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Specific Water Well Detail |
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| Location Info | |||
| Owner: Unruh, Richard and Lana | Status: Constructed | ||
| Location: T27S, R31W, Sec. 10, SW SW NW | County: Haskell | ||
| Directions: from Pierceville: 10 mi S to County Line, 2 mi S, 2,870' N and 4,752' W | |||
| Latitude: 37.7154089 | Longitude: -100.7054405 | Datum NAD 27 | |
| Latitude: 37.7154328 | Longitude: -100.7058762 | 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: 290 ft. | Elevation: ft. | |
| Static Water Level: 219.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Mar-2010 | Well Use: Irrigation | |
| DWR Applic. #: 12777 | Other ID: test 5 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to 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 3 ft. | fine sand | |
| From: 3 ft. to 29 ft. | brown sandy clay | |
| From: 29 ft. to 35 ft. | white clay with strips of white rock | |
| From: 35 ft. to 42 ft. | brown sandy clay | |
| From: 42 ft. to 119 ft. | fine to medium sand and gravel, some coarse | |
| From: 119 ft. to 136 ft. | brown sandy clay | |
| From: 136 ft. to 147 ft. | fine to medium sand and gravel | |
| From: 147 ft. to 158 ft. | brown clay | |
| From: 158 ft. to 181 ft. | fine to medium sand and gravel with layers of brown clay | |
| From: 181 ft. to 190 ft. | brown sandy clay | |
| From: 190 ft. to 261 ft. | fine to medium sand and gravel with strips of brown sandy clay 15% | |
| From: 261 ft. to 268 ft. | fine to medium sand and gravel with layers of white clay and rock, tight | |
| From: 268 ft. to 338 ft. | brown sandy clay with strips of hard white rock | |
| From: 338 ft. to 352 ft. | brown sandy clay with 15% brown rock, tight | |
| From: 352 ft. to 368 ft. | brown, red and yellow clay with 30% brown rock, tight - 300 pull down | |
| From: 368 ft. to 380 ft. | shale - 400 pull down | |