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Specific Water Well Detail |
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| Location Info | |||
| Owner: Farly, John | Status: Constructed | ||
| Location: T9S, R8E, Sec. 31, SE SE SE | County: Riley | ||
| Directions: 2923 Nelsons Landing, Manhattan | |||
| Latitude: 39.2194172 | Longitude: -96.5593056 | Datum NAD 27 | |
| Latitude: 39.2194139 | Longitude: -96.5595859 | 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: 40 ft. | Elevation: ft. | |
| Static Water Level: 30 ft. | Est. Yield: 8 gpm. | |
| Comp. Date: 20-Dec-1994 | Well Use: Domestic | |
| DWR Applic. #: RL 94246 | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drilling & Pump Service | License #: 451 | |
| 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: 30 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: 10 in. to 20 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: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 40 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: E | Distance: 70 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 28 ft. | brown clay | |
| From: 28 ft. to 32 ft. | medium sand | |
| From: 32 ft. to 40 ft. | coarse sand | |