Specific Water Well Detail | ||
Location Info | |||
Owner: Wilber Construction Co. | Status: Constructed | ||
Location: T14S, R2W, Sec. 7, SE SE NW | County: Saline | ||
Directions: 526 Idlewild | |||
Latitude: 38.8497647 | Longitude: -97.5856481 | Datum NAD 27 | |
Latitude: 38.8497671 | Longitude: -97.5859599 | 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: 1219 ft. | |
Static Water Level: 24 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 12-Sep-1995 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Paul Pestinger Pump & Water Well Drlg., Inc. | License #: 388 |
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: 24 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: 5 in. to 50 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: 50 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 25 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: W | Distance: 20 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1 ft. | road rock | |
From: 1 ft. to 3 ft. | fill dirt | |
From: 3 ft. to 28 ft. | silty clay, tan | |
From: 28 ft. to 49 ft. | fine sand, tan | |
From: 49 ft. to 50 ft. | clay, gray, soft | |
From: 50 ft. to 60 ft. | fine to medium sand, heavy gravel at bottom |