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Specific Water Well Detail |
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| Location Info | |||
| Owner: Peterson, Lyle | Status: Constructed | ||
| Location: T9S, R9E, Sec. 15, SW SW SE | County: Pottawatomie | ||
| Directions: from Elizas Rd and Vineyard Rd, 0.1 mi N/NE, Wamego | |||
| Latitude: 39.2626655 | Longitude: -96.3971537 | Datum NAD 27 | |
| Latitude: 39.262663 | Longitude: -96.397435 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.262663 | GPS Longitude: -96.397435 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: 1088 ft. | |
| Static Water Level: 63 ft. | Est. Yield: 8.5 gpm. | |
| Comp. Date: 20-Jan-2026 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Flint Hills Drlg #914 | License #: 914 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 6 in. to 80 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 120 ft | |
| Gravel pack intervals | From: 25 ft to 120 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | clay | |
| From: 5 ft. to 22 ft. | sandy clay, tan | |
| From: 22 ft. to 37 ft. | clay, gray | |
| From: 37 ft. to 42 ft. | fine sand | |
| From: 42 ft. to 50 ft. | clay, gray | |
| From: 50 ft. to 88 ft. | sandy clay, gray | |
| From: 88 ft. to 91 ft. | fine to coarse gravel | |
| From: 91 ft. to 120 ft. | shale, unweathered, gray | |