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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fleming, Brandon and Jennifer | Status: Constructed | ||
| Location: T9S, R9E, Sec. 32, NE NE NE | County: Pottawatomie | ||
| Directions: from Manhattan: .5 mi E on 24 Hwy to Flush Rd, 2.5 mi N to Elm Street Rd, .5 mi E | |||
| Latitude: 39.2313171 | Longitude: -96.4275268 | Datum NAD 27 | |
| Latitude: 39.2313136 | Longitude: -96.4278045 | 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: 170 ft. | Elevation: ft. | |
| Static Water Level: 120 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 23-Jul-2009 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 | |
| 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 1 ft. | top soil | |
| From: 1 ft. to 105 ft. | brown clay | |
| From: 105 ft. to 128 ft. | sandy clay, brown | |
| From: 128 ft. to 138 ft. | fine sand | |
| From: 138 ft. to 162 ft. | coarse sand and fine gravel | |
| From: 162 ft. to 170 ft. | gray shale | |