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Specific Water Well Detail |
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| Location Info | |||
| Owner: Coleman, Suzie | Status: Constructed | ||
| Location: T8S, R22E, Sec. 26, NW SW NW | County: Leavenworth | ||
| Directions: 1109 S 11th St - from 1100 Metropolitan Ave: S, Leavenworth | |||
| Latitude: 39.3274834 | Longitude: -94.9352673 | Datum NAD 27 | |
| Latitude: 39.3274831 | Longitude: -94.9355091 | 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: 20 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Jan-1998 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 7 | |
| Driller Info | ||
| Driller: Funkee Drilling 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?: | ||
| 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 .6 ft. | asphalt | |
| From: .6 ft. to 1.5 ft. | rock base | |
| From: 1.5 ft. to 3 ft. | top soil | |
| From: 3 ft. to 8 ft. | brown silty clay | |
| From: 8 ft. to 12 ft. | brown tan moist clay | |
| From: 12 ft. to 19 ft. | tan silty clay | |
| From: 19 ft. to 20 ft. | tan weathered shale to limestone | |