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Specific Water Well Detail |
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| Location Info | |||
| Owner: Havens Construction Co. | Status: Constructed | ||
| Location: T10S, R8E, Sec. 10, SE SW SW | County: Pottawatomie | ||
| Directions: from Manhattan: 2 mi E, 300' S of 24 Hwy | |||
| Latitude: 39.1896969 | Longitude: -96.5161582 | Datum NAD 27 | |
| Latitude: 39.1896941 | Longitude: -96.5164373 | 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: 60 ft. | Elevation: ft. | |
| Static Water Level: 28 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Aug-1991 | Well Use: Dewatering | |
| DWR Applic. #: 910261 | Other ID: Well 2 | |
| Driller Info | ||
| Driller: Gary Sisk Drilling Co., Inc. | License #: 392 | |
| 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?: | ||
| Ground water encountered: 31 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 30 ft after 48 hours pumping 1500 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 20 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: Steel | Screen Openings: Key punched | |
| Screen-perforated intervals | From: 20 ft to 60 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 15 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 31 ft. | stiff dark brown clay | |
| From: 31 ft. to 60 ft. | medium coarse sand, brown | |