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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schweer, Carlene | Status: Constructed | ||
| Location: T23S, R33W, Sec. 35, NE NW SE | County: Finney | ||
| Directions: from Hwy 83 and Mary: 1 mi N, 1 mi W, 0.25 mi N, 0.25 mi W, and 0.25 mi N | |||
| Latitude: 38.0103363 | Longitude: -100.9071186 | Datum NAD 27 | |
| Latitude: 38.0103597 | Longitude: -100.9075592 | 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: 335 ft. | Elevation: ft. | |
| Static Water Level: 147 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Aug-1993 | Well Use: Irrigation | |
| DWR Applic. #: 10701 | 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 form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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 190 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: 190 ft to 335 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 3 ft. | top soil | |
| From: 3 ft. to 31 ft. | brown clay | |
| From: 31 ft. to 34 ft. | brown clay - gravel streak | |
| From: 34 ft. to 132 ft. | brown clay | |
| From: 132 ft. to 155 ft. | brown clay white rock mixed - hard | |
| From: 155 ft. to 159 ft. | fine to medium sand gravel | |
| From: 159 ft. to 176 ft. | brown clay - strip of cemented sandstone - tight | |
| From: 176 ft. to 224 ft. | fine to medium sand gravel | |
| From: 224 ft. to 230 ft. | brown clay | |
| From: 230 ft. to 251 ft. | brown sandy clay | |
| From: 251 ft. to 262 ft. | fine to medium sand | |
| From: 262 ft. to 273 ft. | brown sandy clay | |
| From: 273 ft. to 276 ft. | fine to medium sand gravel | |
| From: 276 ft. to 281 ft. | cemented sandstone - gravel strip - hard pull down | |
| From: 281 ft. to 290 ft. | cemented sandstone- very hard pull down | |
| From: 290 ft. to 296 ft. | fine to medium sand gravel - tight | |
| From: 296 ft. to 305 ft. | brown sandy clay | |
| From: 305 ft. to 311 ft. | fine to medium sand gravel | |
| From: 311 ft. to 321 ft. | brown sandy clay | |
| From: 321 ft. to 327 ft. | fine to medium sand gravel - small yellow rock mixed | |
| From: 327 ft. to 332 ft. | brown clay - small strip gravel yellow rock | |
| From: 332 ft. to 336 ft. | yellow clay - hard pull down | |