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Specific Water Well Detail |
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| Location Info | |||
| Owner: Craig, Jim | Status: Constructed | ||
| Location: T10S, R7E, Sec. 2, NE NE NE | County: Riley | ||
| Directions: 2949 Marlatt Ave, Manhattan | |||
| Latitude: 39.2175883 | Longitude: -96.6083997 | Datum NAD 27 | |
| Latitude: 39.2175849 | Longitude: -96.6086813 | 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: 239 ft. | Elevation: ft. | |
| Static Water Level: 160 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 09-Aug-1990 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 166 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: 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: 219 ft to 239 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 30 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 3 ft. | limestone | |
| From: 3 ft. to 24 ft. | yellow shale | |
| From: 24 ft. to 27 ft. | limestone | |
| From: 27 ft. to 33 ft. | gray shale | |
| From: 33 ft. to 35 ft. | limestone | |
| From: 35 ft. to 51 ft. | gray shale | |
| From: 51 ft. to 59 ft. | limestone | |
| From: 59 ft. to 92 ft. | gray shale | |
| From: 92 ft. to 96 ft. | limestone | |
| From: 96 ft. to 108 ft. | brown shale | |
| From: 108 ft. to 122 ft. | gray shale | |
| From: 122 ft. to 134 ft. | limestone | |
| From: 134 ft. to 166 ft. | gray shale | |
| From: 166 ft. to 173 ft. | limestone | |
| From: 173 ft. to 186 ft. | gray shale | |
| From: 186 ft. to 197 ft. | limestone | |
| From: 197 ft. to 205 ft. | brown shale | |
| From: 205 ft. to 208 ft. | limestone | |
| From: 208 ft. to 222 ft. | gray shale | |
| From: 222 ft. to 228 ft. | limestone | |
| From: 228 ft. to 233 ft. | gray shale | |
| From: 233 ft. to 237 ft. | limestone | |
| From: 237 ft. to 241 ft. | gray shale | |