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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smith, Byron C. | Status: Constructed | ||
| Location: T33S, R43W, Sec. 12, C SE NW | County: Morton | ||
| Directions: From Elkhart, North to mile post 16, 2 miles West, 1 mile South, 0.5 mile West, 0.5 mile South, and 600 feet West | |||
| Latitude: 37.1942825 | Longitude: -101.9467733 | Datum NAD 27 | |
| Latitude: 37.1943048 | Longitude: -101.9472212 | 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: 454 ft. | Elevation: ft. | |
| Static Water Level: 62 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Feb-1992 | Well Use: Irrigation | |
| DWR Applic. #: 40246 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Everett Miller Gearhead & Pump Repair | License #: 514 | |
| 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: 62 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 320 ft after 4 hours pumping 1300 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 110 ft
Diam: 16 in. to 390 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: None | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 100 ft to 320 ft
From: 390 ft to 422 ft From: 422 ft to 442 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 10 ft. | surface | |
| From: 10 ft. to 65 ft. | clay and sandy clay | |
| From: 65 ft. to 95 ft. | sand and small gravel | |
| From: 95 ft. to 99 ft. | clay and sandy clay | |
| From: 99 ft. to 114 ft. | sand and small gravel mostly clean | |
| From: 114 ft. to 120 ft. | sandy clay | |
| From: 120 ft. to 148 ft. | sand (fine grain some clay streaks) | |
| From: 148 ft. to 174 ft. | red sand fine grain few clay red streaks | |
| From: 174 ft. to 180 ft. | broken rock and gravel (mostly clean) | |
| From: 180 ft. to 250 ft. | gray tan sandrock | |
| From: 250 ft. to 320 ft. | red sandrock red clay streaks | |
| From: 320 ft. to 422 ft. | red clay and shale | |
| From: 422 ft. to 441 ft. | white gray sandrock most hard | |
| From: 441 ft. to 455 ft. | red clay and shale | |