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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T9S, R10E, Sec. 32, NW NW SE | County: Pottawatomie | ||
| Directions: from Columbian and Say Rd: .25 mi N | |||
| Latitude: 39.2235646 | Longitude: -96.3230297 | Datum NAD 27 | |
| Latitude: 39.2235612 | Longitude: -96.3233057 | 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: 88.3 ft. | Elevation: 1091.37 ft. | |
| Static Water Level: 82.11 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jun-2004 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: S 7-05, MW 03-S | |
| 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 5 ft. | top soil and fill | |
| From: 5 ft. to 17.3 ft. | sandy clay, reddish brown | |
| From: 17.3 ft. to 33 ft. | coarse sand, orange brown | |
| From: 33 ft. to 74.5 ft. | silt, tan, dense | |
| From: 74.5 ft. to 77 ft. | silt, tan, with sand and clay lenses | |
| From: 77 ft. to 90 ft. | medium to fine sand with coarse zones, chert gravel, saturated below 80 feet | |