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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lind, Becky | Status: Constructed | ||
| Location: T11S, R8E, Sec. 6, SE NE SW SW | County: Riley | ||
| Directions: 3550 McDowell Creek Rd, Manhattan | |||
| Latitude: 39.1188484 | Longitude: -96.5889617 | Datum NAD 27 | |
| Latitude: 39.118848 | Longitude: -96.589244 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.118848 | GPS Longitude: -96.589244 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 78 ft. | Elevation: ft. | |
| Static Water Level: 33 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 23-Jun-2021 | Well Use: Domestic | |
| 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: 41 ft. | ||
| Bore hole diameter: 10 inches to 78 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 78 ft | |
| Casing height above land surface: 24 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: 58 ft to 78 ft | |
| Gravel pack intervals | From: 23 ft to 78 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: SW | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | clay, brown | |
| From: 6 ft. to 9 ft. | clay, tan | |
| From: 9 ft. to 15 ft. | fine sand | |
| From: 15 ft. to 23 ft. | clay, brown | |
| From: 23 ft. to 41 ft. | clay, gray | |
| From: 41 ft. to 52 ft. | fine to medium sand | |
| From: 52 ft. to 53 ft. | clay, gray | |
| From: 53 ft. to 62 ft. | fine to medium sand | |
| From: 62 ft. to 78 ft. | medium to coarse sand and pea gravel | |