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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rex's Tire | Status: Constructed | ||
| Location: T10S, R7E, Sec. 11, SE SE SE | County: Riley | ||
| Directions: 2829 Anderson Ave, Manhattan | |||
| Latitude: 39.1900951 | Longitude: -96.6083743 | Datum NAD 27 | |
| Latitude: 39.1900921 | Longitude: -96.6086559 | 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: 16.5 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Nov-1997 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 6 | |
| Driller Info | ||
| Driller: Kurtz Environmental Service | License #: 575 | |
| 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?: | ||
| Ground water encountered: 0 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: 200 in. to 600 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: 16 ft to 60 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, Bentonite | From: 20 to 300 ft
From: 4.5 to 2.5 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: E | Distance: 15 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 15.5 ft. | brown silty clay | |
| From: 15.5 ft. to 16.3 ft. | bedrock limestone | |