|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: New Hope Church | Status: Constructed | ||
| Location: T19S, R3W, Sec. 16, SE SW NE SW | County: McPherson | ||
| Directions: 501 Wickersham Drive, McPherson | |||
| Latitude: 38.3956393 | Longitude: -97.6601033 | Datum NAD 27 | |
| Latitude: 38.39565 | Longitude: -97.660424 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.39565 | GPS Longitude: -97.660424 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 172 ft. | Elevation: 1504 ft. | |
| Static Water Level: 90 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 26-Apr-2021 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drilling, Inc. | License #: 897 | |
| 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: 90 ft. | ||
| Bore hole diameter: 9 inches to 172 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 152 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 152 ft to 172 ft | |
| Gravel pack intervals | From: 20 ft to 172 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: N | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 82 ft. | clay | |
| From: 82 ft. to 95 ft. | fine sand and clay | |
| From: 95 ft. to 157 ft. | clay with layers of cemented sand | |
| From: 157 ft. to 176 ft. | fine sand and medium gravel | |