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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, Manhattan | |||
| 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: 33.5 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Dec-2003 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MMW 01 | |
| 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. | asphalt and gravel | |
| From: .8 ft. to 10 ft. | fine sand, brown | |
| From: 10 ft. to 11.5 ft. | silty sand with trace clay, brown | |
| From: 11.5 ft. to 15 ft. | fine sand | |
| From: 15 ft. to 16 ft. | silty sand | |
| From: 16 ft. to 17 ft. | clayey silt | |
| From: 17 ft. to 19 ft. | silty clay | |
| From: 19 ft. to 24 ft. | silt with clay, dark brown | |
| From: 24 ft. to 26 ft. | sand, silt, trace clay | |
| From: 26 ft. to 35 ft. | medium to very coarse sand | |
