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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schultz, Darren Lane | Status: Constructed | ||
| Location: T10S, R29W, Sec. 1, NE SE NE | County: Sheridan | ||
| Directions: from Grinnell: 6 mi E, 6 mi N, 1 mi E, 3775' N, 375' W | |||
| Latitude: 39.2154326 | Longitude: -100.4994405 | Datum NAD 27 | |
| Latitude: 39.2154392 | Longitude: -100.4998589 | 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: 185 ft. | Elevation: ft. | |
| Static Water Level: 106 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Jun-1995 | Well Use: Irrigation | |
| DWR Applic. #: 30,651 | 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: 16 in. to 110 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: 110 ft to 185 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: NE | Distance: 175 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | topsoil | |
| From: 2 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 35 ft. | fine to medium sand, pull down | |
| From: 35 ft. to 43 ft. | fine to medium sand and gravel | |
| From: 43 ft. to 50 ft. | brown sandy clay | |
| From: 50 ft. to 54 ft. | fine to medium sand and gravel | |
| From: 54 ft. to 61 ft. | cemented sandstone, pull down | |
| From: 61 ft. to 72 ft. | brown sandy clay cemented sandstone mixed | |
| From: 72 ft. to 80 ft. | fine to medium sand and gravel | |
| From: 80 ft. to 83 ft. | brown sandy clay | |
| From: 83 ft. to 101 ft. | fine to medium sand and gravel | |
| From: 101 ft. to 107 ft. | brown sandy clay | |
| From: 107 ft. to 131 ft. | fine to medium sand and gravel, loose | |
| From: 131 ft. to 134 ft. | brown clay cemented sandstone mixed, hard pull down | |
| From: 134 ft. to 167 ft. | brown sandy clay, 10% cemented sandstone mixed | |
| From: 167 ft. to 178 ft. | fine to medium sand and gravel | |
| From: 178 ft. to 184 ft. | yellow clay | |
| From: 184 ft. to 185 ft. | shale | |