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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Manhattan | Status: Constructed | ||
| Location: T10S, R8E, Sec. 18, SE SW SW | County: Riley | ||
| Directions: Between 10th and 11th st, N of Fort Riley Blvd, Mahattan | |||
| Latitude: 39.1754643 | Longitude: -96.5825411 | Datum NAD 27 | |
| Latitude: 39.1754614 | Longitude: -96.5828218 | 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: 35 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Dec-2003 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MMW 03 | |
| Driller Info | ||
| Driller: Funkee Drilling Service | License #: 575 | |
| 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 .8 ft. | gravel, asphalt | |
| From: .8 ft. to 1.5 ft. | coke with silt and sand, black, brown | |
| From: 1.5 ft. to 16 ft. | light brown fine sand, well-sorted, loose | |
| From: 16 ft. to 19 ft. | interbedded silt and sand layers | |
| From: 19 ft. to 21 ft. | fine sand, loose, well-sorted | |
| From: 21 ft. to 30 ft. | silt with clay and sand, brown, damp | |
| From: 30 ft. to 35 ft. | coarse sand, dark gray, poorly sorted, wet | |
