![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: Hinton, Chad | Status: Constructed | ||
Location: T16S, R6E, Sec. 13, SW SW NE SW | County: Morris | ||
Directions: 149 S 2200 Rd and US Hwy 56, Herington | |||
Latitude: 38.6568493 | Longitude: -96.7210723 | Datum NAD 27 | |
Latitude: 38.65686 | Longitude: -96.72136 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.65686 | GPS Longitude: -96.72136 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 1488 ft. | |
Static Water Level: 48 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 23-Apr-2013 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Zinn Water Well Drlg. | License #: 218 |
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: 53 ft. | ||
Bore hole diameter: 8 inches to 30 ft and 7 inches to 80 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
Casing height above land surface: 16 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 50 ft to 80 ft | |
Gravel pack intervals | From: 79 ft to 80 ft |
Grout Info | ||
Grout used: Neat cement | From: 3 to 26 ft |
Source of Possible Contamination | ||
Source: CREEK | ||
Direction from well: S | Distance: 300 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | black top soil | |
From: 2 ft. to 15 ft. | shale, red | |
From: 15 ft. to 23 ft. | limestone, yellow, crumbly | |
From: 23 ft. to 32 ft. | shale, yellow | |
From: 32 ft. to 35 ft. | limestone, yellow | |
From: 35 ft. to 48 ft. | shale, yellow | |
From: 48 ft. to 73 ft. | limestone and flint | |
From: 73 ft. to 80 ft. | shale, gray |