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Specific Water Well Detail |
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| Location Info | |||
| Owner: Timber Creek East Water District | Status: Constructed | ||
| Location: T10S, R8E, Sec. 10, SE SW NW NE | County: Pottawatomie | ||
| Directions: from E US Hwy 24 and Green Valley Rd, 0.25 mi N. east of Manhattan | |||
| Latitude: 39.200224 | Longitude: -96.509047 | Datum NAD 27 | |
| Latitude: 39.2002195 | Longitude: -96.5093212 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.200224 | GPS Longitude: -96.509047 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 71 ft. | Elevation: ft. | |
| Static Water Level: 32.19 ft. | Est. Yield: 0 gpm. | |
| Comp. Date: 21-Jun-2021 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Clarke Well & Equipment, Inc. | License #: 185 | |
| 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?: No | ||
| Ground water encountered: 32.1 ft. | ||
| Bore hole diameter: 9 inches to 75 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 49 ft | |
| Casing height above land surface: 24 in
Casing Weight: 2.36 lbs/ft Wall thickness or gauge no.: .215 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 49 ft to 69 ft | |
| Gravel pack intervals | From: 30 ft to 75 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 31 ft. | clay, brown | |
| From: 31 ft. to 70 ft. | coarse to fine sand and fine to coarse gravel | |
| From: 70 ft. to 74 ft. | limestone | |
| From: 74 ft. to 75 ft. | shale, black | |