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Specific Water Well Detail |
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| Location Info | |||
| Owner: Heath, James V. | Status: Constructed | ||
| Location: T8S, R8E, Sec. 23, NW NW NW | County: Pottawatomie | ||
| Directions: from Tuttle Creek Lake: 7 mi N on Hwy 13, 1 mi E on Micheals Rd | |||
| Latitude: 39.3481065 | Longitude: -96.4995158 | Datum NAD 27 | |
| Latitude: 39.348103 | Longitude: -96.499797 | 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: 160 ft. | Elevation: ft. | |
| Static Water Level: 50 ft. | Est. Yield: 2 gpm. | |
| Comp. Date: 27-Feb-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: 53 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 140 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: 140 ft to 160 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 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Sewage lagoon | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | brown clay | |
| From: 3 ft. to 9 ft. | tan clay | |
| From: 9 ft. to 15 ft. | limestone | |
| From: 15 ft. to 18 ft. | gray shale | |
| From: 18 ft. to 30 ft. | limestone | |
| From: 30 ft. to 37 ft. | gray shale | |
| From: 37 ft. to 40 ft. | limestone | |
| From: 40 ft. to 53 ft. | brown shale | |
| From: 53 ft. to 56 ft. | limestone | |
| From: 56 ft. to 68 ft. | brown shale | |
| From: 68 ft. to 72 ft. | limestone | |
| From: 72 ft. to 81 ft. | gray shale | |
| From: 81 ft. to 84 ft. | limestone | |
| From: 84 ft. to 87 ft. | gray shale | |
| From: 87 ft. to 89 ft. | limestone | |
| From: 89 ft. to 99 ft. | gray shale | |
| From: 99 ft. to 107 ft. | limestone | |
| From: 107 ft. to 121 ft. | brown shale | |
| From: 121 ft. to 132 ft. | limestone | |
| From: 132 ft. to 145 ft. | gray shale | |
| From: 145 ft. to 147 ft. | limestone | |
| From: 147 ft. to 160 ft. | gray shale | |