|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Pessemier Co. | Status: Constructed | ||
| Location: T10S, R12E, Sec. 6, NW NE SW | County: Pottawatomie | ||
| Directions: from St Marys: 2.5 mi W on US 24, .5 mi S | |||
| Latitude: 39.2085345 | Longitude: -96.1227198 | Datum NAD 27 | |
| Latitude: 39.2085314 | Longitude: -96.1229918 | 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: 40 ft. | Elevation: ft. | |
| Static Water Level: 9 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 15-Feb-1986 | Well Use: Irrigation | |
| DWR Applic. #: 38057 | 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: 9 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 16 ft after 1 hours pumping 1200 gpm | ||
| Casing Info | ||
| Casing Type: ASBESTOS-CEMENT
Casing Joints: |
Diam: 16 in. to 24 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: Continuous slot | |
| Screen-perforated intervals | From: 24 ft to 40 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 10 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 16 ft. | fine-medium brown sand | |
| From: 16 ft. to 25 ft. | medium brown gravel | |
| From: 25 ft. to 29 ft. | medium brown gravel and gray clay (20%) | |
| From: 29 ft. to 34 ft. | medium-large brown gravel | |
| From: 34 ft. to 39 ft. | large brown gravel | |
| From: 39 ft. to 40 ft. | hard gray shale | |