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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wild, William S. | Status: Constructed | ||
| Location: T10S, R12E, Sec. 36, NE SW SW | County: Shawnee | ||
| Directions: from NW Rossville: on US 24, NW 54th, 3 mi W to Maple Hill Rd, 1 mi S, .25 mi W, .33 mi N | |||
| Latitude: 39.1323191 | Longitude: -96.032139 | Datum NAD 27 | |
| Latitude: 39.1323176 | Longitude: -96.0324085 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 43 ft. | Elevation: ft. | |
| Static Water Level: 18 ft. | Est. Yield: 200 gpm. | |
| Comp. Date: 15-Mar-1992 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: 18 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 8 in. to 38 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: Saw cut | |
| Screen-perforated intervals | From: 38 ft to 43 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 18 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | brown top soil | |
| From: 2 ft. to 21 ft. | fine brown sandy silt | |
| From: 21 ft. to 23 ft. | small-medium brown gravel and gray clay | |
| From: 23 ft. to 25 ft. | medium gray gravel | |
| From: 25 ft. to 29 ft. | small-medium gray gravel and gray clay | |
| From: 29 ft. to 33 ft. | fine gray sand | |
| From: 33 ft. to 38 ft. | small-medium gray gravel and gray clay | |
| From: 38 ft. to 43 ft. | medium-large gray gravel | |