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Specific Water Well Detail |
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| Location Info | |||
| Owner: Anderson, Bob J. | Status: Constructed | ||
| Location: T32S, R42W, Sec. 35, SE NW SE | County: Morton | ||
| Directions: From Richmond, 5-6 miles South on Wilburton Hwy, West to Q16, 3 miles North to Q13, 1 mile West to R13, and 1.5 miles North | |||
| Latitude: 37.2188829 | Longitude: -101.8510483 | Datum NAD 27 | |
| Latitude: 37.218906 | Longitude: -101.8514936 | 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: 480 ft. | Elevation: 3600 ft. | |
| Static Water Level: 85 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-May-1996 | Well Use: Irrigation | |
| DWR Applic. #: 10183 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Gerald Houck Bros. Drilling Co. | License #: 164 | |
| 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: 85 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 148 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: Mill slot | |
| Screen-perforated intervals | From: 148 ft to 468 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 1 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: 300 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 85 ft. | surface- caliche | |
| From: 85 ft. to 170 ft. | fine sand | |
| From: 170 ft. to 200 ft. | fine-medium sand with clay stringers | |
| From: 200 ft. to 220 ft. | medium sand with clay stringers | |
| From: 220 ft. to 240 ft. | medium-coarse sand | |
| From: 240 ft. to 260 ft. | medium-coarse sand with 10% clay | |
| From: 260 ft. to 280 ft. | medium-coarse sand with sandstone and clay | |
| From: 280 ft. to 290 ft. | fine-med red sand with clay stringers | |
| From: 290 ft. to 300 ft. | med-coarse red sand with clay stringers | |
| From: 300 ft. to 310 ft. | fine red sand with 10% clay | |
| From: 310 ft. to 320 ft. | fine red sand with 20% clay | |
| From: 320 ft. to 330 ft. | fine-med red sand with 20% clay | |
| From: 330 ft. to 350 ft. | fine red sand with 20% clay | |
| From: 350 ft. to 360 ft. | fine-med red sand with 40% clay | |
| From: 360 ft. to 370 ft. | fine red sand with 50% clay | |
| From: 370 ft. to 380 ft. | fine red sand with 30% clay | |
| From: 380 ft. to 390 ft. | fine-medium sand with red clay streak | |
| From: 390 ft. to 400 ft. | fine-medium sand with red clay streak | |
| From: 400 ft. to 420 ft. | fine red sand with 20% clay | |
| From: 420 ft. to 440 ft. | fine red sand with 20% clay | |
| From: 440 ft. to 450 ft. | fine red sand with 50% clay | |
| From: 450 ft. to 460 ft. | red clay with fine sand streaks | |
| From: 460 ft. to 470 ft. | red clay with fine sand | |
| From: 470 ft. to 480 ft. | red clay with fine sand | |