Specific Water Well Detail | ||
Location Info | |||
Owner: Shilling Construction | Status: Constructed | ||
Location: T4S, R6E, Sec. 20, NE NE | County: Marshall | ||
Directions: From Waterville, 1 mi W on Hwy 9, 0.5 mi N, and 0.5 mi E | |||
Latitude: 39.6953811 | Longitude: -96.771928 | Datum NAD 27 | |
Latitude: 39.6953824 | Longitude: -96.7722254 | 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: 30 ft. | Est. Yield: 60 gpm. | |
Comp. Date: 28-Oct-1988 | Well Use: Industrial | |
DWR Applic. #: | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Haldeman Well Drilling & Pump Service | License #: 451 |
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?: | ||
Ground water encountered: 30 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: 6 in. to 40 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: 40 ft to 60 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 22 ft. | sandy clay | |
From: 22 ft. to 36 ft. | coarse sand | |
From: 36 ft. to 43 ft. | rock | |
From: 43 ft. to 60 ft. | blue shale |