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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schultz, Donald L. | Status: Constructed | ||
| Location: T9S, R30W, Sec. 5, SE NW SW | County: Sheridan | ||
| Directions: from Oakley: 9 mi E on Old Hwy 40, 12 mi N, 4300' W, 1503' N | |||
| Latitude: 39.2971119 | Longitude: -100.6988026 | Datum NAD 27 | |
| Latitude: 39.2971176 | Longitude: -100.6992267 | 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: 140 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jun-1994 | Well Use: Irrigation | |
| DWR Applic. #: 14765 | 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 155 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: 155 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: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | Top soil | |
| From: 1 ft. to 38 ft. | Brown | |
| From: 38 ft. to 50 ft. | Brown clay strip of whit rock mixed | |
| From: 50 ft. to 62 ft. | Brown sandy clay | |
| From: 62 ft. to 79 ft. | Fine to medium sand and gravel | |
| From: 79 ft. to 88 ft. | Cemented sandstone tight | |
| From: 88 ft. to 100 ft. | Brown clay | |
| From: 100 ft. to 107 ft. | Fine to medium sand and gravel | |
| From: 107 ft. to 110 ft. | Cemented sandstone | |
| From: 110 ft. to 129 ft. | Fine to medium sand and gravel loose | |
| From: 129 ft. to 142 ft. | Brown sandy clay | |
| From: 142 ft. to 148 ft. | Fine to medium sand and gravel loose | |
| From: 148 ft. to 155 ft. | Brown sandy clay | |
| From: 155 ft. to 161 ft. | Fine to medium sand and gravel | |
| From: 161 ft. to 166 ft. | Brown sandy clay small gravel strip | |
| From: 166 ft. to 186 ft. | Fine to medium sand and gravel loose | |
| From: 186 ft. to 189 ft. | Brown sandy clay | |
| From: 189 ft. to 203 ft. | Fine to medium sand and gravel loose | |
| From: 203 ft. to 207 ft. | Gray yellow clay | |
| From: 207 ft. to 209 ft. | Fine to medium sand | |
| From: 209 ft. to 215 ft. | Gray yellow clay | |
| From: 215 ft. to 222 ft. | Fine to medium sand and gravel | |
| From: 222 ft. to 233 ft. | Gray yellow clay | |
| From: 233 ft. to 245 ft. | Shale | |