | White rock, hard pull down | |
| From: 251 ft. to 257 ft. | Fine to medium sand, loose | |
| From: 257 ft. to 266 ft. | Brown sandy clay | |
| From: 266 ft. to 275 ft. | Fine to medium sand | |
| From: 275 ft. to 286 ft. | Fine to medium sand and gravel, loose | |
| From: 286 ft. to 290 ft. | Yellow clay and shale | |