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Specific Water Well Detail |
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| Location Info | |||
| Owner: Parr, Howard | Status: Constructed | ||
| Location: T11S, R13E, Sec. 3, SE SW NE | County: Shawnee | ||
| Directions: from Rossville: 1 mi S, .75 mi W | |||
| Latitude: 39.123864 | Longitude: -95.9524639 | Datum NAD 27 | |
| Latitude: 39.1238628 | Longitude: -95.9527313 | 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: 45 ft. | Elevation: ft. | |
| Static Water Level: 17 ft. | Est. Yield: 1000 gpm. | |
| Comp. Date: 15-Mar-1995 | Well Use: Irrigation | |
| DWR Applic. #: 5845 | 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: 17 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 26 ft after 1 hours pumping 850 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 16 in. to 25 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: 25 ft to 45 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 17 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: N | Distance: 999 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | black top soil | |
| From: 1 ft. to 19 ft. | brown and gray silt | |
| From: 19 ft. to 23 ft. | small brown sand and gray clay | |
| From: 23 ft. to 32 ft. | medium brown gravel | |
| From: 32 ft. to 38 ft. | small-medium gray gravel | |
| From: 38 ft. to 45 ft. | medium-large gray gravel and large cobbles | |
| From: 45 ft. to ft. | weathered shale | |