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Specific Water Well Detail |
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| Location Info | |||
| Owner: Caterpillar Works tools, Inc. | Status: Constructed | ||
| Location: T10S, R10E, Sec. 3, SW SE SW | County: Pottawatomie | ||
| Directions: 600 Balderson Ave, Wamego | |||
| Latitude: 39.2038579 | Longitude: -96.2897812 | Datum NAD 27 | |
| Latitude: 39.2038546 | Longitude: -96.2900565 | 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: 39 ft. | Elevation: ft. | |
| Static Water Level: 31.8 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Apr-2007 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 R | |
| Driller Info | ||
| Driller: Associated Environmental, Inc. | License #: 585 | |
| 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 1 ft. | soil, dark brown clay, loam | |
| From: 1 ft. to 8.5 ft. | silty clay, gray to brown | |
| From: 8.5 ft. to 17.5 ft. | pea gravel | |
| From: 17.5 ft. to 21.5 ft. | silt with some clay, brown | |
| From: 21.5 ft. to 31 ft. | silty clay, brown, soft | |
| From: 31 ft. to 39 ft. | fine-coarse sand | |