|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Pete's Corp. | Status: Constructed | ||
| Location: T28S, R20E, Sec. 32, NE NE NE NW | County: Neosho | ||
| Directions: from NW corner of building, 429 N Main St, Erie, 15 feet N and 35 feet W | |||
| Latitude: 37.5721665 | Longitude: -95.2437005 | Datum NAD 27 | |
| Latitude: 37.57222 | Longitude: -95.24396 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.57222 | GPS Longitude: -95.24396 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 897.01 ft. | |
| Static Water Level: 13.94 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Aug-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 23 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No | ||
| Ground water encountered: 15 ft. , 14 ft. | ||
| Bore hole diameter: 8.25 inches to 20 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 5 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 5 ft to 20 ft | |
| Gravel pack intervals | From: 4 ft to 20 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 4 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: Southeast | Distance: 25 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .3 ft. | gravel fill | |
| From: .3 ft. to 20 ft. | lean clay, dark brown to yellow brown | |