Specific Water Well Detail | ||
Location Info | |||
Owner: Reynard, Jerry | Status: Constructed | ||
Location: T9S, R8E, Sec. 31, SE NE | County: Riley | ||
Directions: from Manhattan: 1 mi N on Tuttle Creek Blvd to Barnes Rd, .2 mi E, .1 mi S | |||
Latitude: 39.2275753 | Longitude: -96.5612671 | Datum NAD 27 | |
Latitude: 39.227572 | Longitude: -96.5615475 | 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: 56 ft. | Elevation: ft. | |
Static Water Level: 30 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 09-Sep-1988 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
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: 38 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 36 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: 36 ft to 56 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 2 ft. | top soil | |
From: 2 ft. to 38 ft. | brown clay | |
From: 38 ft. to 48 ft. | sandy clay | |
From: 48 ft. to 52 ft. | fine sand | |
From: 52 ft. to 56 ft. | coarse sand |