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Specific Water Well Detail |
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| Location Info | |||
| Owner: Commercial Bank | Status: Constructed | ||
| Location: T31S, R20E, Sec. 21, NE NW NW | County: Labette | ||
| Directions: 98 Main St, Parsons | |||
| Latitude: 37.3392538 | Longitude: -95.2272471 | Datum NAD 27 | |
| Latitude: 37.339314 | Longitude: -95.2274967 | 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: 14 ft. | Elevation: 904.69 ft. | |
| Static Water Level: 8.85 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Jul-2010 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 11 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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 .5 ft. | top soil | |
| From: .5 ft. to 4 ft. | silty clay, brown, hard, moist | |
| From: 4 ft. to 5 ft. | silty clay, tan, soft, weathered, dry | |
| From: 5 ft. to 5.5 ft. | limestone | |
| From: 5.5 ft. to 10 ft. | shale, tan, soft, weathered, dry | |
| From: 10 ft. to 11 ft. | silty clay, brown, soft, moist | |
| From: 11 ft. to 12 ft. | limestone | |
| From: 12 ft. to 14 ft. | silty clay, brown, soft, moist to wet | |