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Specific Water Well Detail |
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| Location Info | |||
| Owner: Britt, Richard E. | Status: Constructed | ||
| Location: T10S, R7E, Sec. 28, E2 SE NE | County: Riley | ||
| Directions: from W edge of Manhattan: 1.5 mi W on K-18, 1.5 mi SW, .5 mi W, .75 mi N | |||
| Latitude: 39.1548397 | Longitude: -96.6455791 | Datum NAD 27 | |
| Latitude: 39.1548369 | Longitude: -96.6458614 | 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: 62 ft. | Elevation: ft. | |
| Static Water Level: 13 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 20-Mar-1984 | Well Use: Irrigation | |
| DWR Applic. #: 36,901 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Daniel H. Hoobler Drilling Co. | License #: 323 | |
| 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: 13 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 24 ft after 1 hours pumping 1000 gpm | ||
| Casing Info | ||
| Casing Type: ASBESTOS-CEMENT
Casing Joints: |
Diam: 16 in. to 39 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: Continuous slot | |
| Screen-perforated intervals | From: 62 ft to 52 ft
From: 0 ft to 0 ft From: 52 ft to 39 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 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 1 ft. | brown sandy loam | |
| From: 1 ft. to 9 ft. | fine brown silt | |
| From: 9 ft. to 10 ft. | fine brown sand | |
| From: 10 ft. to 12 ft. | small brown gravel | |
| From: 12 ft. to 16 ft. | fine brown sand | |
| From: 16 ft. to 21 ft. | medium-large brown gravel | |
| From: 21 ft. to 23 ft. | fine brown sand | |
| From: 23 ft. to 30 ft. | small-medium brown gravel | |
| From: 30 ft. to 32 ft. | small-medium brown gravel and gray clay | |
| From: 32 ft. to 34 ft. | small-medium brown sand | |
| From: 34 ft. to 58 ft. | small brown gravel | |
| From: 58 ft. to 62 ft. | medium-large brown gravel | |
| From: 62 ft. to ft. | hard brown shale | |