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Specific Water Well Detail |
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| Location Info | |||
| Owner: Martin, Karon | Status: Constructed | ||
| Location: T31S, R31W, Sec. 18, NE NE SW | County: Seward | ||
| Directions: from 190 and 83 Jct, S of Sublette: 8 mi E, 2 mi S, 2220' N, 2675' W | |||
| Latitude: 37.3503509 | Longitude: -100.7348852 | Datum NAD 27 | |
| Latitude: 37.3503725 | Longitude: -100.7353202 | 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: 415 ft. | Elevation: ft. | |
| Static Water Level: 264 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Sep-1989 | Well Use: Irrigation | |
| DWR Applic. #: 14396 | Other ID: Test 2 | |
| 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: 310 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 310 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: 310 ft to 415 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: 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 10 ft. | fine sand | |
| From: 10 ft. to 23 ft. | brown sandy clay | |
| From: 23 ft. to 40 ft. | brown sandy clay - white rock mixed | |
| From: 40 ft. to 70 ft. | brown sandy clay | |
| From: 70 ft. to 104 ft. | brown clay | |
| From: 104 ft. to 135 ft. | fine to medium sand and gravel - loose | |
| From: 135 ft. to 143 ft. | brown clay | |
| From: 143 ft. to 158 ft. | fine to medium sand and gravel - loose | |
| From: 158 ft. to 172 ft. | fine to medium sand and gravel - 10% clay | |
| From: 172 ft. to 183 ft. | brown sandy clay | |
| From: 183 ft. to 268 ft. | fine to medium sand and gravel - loose | |
| From: 268 ft. to 279 ft. | blue clay | |
| From: 279 ft. to 393 ft. | fine to medium sand and gravel | |
| From: 393 ft. to 406 ft. | fine to medium sand and gravel - 10% clay | |
| From: 406 ft. to 410 ft. | blue clay | |
| From: 410 ft. to 425 ft. | white clay | |
| From: 425 ft. to 440 ft. | brown clay | |
| From: 440 ft. to 470 ft. | blue shale - hard | |