Specific Water Well Detail | ||
Location Info | |||
Owner: Wilson, Scott | Status: Constructed | ||
Location: T11S, R16E, Sec. 26, NE NE NW | County: Shawnee | ||
Directions: 4211 Belmont, Topeka | |||
Latitude: 39.0725392 | Longitude: -95.6043704 | Datum NAD 27 | |
Latitude: 39.0725391 | Longitude: -95.6046275 | 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: 60 ft. | Elevation: ft. | |
Static Water Level: 21 ft. | Est. Yield: 75 gpm. | |
Comp. Date: 02-Sep-2002 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Strader Drilling Co., Inc. | License #: 182 |
Scanned Form | ||
View form(s) on screen | Download scan(s) | |
The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. |
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 8 ft. | brown silt | |
From: 8 ft. to 17 ft. | brown fine sand | |
From: 17 ft. to 29 ft. | brown fine sand and coarse sand | |
From: 29 ft. to 37 ft. | brown fine sand, coarse sand, pea gravel | |
From: 37 ft. to 38 ft. | gray clay | |
From: 38 ft. to 44 ft. | brown fine sand and coarse sand | |
From: 44 ft. to 47 ft. | brown fine sand, coarse sand, pea gravel | |
From: 47 ft. to 58 ft. | brown fine sand, coarse sand, pea gravel 1/2 |