|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Roses by Village Garden - Price Realty | Status: Constructed | ||
| Location: T12S, R24E, Sec. 36, NE NW NE | County: Johnson | ||
| Directions: 9201 Santa Fe Drive, Merriam | |||
| Latitude: 38.9702878 | Longitude: -94.6919428 | Datum NAD 27 | |
| Latitude: 38.970294 | Longitude: -94.6921795 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 13 ft. | Elevation: ft. | |
| Static Water Level: 6.84 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Mar-1999 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: JB Environmental Drilling | License #: 539 | |
| Scanned Form | View scan |
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .8 ft. | asphalt over limestone rock gravel | |
| From: .8 ft. to 4 ft. | black-green gray mottled clay, moist, firm, faint odor, low plasticity | |
| From: 4 ft. to 8.3 ft. | green mottled clay to silty clay with oxide staining, moist, firm, very slight odor | |
| From: 8.3 ft. to 12 ft. | brown silty clay to clay, moist, highly plastic, no odor, few limestone rock fragments, wet at 11-12 feet | |
| From: 12 ft. to 13 ft. | limestone bedrock, hard | |
