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Specific Water Well Detail |
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| Location Info | |||
| Owner: Janzen, Loran | Status: Constructed | ||
| Location: T16S, R34W, Sec. 20, SW NW SE | County: Scott | ||
| Directions: from Modoc: 10.5 mi N, .75 mi W | |||
| Latitude: 38.6460942 | Longitude: -101.0994553 | Datum NAD 27 | |
| Latitude: 38.6461106 | Longitude: -101.0998867 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 207 ft. | Elevation: ft. | |
| Static Water Level: 170 ft. | Est. Yield: 230 gpm. | |
| Comp. Date: 01-Aug-1990 | Well Use: Irrigation | |
| DWR Applic. #: 8304 | Other ID: Test 2 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 170 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 207 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 172 ft to 192 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 20 ft. | brown silty clay | |
| From: 20 ft. to 26 ft. | light brown clay | |
| From: 26 ft. to 30 ft. | limerock, sand and gravel and some sandy clay mixed | |
| From: 30 ft. to 42 ft. | limerock and some white sandy clay | |
| From: 42 ft. to 55 ft. | limerock cemented sand and some sandy clay | |
| From: 55 ft. to 80 ft. | cemented sand and gravel | |
| From: 80 ft. to 82 ft. | sand fine to medium coarse small to large gravel | |
| From: 82 ft. to 87 ft. | cemented sand and gravel | |
| From: 87 ft. to 99 ft. | brown clay a little sandy cemented sand | |
| From: 99 ft. to 104 ft. | clay | |
| From: 104 ft. to 107 ft. | sand fine to medium coarse small gravel | |
| From: 107 ft. to 112 ft. | sandy clay and sand mixed | |
| From: 112 ft. to 115 ft. | sand fine to medium coarse few small gravel | |
| From: 115 ft. to 118 ft. | sandy clay and some cemented sand | |
| From: 118 ft. to 122 ft. | sand fine to medium coarse | |
| From: 122 ft. to 127 ft. | tannish yellow clay | |
| From: 127 ft. to 157 ft. | sand fine to medium very few coarse cemented streak at 139 (used a little water) | |
| From: 157 ft. to 160 ft. | cemented sand | |
| From: 160 ft. to 169 ft. | tan clay a little sandy | |
| From: 169 ft. to 178 ft. | sand fine to medium and a little sandy clay mixed in | |
| From: 178 ft. to 192 ft. | sand fine to medium coarse small to medium gravel few large (used a little water) | |
| From: 192 ft. to 198 ft. | yellow soap stone | |
| From: 198 ft. to 220 ft. | shale | |