Specific Water Well Detail | ||
Location Info | |||
Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
Location: T9S, R10E, Sec. 32, NE SE SW | County: Pottawatomie | ||
Directions: from Columbian and Say Rd: .25 mi N | |||
Latitude: 39.2199708 | Longitude: -96.3255054 | Datum NAD 27 | |
Latitude: 39.2199674 | Longitude: -96.3257813 | 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: 105.5 ft. | Elevation: 1107.99 ft. | |
Static Water Level: 96.73 ft. | Est. Yield: gpm. | |
Comp. Date: 29-Jun-2004 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: S 7-05, MW 08-D |
Driller Info | ||
Driller: USACE | License #: |
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 4 ft. | top soil and fill | |
From: 4 ft. to 11.8 ft. | sandy clay, reddish brown | |
From: 11.8 ft. to 34.8 ft. | coarse sand, orangish brown | |
From: 34.8 ft. to 70.5 ft. | silt, tan, dense | |
From: 70.5 ft. to 83.2 ft. | silt, tan, sand and clay lenses | |
From: 83.2 ft. to 105.5 ft. | medium to fine sand with coarse zones, saturated below 97 feet | |
From: 105.5 ft. to 108 ft. | siltstone, dry, poorly cemented | |
From: 108 ft. to 109 ft. | weathered shale |