Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: UMAT 55891 View Log Groundwater Site
Well Label: 72482
Start Card: 168801
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: IRRIGATION
Complete Date: 12/22/2006
Land Owner
Name: DAVID B CASPER
Company:
Address: 1154 ABBOTT RD

WALLA WALLA, WA 99362
Location
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Latitude/Longitude
Latitude: 45.99092013
Longitude: -118.31429976
Horiz. Error: 11.00 ft.
Location
County: UMAT
TRSQQ: WM6.00N36.00E16SESE
Tax Map:
Tax Lot: 1401
Lot:
Block:
Subdivision:
Street of Well: POWERLINE RD, MILTON FREEWATER
WM District: 23
Surface Elev:
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.

Well Construction
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Construction
Start Date: 08/08/2006
Completed Date: 12/22/2006
Drill Method: Rotary Air , Rotary Mud
Depth of Completed Well: 800.00
Est. Depth Drilled: 800.00
Special Standards:
Seal Placed Method: B , C
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: ft to ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
Filter Pack Material:
Filter Pack Size:
Bore Hole
RowDiameter (in)From (ft)To (ft)
120.000.00238.00
216.00238.00472.00
312.00472.00683.00
48.00683.00800.00
Seal
Abandonment Log
No data matches search criteria.
Casing/Liner
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature: 69 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Test TypeYield (gpm)DrawdownDrill Stem/
Pump Depth
Duration (hr)Calculated Specific Capacity (gpm/ft)
Pump535.0111.0 1.04.82
Pump695.0162.0 3.04.29
Pump830.0208.0 5.03.99
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 219.00
Post-Static Water Level Date: 11/08/2006
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
1 0.00452.00 300.0 
2 480.00790.00219.00  
Lithology
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Material
RowFromToMaterialStatic Water Level
10.001.00GRAVEL FILL 
21.009.00TOP SOIL BROWN SILTY LOAM 
39.0010.00SILTSTONE GREY HARD 
410.0011.00CLAY GREY SOFT 
511.0013.00GRAVEL CEMENTED (HARD PAN) 
613.0073.00GRAVEL AND COBBLES WITH CLAY BROWN MEDIUM 
773.0075.00BASALT GREY WITH SOME BROWN HARD 
875.00158.00BASALT BROWN AND GREY WEATHERED WITH SOME CLAY BROWN MEDIUM 
9158.00190.00BASALT BROWN AND GREY WITH SOME RED VESICULAR WEATHERED AND SOME CLAY BROWN AND GREEN MEDIUM 
10190.00206.00BASALT GREY BROKEN FRACTURED MEDIUM (LC ZONE) 
11206.00256.00BASALT GREY BROKEN WITH GRAVEL 3/4 
12256.00269.00BASALT GREY AND BROWN BROKEN 
13269.00276.00BASALT GREY AND BROWN BROKEN 
14276.00286.00BASALT GREY MEDIUM-HARD FRACTURED 
15286.00296.00BASALT BROWN MEDIUM FRACTURED VESICULAR 
16296.00361.00BASALT GREY VERY FRACTURED 
17361.00378.00BASALT BROWN MEDIUM FRACTURED VESICULAR 
18378.00444.00BASALT GREY MEDIUM-HARD SOME FRACTURES 
19444.00452.00BASALT GREY VERY FRACTURED 
20452.00476.00BASALT GREY HARD 
21476.00503.00BASALT GREY HARD SOME FRACTURED 
22503.00517.00BASALT GREY HARD FRACTURED 
23517.00522.00BASALT DARK GREY MEDIUM FRACTURED WITH CLAY BLUE FIRM 
24522.00535.00BASALT BROWN MEDIUM VESICULAR WITH CLAY IN VESICLES BLUE FIRM 
25535.00561.00BASALT DARK GREY HARD SOME FRACTURES 
26561.00568.00BASALT DARK GREY MEDIUM-HARD BROKEN WEATHERED 
27568.00576.00BASALT RED SOFT SOME VESICULAR WITH SOME SILT RED 
28576.00580.00BASALT DARK GREY MEDIUM-HARD BROKEN WEATHERED 
29580.00583.00BASALT DARK GREY MEDIUM-HARD 
30583.00597.00BASALT DARK GREY MEDIUM BROKEN SOME VESICULAR 
31597.00618.00BASALT DARK GREY HARD SOME FRACTURES 
32618.00632.00BASALT BROWN MEDIUM FRACTURED SOME VESICULAR 
33632.00678.00BASALT DARK REY HARD FRACTURED 
34678.00683.00BASALT DARK GREY HARD FRACTURED 
35683.00711.00BASALT DARK GREY MEDIUM-HARD VERY FRACTURED 
36711.00751.00BASALT DARK GREY AND BROWN FRACTURED SOME BROKEN SOME VESICULAR 
37751.00779.00BASALT DARK GREY HARD SOME FRACTURES 
38779.00780.00BASALT DARK GREY WITH RED LENSES MEDIUM-HARD SOME FRACTURES 
39780.00790.00BASALT DARK GREY WITH BROWN LENSES MEDIUM-HARD FRACTURED 
40790.00800.00BASALT DARK GREY MEDIUM-HARD SOME FRACTURES 
Well Constructor
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Bonded Driller Name: STEPHEN SCHNEIDER
Bonded Driller Company: SCHNEIDER WATER SERVICES
Bonded Driller Number: 649
Bonded Date Signed: 12/18/2006
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
OWNER OPTED AGAINST INSTALLING A LINER/ LINER CASING AND THEREBY ASSUMES ALL LIABILITY AND RESPONSIBILITY ASSOCIATED THEREWITH.
Documents
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TitleDocument TypeSourceDownload ImageReceived Date
UMAT 55891WELL REPORTDRILLERImage12/29/2006