|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Manhattan | Status: Constructed | ||
| Location: T10S, R8E, Sec. 6, SE SW SW | County: Riley | ||
| Directions: 2000 Denison Ave, Manhattan (U5-081-15433) | |||
| Latitude: 39.2044409 | Longitude: -96.5845585 | Datum NAD 27 | |
| Latitude: 39.20444 | Longitude: -96.58484 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.20444 | GPS Longitude: -96.58484 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 1105 ft. | |
| Static Water Level: 29 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Nov-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 4 | |
| Driller Info | ||
| Driller: Larsen & Associates | License #: 757 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 20 ft | |
| Casing height above land surface: -51.84 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.154 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 35 ft | |
| Gravel pack intervals | From: 18 ft to 35 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 1 ft
From: 1 to 18 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: E | Distance: 45 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | clay | |
| From: 1 ft. to 1.5 ft. | fine to coarse sand and gravel | |
| From: 1.5 ft. to 7 ft. | loamy clay | |
| From: 7 ft. to 30 ft. | clay | |
| From: 30 ft. to 34 ft. | silty clay | |
| From: 34 ft. to 35 ft. | sandy clay | |