Specific Water Well Detail | ||
Location Info | |||
Owner: Wallace County Coop | Status: Constructed | ||
Location: T13S, R40W, Sec. 27, SE SE NW | County: Wallace | ||
Directions: 210 feet North and 12 feet East of Northeast corner of Coop Repair Shop on Hwy 27, Sharon Springs | |||
Latitude: 38.8953175 | Longitude: -101.7508252 | Datum NAD 27 | |
Latitude: 38.8953265 | Longitude: -101.7512743 | 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: 29 ft. | Elevation: ft. | |
Static Water Level: 21.29 ft. | Est. Yield: gpm. | |
Comp. Date: 29-Mar-1995 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 9 |
Driller Info | ||
Driller: Kansas City Testing Lab | License #: 438 |
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?: No
Water Well disinfected?: | ||
Ground water encountered: 21 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 19 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 19 ft to 29 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout, Bentonite | From: 1.5 to 16 ft
From: 16 to 18 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Fuel storage | ||
Direction from well: SW | Distance: 460 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 15 ft. | Brown clayey silt, no odor | |
From: 15 ft. to 29 ft. | Sandy silt, gas odor at 20 feet, wet at 21 |