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Specific Water Well Detail |
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| Location Info | |||
| Owner: Elder and Vaughn | Status: Constructed | ||
| Location: T32S, R33W, Sec. 13, SE SW SE | County: Seward | ||
| Directions: from Liberal: N to hwy 83 and 160 jct, 1 mi E, 1 mi S, .5 mi W, N into site | |||
| Latitude: 37.2581289 | Longitude: -100.855898 | Datum NAD 27 | |
| Latitude: 37.2581505 | Longitude: -100.8563359 | 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: 360 ft. | Elevation: ft. | |
| Static Water Level: 160 ft. | Est. Yield: 90 gpm. | |
| Comp. Date: 26-Dec-1995 | Well Use: Oil Field Water Supply | |
| DWR Applic. #: 960022 | Other ID: Clawson 1-13 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Howard Drilling Company AG, LLC | License #: 430 | |
| 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: 160 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 170 ft after 1 hours pumping 90 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 6 in. to 360 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: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 300 ft to 360 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, | From: 0 to 16 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Oil well/gas well | ||
| Direction from well: W | Distance: 120 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil and clay | |
| From: 2 ft. to 63 ft. | clay | |
| From: 63 ft. to 84 ft. | sandy clay | |
| From: 84 ft. to 93 ft. | coarse sand and sandy clay | |
| From: 93 ft. to 132 ft. | sand | |
| From: 132 ft. to 186 ft. | coarse sand and small gravel | |
| From: 186 ft. to 200 ft. | sandy clay and coarse sand | |
| From: 200 ft. to 224 ft. | coarse sand and clay streaks | |
| From: 224 ft. to 250 ft. | coarse sand | |
| From: 250 ft. to 260 ft. | sand with clay streaks | |
| From: 260 ft. to 360 ft. | coarse sand and small gravel | |