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Specific Water Well Detail |
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| Location Info | |||
| Owner: US Army Corps of Engineers | Status: Constructed | ||
| Location: T10S, R10E, Sec. 5, NW NE NE | County: Pottawatomie | ||
| Directions: from Kaw Valley Rd and Say Rd, 1000 feet W, Wamego | |||
| Latitude: 39.2170014 | Longitude: -96.3188655 | Datum NAD 27 | |
| Latitude: 39.216999 | Longitude: -96.319144 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.216999 | GPS Longitude: -96.319144 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 74.7 ft. | Elevation: 1074 ft. | |
| Static Water Level: 63.4 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Jun-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 25 | |
| Driller Info | ||
| Driller: Plains Env. Services | License #: 709 | |
| 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 64.7 ft | |
| Casing height above land surface: 360 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 64.7 ft to 74.7 ft | |
| Gravel pack intervals | From: 65 ft to 75 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 63 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 16 ft. | fat clay | |
| From: 16 ft. to 29 ft. | clayey very fine sand | |
| From: 29 ft. to 33 ft. | silt | |
| From: 33 ft. to 42 ft. | lean clay | |
| From: 42 ft. to 50 ft. | limestone, highly weathered | |
| From: 50 ft. to 65 ft. | clayey fine sand | |
| From: 65 ft. to 75 ft. | well graded sand with clay | |