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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ardery, Ross | Status: Constructed | ||
| Location: T26S, R31W, Sec. 15, NW SW NW | County: Finney | ||
| Directions: from Hwy 50, Pierceville: 4 mi S, 0.33 mi W, 3.33 mi S, 3212 feet N, 5098 feet W (lith - nearby test well 3) | |||
| Latitude: 37.7904839 | Longitude: -100.7049193 | Datum NAD 27 | |
| Latitude: 37.7905073 | Longitude: -100.7053545 | 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: 350 ft. | Elevation: ft. | |
| Static Water Level: 195 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-May-2009 | Well Use: Irrigation | |
| DWR Applic. #: 20185 | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 265 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: | |
| Screen-perforated intervals | From: 265 ft to 350 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | topsoil | |
| From: 1 ft. to 34 ft. | sandy brown clay | |
| From: 34 ft. to 60 ft. | fine to medium sand and gravel - some coarse | |
| From: 60 ft. to 87 ft. | fine to medium sand and gravel with strips of brown clay | |
| From: 87 ft. to 98 ft. | brown sandy clay | |
| From: 98 ft. to 109 ft. | fine to medium sand and gravel with strips of brown clay | |
| From: 109 ft. to 122 ft. | brown clay | |
| From: 122 ft. to 139 ft. | fine to medium sand and gravel with strips of brown clay | |
| From: 139 ft. to 158 ft. | brown clay | |
| From: 158 ft. to 173 ft. | fine to medium sand and gravel with strips of brown clay | |
| From: 173 ft. to 184 ft. | white clay | |
| From: 184 ft. to 201 ft. | brown clay | |
| From: 201 ft. to 214 ft. | fine to medium sand with layers of brown clay | |
| From: 214 ft. to 228 ft. | hard brown clay with strips of sand - 30% sand | |
| From: 228 ft. to 262 ft. | brown clay with strips of sand - 10% sand | |
| From: 262 ft. to 272 ft. | fine to medium sand and gravel | |
| From: 272 ft. to 301 ft. | brown clay with strips of sand - 50% sand | |
| From: 301 ft. to 332 ft. | fine to medium sand and gravel with yellow and brown rock with strips of brown clay | |
| From: 332 ft. to 333 ft. | brown clay | |
| From: 333 ft. to 336 ft. | fine sand | |
| From: 336 ft. to 344 ft. | brown clay with yellow clay and some brown rock - 5% - fine sand 10% | |
| From: 344 ft. to 350 ft. | shale | |