Specific Water Well Detail | ||
Location Info | |||
Owner: Gunn, Ted | Status: Constructed | ||
Location: T9S, R4E, Sec. 34, SW NE SE | County: Clay | ||
Directions: from Wakefield: 2 mi E on Hwy 82 to Valley View Rd, .5 mi N to 8th Rd, .5 mi E, .5 mi S | |||
Latitude: 39.2247069 | Longitude: -96.9648788 | Datum NAD 27 | |
Latitude: 39.224703 | Longitude: -96.9651693 | 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: 120 ft. | Elevation: ft. | |
Static Water Level: 60 ft. | Est. Yield: 40 gpm. | |
Comp. Date: 09-Aug-2013 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Haldeman Well Drilling & Pump Service | License #: 451 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 22 ft. | brown clay | |
From: 22 ft. to 27 ft. | limestone | |
From: 27 ft. to 33 ft. | yellow shale | |
From: 33 ft. to 36 ft. | greenish shale | |
From: 36 ft. to 39 ft. | limestone | |
From: 39 ft. to 76 ft. | brown shale | |
From: 76 ft. to 84 ft. | limestone | |
From: 84 ft. to 88 ft. | brown shale | |
From: 88 ft. to 106 ft. | limestone | |
From: 106 ft. to 109 ft. | brown shale | |
From: 109 ft. to 120 ft. | limestone |