Specific Water Well Detail | ||
Location Info | |||
Owner: Timber Creek East Water District | Status: Constructed | ||
Location: T10S, R8E, Sec. 10, NW SW NE | County: Pottawatomie | ||
Directions: from E US 24 Hwy: .25 mi N on Green Valley Rd, E into field | |||
Latitude: 39.1991861 | Longitude: -96.5091408 | Datum NAD 27 | |
Latitude: 39.1991832 | Longitude: -96.5094198 | 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: 63.5 ft. | Elevation: ft. | |
Static Water Level: 38.56 ft. | Est. Yield: 500 gpm. | |
Comp. Date: 22-Sep-2004 | Well Use: Public Water Supply | |
DWR Applic. #: | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Layne Western | License #: 581 |
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 2.5 ft. | Top soil | |
From: 2.5 ft. to 31.5 ft. | Brown clay | |
From: 31.5 ft. to 35 ft. | Brown fine to medium sand | |
From: 35 ft. to 42 ft. | Brown medium, fine, coarse sand | |
From: 42 ft. to 54 ft. | Brown medium, coarse sand, gravel | |
From: 54 ft. to 57 ft. | Trace cobbles to rock | |
From: 57 ft. to 63.5 ft. | Cobbles with boulders |