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Specific Water Well Detail |
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Location Info | |||
Owner: Olsson Engineering | Status: Constructed | ||
Location: T23S, R11W, Sec. 35, SW SW NW | County: Stafford | ||
Directions: from Stafford, 3.5 mi N and 5.25 mi E | |||
Latitude: 38.0060032 | Longitude: -98.5084813 | Datum NAD 27 | |
Latitude: 38.00602 | Longitude: -98.50884 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.00602 | GPS Longitude: -98.50884 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 90 ft. | Elevation: 1807 ft. | |
Static Water Level: 16 ft. | Est. Yield: gpm. | |
Comp. Date: 27-Jul-2022 | Well Use: Test hole/well | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Rosencrantz-Bemis Ent. | License #: 134 |
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: Glued |
Diam: 10 in. to 25 ft | |
Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR - 26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 25 ft to 90 ft | |
Gravel pack intervals | From: 25 ft to 90 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 25 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | top soil | |
From: 3 ft. to 23 ft. | sandy clay, tan | |
From: 23 ft. to 64 ft. | medium to small sand and gravel | |
From: 64 ft. to 70 ft. | medium to small sand and gravel with clay streaks | |
From: 70 ft. to 90 ft. | medium to small sand and gravel |