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Specific Water Well Detail |
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| Location Info | |||
| Owner: Poppelreiter, John | Status: Constructed | ||
| Location: T10S, R12E, Sec. 36, C S2 SE | County: Shawnee | ||
| Directions: from Rossville: 3.5 mi E on Maple Hill Rd, 0.75 mi S, and 0.25 mi E | |||
| Latitude: 39.1313537 | Longitude: -96.0215917 | Datum NAD 27 | |
| Latitude: 39.1313522 | Longitude: -96.0218611 | 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: 42 ft. | Elevation: ft. | |
| Static Water Level: 18 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 11-Feb-2003 | Well Use: Irrigation | |
| DWR Applic. #: 44382 | 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 |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | sandy loam | |
| From: 1 ft. to 13 ft. | brown and gray clay | |
| From: 13 ft. to 17 ft. | medium gray gravel | |
| From: 17 ft. to 29 ft. | medium-large gray gravel | |
| From: 29 ft. to 32 ft. | medium-large gray gravel and gray clay | |
| From: 32 ft. to 42 ft. | medium gray gravel | |
| From: 42 ft. to ft. | brown shale | |
