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Specific Water Well Detail |
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| Location Info | |||
| Owner: Thomas, Charles | Status: Constructed | ||
| Location: T10S, R13E, Sec. 10, SE NW SE | County: Shawnee | ||
| Directions: from Rossville: 2.5 mi N on Rossville Rd, NW 74th , .5 mi E to Carlson Rd, 1 mi N, .25 mi W, .25 mi S | |||
| Latitude: 39.1921276 | Longitude: -95.948292 | Datum NAD 27 | |
| Latitude: 39.1921253 | Longitude: -95.9485597 | 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: 57 ft. | Elevation: ft. | |
| Static Water Level: 16 ft. | Est. Yield: 200 gpm. | |
| Comp. Date: 20-Aug-1995 | Well Use: Irrigation | |
| DWR Applic. #: 40735 | 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: 16 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 43 ft after 1 hours pumping 200 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 16 in. to 37 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: 37 ft to 57 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | 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 3 ft. | heavy black top soil | |
| From: 3 ft. to 7 ft. | brown sandy silt | |
| From: 7 ft. to 22 ft. | brown and gray clay | |
| From: 22 ft. to 26 ft. | small-medium brown creek gravel | |
| From: 26 ft. to 41 ft. | gray clay | |
| From: 41 ft. to 43 ft. | small-medium creek gravel | |
| From: 43 ft. to 50 ft. | large gray creek gravel | |
| From: 50 ft. to 57 ft. | medium-large creek gravel and gray clay | |
| From: 57 ft. to ft. | gray shale | |