Specific Water Well Detail | ||
Location Info | |||
Owner: Vering, Andy and Audrey | Status: Constructed | ||
Location: T9S, R7E, Sec. 36, SW SW SE SW | County: Riley | ||
Directions: 2500 Marlatt Ave, Manhattan | |||
Latitude: 39.2188155 | Longitude: -96.6020134 | Datum NAD 27 | |
Latitude: 39.218813 | Longitude: -96.602297 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.218813 | GPS Longitude: -96.602297 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 96 ft. | Elevation: 1109 ft. | |
Static Water Level: 49 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 20-Sep-2018 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
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?: Yes | ||
Ground water encountered: 79 ft. | ||
Bore hole diameter: 10 inches to 96 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 96 ft | |
Casing height above land surface: 24 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: 76 ft to 96 ft | |
Gravel pack intervals | From: 23 ft to 96 ft |
Grout Info | ||
Grout used: | From: 0 to 23 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: E | Distance: 130 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 18 ft. | clay, brown | |
From: 18 ft. to 24 ft. | gravel | |
From: 24 ft. to 34 ft. | clay | |
From: 34 ft. to 46 ft. | fine sand, trace gravel | |
From: 46 ft. to 48 ft. | clay | |
From: 48 ft. to 52 ft. | sand, fine | |
From: 52 ft. to 62 ft. | clay, tan | |
From: 62 ft. to 79 ft. | sand, medium | |
From: 79 ft. to 95 ft. | gravel, coarse | |
From: 95 ft. to 96 ft. | shale, gray |