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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T10S, R10E, Sec. 5, NE NE NE | County: Pottawatomie | ||
| Directions: Wamego Elementary parking lot - from Kaw Valley and Say Rd: 200' SW | |||
| Latitude: 39.2163753 | Longitude: -96.3162877 | Datum NAD 27 | |
| Latitude: 39.2163719 | Longitude: -96.3165636 | 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: 73.3 ft. | Elevation: 1059.45 ft. | |
| Static Water Level: 49.89 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jun-2004 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: S705/MW09 D | |
| Driller Info | ||
| Driller: US Army Corp of Engineers | License #: | |
| 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 3 ft. | top soil and fill | |
| From: 3 ft. to 14.9 ft. | sandy clay, reddish brown | |
| From: 14.9 ft. to 30 ft. | coarse sand and gravel, brown | |
| From: 30 ft. to 41 ft. | silt, tan, dense | |
| From: 41 ft. to 57 ft. | silt, tan, with sand and clay lenses | |
| From: 57 ft. to 73.5 ft. | medium to fine sand with coarse zones | |