|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Pete's Corp. | Status: Constructed | ||
| Location: T28S, R20E, Sec. 32, NW NE NE NW | County: Neosho | ||
| Directions: 429 N. Main St, Erie | |||
| Latitude: 37.5718886 | Longitude: -95.2443708 | Datum NAD 27 | |
| Latitude: 37.57194 | Longitude: -95.24463 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.57194 | GPS Longitude: -95.24463 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 26 ft. | Elevation: 899.38 ft. | |
| Static Water Level: 18.79 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Aug-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 13 | |
| 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: 19 ft. , 18.9 ft. | ||
| Bore hole diameter: 8 inches to 26 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 11 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: 11 ft to 26 ft | |
| Gravel pack intervals | From: 9 ft to 26 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 9 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1.5 ft. | top soil | |
| From: 1.5 ft. to 10 ft. | silty clay, brown, some fine sand | |
| From: 10 ft. to 18 ft. | silty/sandy clay, orange/brown | |
| From: 18 ft. to 25 ft. | sandy clay, light brown | |
| From: 25 ft. to 26 ft. | clayey sand, fine to coarse | |