GW LogID: |
WASH
3561
Well Log Database
|
GW Well Tag Number: |
|
Tag Verified on Well: |
No
|
Site Type: |
WELL
|
Primary Use: |
PUBLIC SUPPLY
|
Unused Status: |
|
Site Source Organization: |
|
Site Source OWRD: |
|
Established By: |
KARL WOZNIAK
|
Established Date: |
11/21/2001
|
Bonded Company: |
HAAKON BOTTNER WELL DRILLING
|
Stage: |
COMPLETE
|
|
Latitude/Longitude |
Latitude:
|
45.33499110
|
Horiz. Error: |
10.00 ft.
|
Longitude:
|
-122.75539870
|
Datum: |
WGS1984
|
Lat/Long Source: |
SITE VISIT
|
|
Location |
TRSQQ: |
WM 3.00S1.00W1SESW
|
Tax Map: |
03S-01W-01CD
|
Taxlot:
|
700
|
24 Quad: |
SHERWOOD
|
Basin:
|
2 - Willamette
|
County:
|
Washington
|
WM District:
|
22
|
WM Region:
|
NW
|
LSD Elev: |
340.00
Accy:
5.00
Datum:
NGVD1929
|
Elev Source: |
7.5-MINUTE MAP
|
|
Groundwater Mapping Tool
|
|
|
|
|
|
Well Construction History |
WASH 3561
| Log | NEW | | | CITY OF WILSONVILLE | 149.00 | 12 | | 78.00 | 783.00 | 783.00 | 7/25/1970 |
WASH 52210
| Log | ALTERATION | | | CITY OF WILSONVILLE | | 12 | | 78.00 | 783.00 | 779.00 | 5/19/1997 |
|
WASH 3561
|
Late Tertiary Basalt Aq
|
Late Tertiary Basalt Aq
|
Late Tertiary Basalt Aquifers
|
Pacific Northwest basaltic-rock aquifers
|
Columbia River Basalt Group
|
WASH 52210
|
Late Tertiary Basalt Aq
|
Late Tertiary Basalt Aq
|
Late Tertiary Basalt Aquifers
|
Pacific Northwest basaltic-rock aquifers
|
Columbia River Basalt Group
|
|
Well Test |
WASH 3561
| Pump | 510.0 | 210.0 | 24.0 | 2.43 |
|
|
Lithology |
0.00
|
2.00
|
Topsoil
| Topsoil |
|
|
2.00
|
5.00
|
Clay
| Red Clay |
|
|
5.00
|
10.00
|
Boulders
| Boulders |
|
|
10.00
|
38.00
|
Rock
| Broken Rock & Clay |
|
|
38.00
|
40.00
|
Rock
| Rock |
|
|
40.00
|
41.00
|
Clay
| Red Clay |
|
|
41.00
|
65.00
|
Rock
| Soft Rock |
|
|
65.00
|
78.00
|
Rock
| Medium Hard Gray Rock |
|
|
78.00
|
104.00
|
Rock
| Hard Rock |
|
|
104.00
|
116.00
|
Rock
| Soft Red Rock |
|
|
116.00
|
214.00
|
Rock
| Medium Hard Black Rock |
Yes
|
110.00
|
214.00
|
218.00
|
Rock
| Broken Rock & Gray Clay |
Yes
|
110.00
|
218.00
|
239.00
|
Rock
| Medium Hard Black Rock |
Yes
|
110.00
|
239.00
|
288.00
|
Rock
| Gray Rock |
Yes
|
110.00
|
288.00
|
291.00
|
Rock
| Medium Hard Brown Rock |
Yes
|
110.00
|
291.00
|
332.00
|
Lava
| Soft Red Lava |
Yes
|
110.00
|
332.00
|
338.00
|
Rock
| Medium Hard Red Rock |
Yes
|
110.00
|
338.00
|
352.00
|
Rock
| Medium Hard Brown Rock |
Yes
|
110.00
|
352.00
|
368.00
|
Rock
| Hard Gray Rock |
Yes
|
110.00
|
368.00
|
373.00
|
Rock
| Medium Hard Black Rock |
Yes
|
110.00
|
373.00
|
405.00
|
Rock
| Hard Gray Rock |
Yes
|
110.00
|
405.00
|
418.00
|
Rock
| Soft Brown Rock |
Yes
|
110.00
|
418.00
|
442.00
|
Rock
| Medium Hard Brown Rock |
Yes
|
110.00
|
442.00
|
453.00
|
Rock
| Medium Hard Black Rock |
Yes
|
110.00
|
453.00
|
535.00
|
Rock
| Soft Black Rock |
Yes
|
110.00
|
535.00
|
545.00
|
Rock
| Medium Hard Black Rock |
Yes
|
110.00
|
545.00
|
593.00
|
Rock
| Gray Rock |
Yes
|
110.00
|
593.00
|
602.00
|
Clay
| Gray Clay & Broken Rock |
Yes
|
110.00
|
602.00
|
611.00
|
Rock
| Gray & Red Rock |
Yes
|
110.00
|
611.00
|
621.00
|
Rock
| Medium Hard Gray Rock |
Yes
|
110.00
|
621.00
|
655.00
|
Rock
| Soft Red Rock |
Yes
|
110.00
|
655.00
|
679.00
|
Rock
| Medium Soft Gray Rock |
Yes
|
110.00
|
679.00
|
709.00
|
Rock
| Very Hard Gray Rock |
Yes
|
110.00
|
709.00
|
713.00
|
Rock
| Medium Hard Gray Rock |
Yes
|
110.00
|
713.00
|
731.00
|
Rock
| Red Rock |
Yes
|
110.00
|
731.00
|
770.00
|
Rock
| Gray Rock |
Yes
|
110.00
|
770.00
|
778.00
|
Rock
| Very Hard Gray Rock |
Yes
|
110.00
|
778.00
|
783.00
|
Rock
| Medium Hard Gray Rock |
Yes
|
110.00
|
|
Download Diagram
|
|
Construction |
Seal
|
0.00
|
78.00
|
18.000
|
NATIVE MATERIAL
|
Open Interval
|
535.00
|
585.00
|
12.000
|
PERFORATION
|
Casing
|
0.00
|
593.00
|
12.000
|
STEEL
|
Open Interval
|
585.00
|
780.00
|
10.000
|
PERFORATION
|
Casing
|
0.00
|
783.00
|
10.000
|
STEEL
|
Open Interval
|
78.00
|
783.00
|
16.000
|
OPEN ANNULAR SPACE
|
|
|
Measured Water Level |
10/15/2024 | 11:55:00 |
168.77
|
171.23
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
7/22/2024 | 12:43:00 |
167.73
|
172.27
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
4/8/2024 | 10:20:00 |
|
|
OWRD
|
GWATER
| NOT MEASURED | PUMPING | |
1/29/2024 | 10:35:00 |
167.26
|
172.74
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
10/18/2023 | 08:39:00 |
169.15
|
170.85
|
OWRD
|
GWATER
| ETAPE CALIBRATED | UNKNOWN | 1.39 |
7/18/2023 | 09:14:00 |
165.42
|
174.58
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
4/26/2023 | |
|
|
OWRD
|
GWATER
| NOT MEASURED | UNKNOWN | |
10/3/2022 | 12:09:00 |
170.35
|
169.65
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
7/22/2022 | 09:09:00 |
163.96
|
176.04
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
4/20/2022 | 07:52:00 |
164.35
|
175.65
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
1/26/2022 | 11:28:00 |
168.24
|
171.76
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
10/29/2021 | 08:40:00 |
170.67
|
169.33
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
7/22/2021 | 09:03:00 |
167.26
|
172.74
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
4/23/2021 | 09:35:00 |
165.21
|
174.79
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.39 |
7/16/2020 | |
|
|
OWRD
|
GWATER
| NOT MEASURED | UNKNOWN | |
4/28/2020 | 10:04:00 |
163.51
|
176.49
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.37 |
1/16/2020 | 09:40:00 |
165.78
|
174.22
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.37 |
10/7/2019 | 10:53:00 |
166.08
|
173.92
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.37 |
7/22/2019 | 12:25:00 |
163.42
|
176.58
|
OWRD
|
GWATER
| ETAPE CALIBRATED | STATIC | 1.37 |
4/12/2019 | 10:26:00 |
161.19
|
178.81
|
OWRD
|
GWATER
| ETAPE CALIBRATED | OTHER | 1.37 |
|
|
|
|
Geochemistry Samples |
No data matches search criteria. |
|
Unnormalized Major Elements |
No data matches search criteria. |
|
Normalized Major Elements |
No data matches search criteria. |
|
Trace Elements XRF |
No data matches search criteria. |
|
Trace Elements - ICPMS |
No data matches search criteria. |
|
|
Stratigraphy |
No data matches search criteria. |
|
|
|
Flow Meter/Power Meter |
No data matches search criteria. |
|
|
|
|
Aquifer Test Completed: |
|
Geophysical Log Completed: |
|
|
Water Chemistry: |
|
Flowing Well: |
|
Saline: |
|
Rock Geochemistry: |
|
|
OWRD Recorder: |
N
|
Other OWRD Recorder: |
|
|
|
Image/Document Library |
No data matches search criteria. |
|
|
Measured Water Levels |
CMBE | 6/4/1986 | 10/15/2024 | 96 | 153.12 | 224.80 | 170.69 | 161.56 | 170.28 | 184.92 | 168.35 | 186.70 | 182.85 | 161.00 | 188.42 | 168.21 | 172.46 | 161.18 | 188.72 |
OTHR | | | | | | | | | | | | | | | | | | |
OWRD | 6/4/1986 | 10/15/2024 | 96 | 153.12 | 224.80 | 170.69 | 161.56 | 170.28 | 184.92 | 168.35 | 186.70 | 182.85 | 161.00 | 188.42 | 168.21 | 172.46 | 161.18 | 188.72 |
|
Recorder Water Levels |
5/23/2002 | 2/11/2020 | 6439 | 152.19 | 219.78 | 166.86 | 167.35 | 166.16 | 164.96 | 163.70 | 163.85 | 166.15 | 166.69 | 167.97 | 168.91 | 169.16 | 168.73 | 168.21 |
5/23/2002 | 2/11/2020 | 6439 | 152.19 | 219.78 | 166.86 | 167.35 | 166.16 | 164.96 | 163.70 | 163.85 | 166.15 | 166.69 | 167.97 | 168.91 | 169.16 | 168.73 | 168.21 |
5/23/2002 | 2/11/2020 | 6439 | 152.19 | 219.78 | 166.86 | 167.35 | 166.16 | 164.96 | 163.70 | 163.85 | 166.15 | 166.69 | 167.97 | 168.91 | 169.16 | 168.73 | 168.21 |
|
Mean Daily and Instantaneous Recorder Water Levels |
5/23/2002 | 2/11/2020 | 77366 | 152.09 | 250.09 | 166.87 | 167.35 | 166.17 | 164.96 | 163.70 | 163.91 | 166.19 | 166.69 | 167.96 | 168.91 | 169.14 | 168.76 | 168.20 |
5/23/2002 | 2/11/2020 | 77366 | 152.09 | 250.09 | 166.87 | 167.35 | 166.17 | 164.96 | 163.70 | 163.91 | 166.19 | 166.69 | 167.96 | 168.91 | 169.14 | 168.76 | 168.20 |
5/23/2002 | 2/11/2020 | 77366 | 152.09 | 250.09 | 166.87 | 167.35 | 166.17 | 164.96 | 163.70 | 163.91 | 166.19 | 166.69 | 167.96 | 168.91 | 169.14 | 168.76 | 168.20 |
|
|
Other Identifiers |
OWRD GWR 027
|
03S/01W-01CDA
|
| Frank, F.J., and Collins, C.A., 1978, Groundwater in the Newberg area, northern Willamette Valley, Oregon:State of Oregon Water Resources Dept., Ground Water Report No. 27. | |
USGS SITE ID
|
452006122451501
|
| U.S. Geological Survey Siteid | Report |
|
|