Specific Water Well Detail | ||
Location Info | |||
Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
Location: T9S, R10E, Sec. 32, NW SW SE | County: Pottawatomie | ||
Directions: from Columbian and Say Rd: .25 mi N | |||
Latitude: 39.2199714 | Longitude: -96.3231861 | Datum NAD 27 | |
Latitude: 39.219968 | Longitude: -96.323462 | 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: 111 ft. | Elevation: 1091.78 ft. | |
Static Water Level: 82.81 ft. | Est. Yield: gpm. | |
Comp. Date: 28-Jun-2004 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: S 7-05, MW 07-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 6.1 ft. | top soil and fill | |
From: 6.1 ft. to 16.2 ft. | sandy clay, reddish brown | |
From: 16.2 ft. to 28.8 ft. | coarse sand, orangish brown | |
From: 28.8 ft. to 68 ft. | silt, tan, dense | |
From: 68 ft. to 72 ft. | silt, tan, sand and clay lenses | |
From: 72 ft. to 111.5 ft. | medium to fine sand with coarse zones, saturated below 80 feet | |
From: 111.5 ft. to ft. | chert mixed with weathered shale fragments |