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Specific Water Well Detail |
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| Location Info | |||
| Owner: St. Thomas Moore Catholic Church | Status: Constructed | ||
| Location: T10S, R7E, Sec. 2, SE SW SE SE | County: Riley | ||
| Directions: 2900 Kimball Ave, Manhattan | |||
| Latitude: 39.2043687 | Longitude: -96.6101693 | Datum NAD 27 | |
| Latitude: 39.204366 | Longitude: -96.610451 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.204366 | GPS Longitude: -96.610451 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 75 ft. | Elevation: 1142 ft. | |
| Static Water Level: 36 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 25-Mar-2020 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 47 ft. | ||
| Bore hole diameter: 10 inches to 75 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 75 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 45 ft to 65 ft | |
| Gravel pack intervals | From: 24 ft to 75 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 24 ft | |
| Source of Possible Contamination | ||
| Source: Church | ||
| Direction from well: E | Distance: 40 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | clay | |
| From: 4 ft. to 9 ft. | silty clay | |
| From: 9 ft. to 47 ft. | sandy clay | |
| From: 47 ft. to 49 ft. | fine sand | |
| From: 49 ft. to 55 ft. | fine and medium sand | |
| From: 55 ft. to 64 ft. | coarse sand | |
| From: 64 ft. to 72 ft. | clay | |
| From: 72 ft. to 75 ft. | limestone | |