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Specific Water Well Detail |
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| Location Info | |||
| Owner: Magellan Midstream Partners, LP | Status: Constructed | ||
| Location: T2S, R5E, Sec. 7, NW NW SE | County: Washington | ||
| Directions: S of Hanover Ave and Yukon Blvd (Mile Point 117) | |||
| Latitude: 39.8917979 | Longitude: -96.9075468 | Datum NAD 27 | |
| Latitude: 39.8918014 | Longitude: -96.9078504 | 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: 1290 ft. | |
| Static Water Level: 23.33 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Dec-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: GeoCore, Inc. | License #: 527 | |
| 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 .8 ft. | silty top soil, medium brown | |
| From: .8 ft. to 2 ft. | silty clay, medium brown | |
| From: 2 ft. to 9 ft. | silty clay, reddish brown | |
| From: 9 ft. to 10 ft. | weathered limestone, medium tan | |
| From: 10 ft. to 16 ft. | weathered shale, light tan | |
| From: 16 ft. to 32 ft. | weathered shale, medium gray | |
| From: 32 ft. to 40 ft. | weathered shale, dark reddish brown | |