Specific Water Well Detail | ||
Location Info | |||
Owner: Shroyer, Everett | Status: Constructed | ||
Location: T9S, R2W, Sec. 16, SE SW SE | County: Ottawa | ||
Directions: from Wells, 8 mi N and 1 mi W | |||
Latitude: 39.2639886 | Longitude: -97.5426789 | Datum NAD 27 | |
Latitude: 39.2639858 | Longitude: -97.542987 | 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: 110 ft. | Elevation: ft. | |
Static Water Level: 35 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 31-May-1988 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Peterson Irrigation, Inc. | License #: 138 |
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: 35 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 90 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: 90 ft to 110 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: 5 to 25 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 4 ft. | top soil | |
From: 4 ft. to 32 ft. | clay | |
From: 32 ft. to 33 ft. | hard rock | |
From: 33 ft. to 35 ft. | shale | |
From: 35 ft. to 40 ft. | sandstone | |
From: 40 ft. to 71 ft. | gray shale | |
From: 71 ft. to 120 ft. | sandstone with small shale layers |