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Specific Water Well Detail |
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| Location Info | |||
| Owner: Watson, John | Status: Constructed | ||
| Location: T32S, R32W, Sec. 32, NE SW SE | County: Seward | ||
| Directions: Jct N of Cimarron bridge on Hwy 83, 3 mi E, .75 mi S, .25 mi W | |||
| Latitude: 37.2163969 | Longitude: -100.8205887 | Datum NAD 27 | |
| Latitude: 37.2164184 | Longitude: -100.8210259 | 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: 392 ft. | Elevation: ft. | |
| Static Water Level: 210 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 29-Dec-1980 | Well Use: Irrigation | |
| DWR Applic. #: 32507 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 252 ft to 392 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 18 ft. | fine sand | |
| From: 18 ft. to 72 ft. | brown clay | |
| From: 72 ft. to 176 ft. | fine to coarse sand and gravel | |
| From: 176 ft. to 200 ft. | fine to coarse sand with few clay streaks | |
| From: 200 ft. to 331 ft. | fine to coarse sand | |
| From: 331 ft. to 392 ft. | fine to coarse sand with very few clay streaks | |
| From: 392 ft. to 400 ft. | red bed | |