|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Wolff Foundation Trust | Status: Constructed | ||
| Location: T9S, R11E, Sec. 35, SE NW SE | County: Pottawatomie | ||
| Directions: from Belvue: 1.5 mi E, .25 mi N on US 24 | |||
| Latitude: 39.2214129 | Longitude: -96.1528844 | Datum NAD 27 | |
| Latitude: 39.2214095 | Longitude: -96.1531571 | 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: 50 ft. | Elevation: ft. | |
| Static Water Level: 19 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 03-Mar-1980 | Well Use: Irrigation | |
| DWR Applic. #: 33728 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Daniel H. Hoobler Drilling Co. | License #: 323 | |
| 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 0 ft to 0 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | black silt | |
| From: 2 ft. to 17 ft. | brown clay silt | |
| From: 17 ft. to 19 ft. | brown silt and small brown sand | |
| From: 19 ft. to 27 ft. | fine brown sand | |
| From: 27 ft. to 30 ft. | small grade gravel and gray clay (40-50%) | |
| From: 30 ft. to 33 ft. | medium grade gravel and gray clay (30-40%) | |
| From: 33 ft. to 50 ft. | medium-large grade gravel | |
| From: 50 ft. to ft. | green shale | |