Drainage & Erosion Control Report
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n A. Drainage Plan
U 1 Project Description 4
II 2. Existing Conditions 4
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3. Infiltration Rates/Soils 5
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n 5 Fuel Tanks 5
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6 Sub-basin Description 5
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n 8 Aesthetic Considerations 7
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9 Downstream Analysis
C 10 Covenants, Dedications, Easements 7
n 11 Homeowners' Articles of Incorporation 7
U 12 Project Engineer's Certificate 7
r 13 Facility Summary Forms 8
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14 Engineer's Estimate 17
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B. Erosion Control Plan
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U 1 Construction Sequence & Procedure 19
r 2. Trapping Sediment 20
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3. Permanent Erosion Control and Site Restoration 20
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n 5 Inspection Sequence 20
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Figures
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1
Vicinity Map
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2.
Work Map
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FEMA Map
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4 Existing Topography
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D Maintenance Plan
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Type and Frequency of Long-Term Maintenance
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2.
Responsible Maintenance Organization
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Frequency of Sediment Removal
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Cleaning of Catch Basins
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Vegetation Control
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Appendix I Soils Report
Appendix II Calculations
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Appendix III Local Well Logs
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A.
Drainage Plan
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1
Project Description
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The proposed development is a 44-unit apartment complex on a 2 52 acre lot,
with 053 acres of roof, 087 acres of pavement surface, and 091 acres of
landscaping An additional 0.22 acres of pavement exists on Safeway's south
access road, and is treated and disposed of on the Safeway site.
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The lot was created out of the south end of the Safeway site Much of the
information compiled for the Safeway drainage plan, including the well logs, the
level one site assessment, and the soils report (as related to drainage), are
used in this report with Safeway's permission.
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Runoff from the buildings' roof will be collected and disposed of without
pretreatment in percolation trenches. Runoff from the parking lots and
landscaped areas will be collected and conveyed to wet tanks sized for a 6-
month storm for pretreatment. Final disposal will be in a percolation trenches as
shown on the site plan.
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The wet tank inlet catch basins will have overflow structures to divert flows
larger than a six-month storm directly to the percolation trenches.
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The percolation trenches are designed for a 100-year 24-hour Thurston County
storm. In the Safeway storm drainage plan it was found that the 24-hour event
required greater percolation capacity than the 7 -day event for the type of
intensity of development used at the Safeway site. That relationship is
expected to follow here, since the two developments have similar percentages
of developed area and time of concentration
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2.
Existing Conditions
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Before development of the Safeway store, this site had two small sheds, one of
which housed a domestic well, some pasture, and an old filbert orchard (see
Figure 4) Access was from Vancil Road. During site preparation for Safeway,
the sheds were removed and the well was abandoned in accordance with DOE
regulations. At present, the site is essentially un-maintained pasture and
overgrown orchard.
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There is no flow onto the site from any direction. About 9,600 square feet on
the north side of the site was paved as part of the Safeway south access road
and was included in the drainage calculations for that system The rest of the
site slopes to the south at about two percent, but there is no noticeable surface
runoff
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3
Infiltration Rates/Soils.
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For the Safeway project, a soils report was prepared by Earth Consultants The
drainage part of the report addressed soils adjacent to the Safeway store,
improvements on Yelm Avenue, and improvements on Vancil Road adjacent to
the site The soils in all locations were essentially the same. Results of the
soils report are used here with Safeway's permission.
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The soil at the proposed site is Spanaway gravelly sandy loam or Nisqually
loamy sand. These soils were formed in glacial outwash and are very
permeable
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Typical infiltration rates are over 20 inches per hour In this analysis a safety
factor of two will be used, or 10 inches per hour For use in the Waterworks
program, this rate is translated to 6 minutes per inch.
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A full discussion of soil characteristics is included in Appendix A, the soils report
for the Safeway project and attached to this report.
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Groundwater flow appears to be to the southwest, toward the Yelm Ditch. The
Yelm Ditch flows southeasterly, toward the Nisqually River
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4
Wells.
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There are 40 well logs on file in the DOE records for Section 29, Township 17
North, Range 2 East. There was a well on the apartment site itself, according to
the Level 1 Site Assessment prepared for Safeway by Hahn and Associates.
The well was abandoned in accordance with DOE requirements during
development of the Safeway site
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5
Fuel Tanks.
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The Phase 1 Environmental Site Assessment for the Safeway store identified no
fuel tanks on the apartment site
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6
Sub-basin description.
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There are six sub-basins on the site.
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A)
Building A Roof 6,000 square feet, which will be conveyed to the roof
drain percolation trench in front of the building (east) without treatment.
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B)
Building B Roof 7,850 square feet, which will be conveyed to the roof
drain percolation trench in front of the building (north) without treatment.
C)
Building C Roof 6,000 square feet, which will be conveyed to the roof
drain percolation trench in front of the building (west) without treatment.
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Required
Os-mo Q100 Wet Tank Perc. Trench
Sub-basin Area (Acre) Cfs cfs Volume Description
(CF)*
A 014 N A. 0.30 N.A. 11' x 42' x 2'
B 018 N A. 030 N.A. 10' X 58' x 2'
C 014 N.A. 030 N A. 11' x 42' x 2'
D 053 008* o 69** 873 20' x 52' x 2'*
E 132 042 2.00 4,500 20' x 160' x 2'
F 0.22 NA.*- NA.-* NA.-* N A. ***
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D)
West side landscaping, sidewalks, and parking lot. 22,950 square feet,
most of which will be conveyed to a wet tank and percolation trench
system located in the play area west of Building D The percolation
trench will also take flow from the roof of Building 0 without treatment.
E)
East side landscaping, sidewalks, and parking lot. 63,400 square feet,
which will be conveyed to a wet tank and percolation system in the play
area on the north side. The sub-basin will be analyzed as a single
system designed to treat and infiltrate the entire basin, then split into
equal half-sized basins, each with its own half-size treatment and
infiltration facilities.
F)
Safeway access road. 10,100 square feet which currently drains to
Safeway's onsite storm drainage system and will continue to do so
Safeway's system was built in 1998 No new drainage facilities will be
built for this sub-basin.
Sub-basin Summary
TOTAL
2.53
*
Excludes runoff from Building "D" roof
Includes flow from entire 0 5 acres, including Building "D" roof
Included in existing Safeway system, 1998
**
***
Analysis of 1 OO-year flood.
According to the local FEMA map (Figure 3), the site is in a Zone "C" area,
meaning it is above the 1 OO-year flood but may be flooded by larger events.
All storm drainage facilities for this project have been designed for 100-year 24-
hour Thurston County storm (see section 6, Sub-basin description , and
Appendix II, Calculations) Through the use of control orifices, all flows greater
than a 6-month storm will be bypassed around the wet tanks and directed to the
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2K0013
percolation trenches. The buildings are cOnnected directly to their percolation
trenches without pretreatment.
8
Aesthetic considerations.
All storm drainage facilities are buried and are away from public view
Since all the flow generated on the site will be percolated into the ground, there
will be no surface flow downstream. Stormwater that percolates into the ground
may eventually flow into the Yelm Ditch channel, but at a considerable delay
from the peak of a storm. No impacts on channel flow are expected.
10
Covenants, Dedications, and Easements.
All stormwater facilities on the site will remain private, with no easement
provisions.
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Homeowner's Articles of Incorporation
"I hereby state that this Drainage and Erosion/Sediment Control Plan for the
Yelm Multifamily project has been prepared by me or under my supervision and
meets the standard of care and expertise which is usual and customary in this
community for professional engineers. I understand that the City of Yelm does
not and will not assume liability for the sufficiency, suitability, or performance of
drainage facilities r ared by me
I EXPIRES: ,....."Z.Q? I
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Downstream considerations.
Not applicable
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Project Engineer's Certificate
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Facility Summary Form
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CITY OF YELM
FACILITY SUMMARY FORM
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Complete one (1) for each facility (detentionlretention, coalescing plate filter, etc.) on
the project site Attach 8 Y:z x 11 sketch showing location of facility
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Proponent's Facility Name or Identifier (e g , Pond A) Various
Name of Road or Street to Access Facility' Vancil Road
Hearings Examiner Case Number
Development Rev Project No./Bldg Permit No
Parcel Number 22730-110400
(see plan)
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Part 1 - Proiect Name and Proponent
Project Name: Apartments
Project Owner Safewav. Inc.
Project Contact: Bob Blair
Address: 1121 - 124th Avenue Northeast. Bellevue. WA 98005-0990
Phone (425)637-2247
Project Proponent: (if different)
Address:
Phone'
Project Engineer J. Michael Robinson. P.E.
Firm: AHR Enaineers. Inc.. Tacoma. WA Phone
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(253)922-2332
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Part 2 - Proiect Location
Section
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Township
17N
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Range
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Names and Addresses of Adiacent Property Owners.
SEE LAND USE APPLICATION PACKAGE
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Part 3 - Tvpe of Permit Application
Type of permit (e g 1 Commercial Bldg)
Commercial Buildina
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Other Permits (circle)
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DOFIW HPA
COE 404
COE Wetlands
DOE Dam Safety
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FEMA
Floodplain
Shoreline Mgmt
Rockery/Retaining Wall
Encroachment
Grading
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NPDES
Other
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Other Agencies (Federal, State, Local, etc.) that have had or will review this Drainage
Erosion Control Plan.
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NONE
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Part 4 - Prooosed Proiect Description
What stream basin is this project in (e g , Percival, Woodland)
Project Size, acres
Zoning
Onsite
NisQuallv
2.51
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Residential Subdivision.
Number of Lots.
Lot size (average), acres.
Building Permit/Commercial Plat:
Building (s) Footprint, acres.
Asphalt Paving, acre
Gravel Surface, acres:
Lattice Block Paving, acres.
Public Roads (including gravel shoulder), acres:
Private Roads (including gravel shoulder), acres:
Onsite Impervious Surface Total, acres:
N/A
N/A
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0.50
0.87
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Part 5 - Pre-Develooed Proiect Site Characteristics
Stream through site, y/n
Name
DNR Type
Type of fe~ture this facility discharges to (i e , lake, stream, intermittent stream, pothole,
roadside ditch, sheetflow to adjacent private property, etc.)'
GROUNDWATER. VIA PERCOLATION TRENCHES
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Swales, Ravines, y/n
Steep slopes, (steeper than 15%) y/n
Erosion hazard, y/n.
100 yr Floodplain, y/n
Lakes or Wetlands, y/n:
Seeps/Springs, y/n.
High Groundwater Table, y/n
Wellhead Protection or Aquifer Sensitive Area, y/n.
Other.
N
N
N
N
N
N
N
Y
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Part 6 - Facility Description
SUB-BASIN "A"
BUILDING "A" ROOF DRAINS
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Total Area Tributary to Facility Including Offsite (acres)
Total Onsite Area Tributary to Facility (acres)
Design Impervious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
0.14
0.14
0.14
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0.14
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Enter a one (1) for the type offacility.
Wet pond detention
Wet pond water surface area, acres
Dry pond detention
Underground detention
Infiltration pond
Dry well infiltration
Coalescing plate separator
Centrifuge separator
Other PERCOLATION TRENCH
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D
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Outlet type (Enter a one (1) for each type present)
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Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
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Part 7 - Release to Groundwater
Design Percolation Rate To Groundwater (if applicable)
10 inlhr
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Part 6 - Facility Description
SUB-BASIN uB"
BUILDING UB" ROOF DRAINS
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Total Area Tributary to Facility Including Offsite (acres)
Total Onsite Area Tributary to Facility (acres)
Design Impervious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
0.18
0.18
0.18
0.00
0.18
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Wet pond detention
Wet pond water surface area, acres
Dry pond detention
Underground detention
Infiltration pond
Dry well infiltration
Coalescing plate separator
Centrifuge separator
Other PERCOLATION TRENCH
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1
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Outlet type (Enter a one (1) for each type present)
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Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
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Part 7 - Release to Groundwater
II,
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Design Percolation Rate To Groundwater (if applicable)
10 in/hr
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Part 6 - Facilitv Description
SUB-BASIN "C"
BUILDING "C" ROOF DRAINS
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Total Area Tributary to Facility Including Off site (acres)
Total Onsite Area Tributary to Facility (acres)
Design Impervious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
0.14
0.14
0.14
0.00
0.14
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Entera one (1) for the type offacility.
Wet pond detention
Wet pond water surface area, acres
Dry pond detention
Underground detention
Infiltration pond
Dry well infiltration
Coalescing plate separator
Centrifuge separator
Other PERCOLATION TRENCH
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Oil water separator
Single orifice
Multiple orifice
Weir
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Spillway
Pump (s)
Other
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Part 7 - Release to Groundwater
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Design Percolation Rate To Groundwater (if applicable)
10 inlhr
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Part 6 - Facility Description
SUB-BASIN "0"
WEST SIDE, INCLUDING BUILDING "0"
D
D
Total Area Tributary to Facility Including Off site (acres)
Total Onsite Area Tributary to Facility (acres)
Design Impervious Area Tributary to Facility (acres)'
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
0.53
0.53
0.21
0.32
0.53
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Entera one (1) forthe type offacility"
Wet pond detention
Wet pond water surface area, acres
Dry pond detention
Underground detention
Infiltration pond
Dry well infiltration
Coalescing plate separator
Centrifuge separator
Other PERCOLATION TRENCH
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Oil water separator
Single orifice
Multiple orifice
Weir
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Spillway
Pump (s)
Other
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Part 7 - Release to Groundwater
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Design Percolation Rate To Groundwater (if applicable)
10 inlhr
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Part 6 - Facility Description
SUB-BASIN "E"
EAST SIDE, EXCLUDING BUILDINGS
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Total Area Tributary to Facility Including Off site (acres)
Total Onsite Area Tributary to Facility (acres)
Design Impervious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
1.32
1.32
0.73
0.59
1.32
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Enter a one (1) for the type of facility"
Wet pond detention
Wet pond water surface area, acres
Dry pond detention
Underground detention
Infiltration pond
Dry well infiltration
Coalescing plate separator
Centrifuge separator
Other PERCOLATION TRENCH
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Outlet type (Enter a one (1) for each type present)
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Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
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Part 7 - Release to Groundwater
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Design Percolation Rate To Groundwater (if applicable)
10 in/hr
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Part 6 - Facility Description
SUB-BASIN "F"
SAFEWA Y SOUTH ACCESS ROAD *
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Total Area Tributary to Facility Including Off site (acres)
Total Onsite Area Tributary to Facility (acres)
Design Impervious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
0.22
0.22
0.22
0.00
0.22
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Wet pond detention
Wet pond water surface area, acres
Dry pond detention
Underground detention
Infiltration pond
Dry well infiltration
Coalescing plate separator
Centrifuge separator
Other PERCOLATION TRENCH
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Outlet type (Enter a one (1) for each type present)
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Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
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Part 7 - Release to Groundwater
Design Percolation Rate To Groundwater (if applicable)
10 inlhr
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*
DRAINS TO EXISTING SAFEWA Y DRAINAGE SYSTEM, BUILT AND
APPROVED IN 1998. NO NEW DRAINAGE FACILITIES WILL BE
CONSTRUCTED FOR THIS SUB-BASIN
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250 LF 6" Tightlines @ $8/LF $ 2,000
r 2 EA Type 30 CB @ $500/EA $ 1,000
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42 LF 11' x 2' perc trench pipe w/12" pipe @ $125/LF $ 5,250
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r' Sub-basin "B": Building "B" roof drain percolation system.
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n 280 LF 6" Tightlines @ $8/LF $ 2,240
u 2 EA Type 30 CB @ $500/EA $ 1,000
[1 58 LF 10' x 2' perc trench pipe w/12" pipe @ $125/LF $ 7 ,000
LJ Sub-Total $10,240
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LJ Sub-basin "C": Building "C" roof drain percolation system.
n 250 LF 6" Tightlines @ $8/LF $ 2,000
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LJ 2 EA Type 30 CB @ $500/EA $ 1,000
fl 42 LF 11' x 2' perc trench pipe w/12" pipe @ $125/LF $ 5,250
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Sub- Total $ 8,250
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Sub-basin "0": West 0.5 acres, including building "0"
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n 4 EA Type 30 CB's @ $400/EA $ 1,600
I 86 EA Type 1 CB @ $500/EA $ 4,000
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1 EA Type 1 CB wi overflow structure $ 800
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12" pipes @ $180/LF $ 9.360
r' Sub-Total $20,960
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Sub-basin "E": East side, excluding ail buildings.
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150 LF 12" conveyance lines @ $25/LF
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200 LF 6' wet tank @ $100/LF
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200 LF 15' x 2' perc trench w/double
12" pipes@ $150/LF
12 EA Type 1 CS @ $500/EA
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2 EA Type 1 CS's w/overflow structure @ $800
Sub-Total
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Sub-basin "F": Existing south access road
for Safeway store.
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Sub-total
WSST (8.1%)
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Total
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F Drainage Report June 2000 doc
18
$ 3,880
$20,000
$30,000
$ 6,000
$ 1,600
$61,480
$ -0-
$109,180
8.850
$118,030
2K0013
12/21/00
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2K0013
Part "B" Erosion Control Plan
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1
Construction sequence
A.
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Flag construction limits in the field
B
Mark soil stockpile areas and construct silt fences around
perimeter
C
Flag percolation trench areas to prevent entry of wheeled
vehicles.
o
Strip topsoil and stockpile in designated stockpile areas.
E.
Grade site in accordance with site plan.
F
Excavate trenches for wet tanks to act as temporary percolation
ponds
G.
Begin construction of building and utilities.
H.
Construct temporary swales as required to drain onsite runoff to
wet tank excavations.
Excavate and construct percolation trenches and control/bypass
structures. Do not allow stormwater to enter or vehicles to cross
the trenches.
J
After completion of utilities, fine grade and pave the site in
accordance with the site plan, except for the temporary ponds
located in the wet pond trenches. Storm runoff may be allowed
to enter the control/bypass structures if the outlet pipes to the wet
tank have been daylighted in the wet tank trench excavations and
the bypass pipes to the percolation trenches have been plugged.
Note The contractor may elect to install the wet tanks and pave
over them at the same time the rest of the site is paved If so, the
contractor shall be responsible for cleaning the wet tanks and
percolation trenches of all sediment that may be carried in by
storm runoff before paving is completed. The bypass pipes from
the control/bypass structures to the percolation trenches shall
remain plugged until paving has been completed.
K.
Install catch basin protection measures at all catch basins and
maintain until landscaping work and all other potential sources of
sediment production have been completed.
L.
Final inspection by project engineer
F Drainage Report June 2000 doc
19
12/19/00
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2K0013
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2.
Trapping sediment.
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The Construction Sequence above outlines the measures required to trap
sediment. Sediment will be trapped in temporary retention ponds where the wet
tanks will eventually be installed.
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In all soil stockpile areas, silt fences will be installed around the perimeter to
keep sediment from escaping.
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3
Permanent Erosion Control and Site Restoration.
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After completion of construction, all areas of exposed soil will be seeded with
pasture mix grass seed. Any slopes steeper than 15% will be covered with
straw mulch, beauty bark, or some other means of stabilizing the soil until
permanent vegetation becomes established. Any catch basin that can receive
runoff from uncompleted landscaping activities will have its protection measures
left in place until the landscaping is completed and the soil stabilized.
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4
Geotechnical Analysis & Report
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See Appendix I, Soils Report for Safeway site.
5
Inspection Sequence
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A. Flagging for construction limits, percolation trench areas, and soil
stockpiles, prior to excavation.
S Temporary erosion control facilities for site grading and soil
stockpiles, including excavation of wet tank trenches for
temporary percolation ponds, prior to excavation.
C Placement of filter fabric, drain rock, perforated pipe, and access
structures for percolation trenches, prior to backfilling.
D Placement of control/bypass structures and outlet pipes to wet
tank excavations.
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E.
F
G
Placement and backfilling of wet tanks.
Placement of catch basin protection facilities.
Final inspection.
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F Drainage Report June 2000 doc
20
12/19/00
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LJ Section lie" Figures
.n 1 Vicinity Map
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2. Work. Map
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n 4 Existing Topography
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Site and Surroundmg
Land Use Map
HAl Project
No. 4037
HAHN AND ASSOCIATES
INCORPORATED
FIGURE
October 1997
Not to Scale
ENVIRONMENTAL MANAGEMENT
434 NW SIXTH AVENUE, SUITE 203
PORTLAND, OREGON 97209
503n96-0717
lL5-Acre Property
SE Corner of Vancil Road and
State Highway 507 SE
Yelm, Washington
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2K0013
Section "0" Maintenance Plan
1
Type and Frequency of Long-Term Maintenance
Long-term maintenance will consist of periodic inspection and cleaning
of roof drains, catch basins, wet tanks, and percolation trenches,
according to the following schedule'
Annual Inspections:
1
2.
Roof drains Check for obstructions and clean if necessary
Catch basins and controllbypass structures. Measure sediment
depth and clean if more than 05' of silt is present. Verify that
orifice in outlet pipe to wet tank is clear Remove any oil present.
Observation ports in percolation trenches Verify no water
standing in trenches.
Wet tanks. Verify that tanks are not leaking.
3
4
Bi-annual Inspections. In addition to annual inspection items, also
inspect:
1
Wet tanks Check sediment depth at upstream end and remove
if deeper than 0 5'
Percolation trench structures. Check sediment depth and remove
if greater than 0 5'
2.
2.
Responsible Maintenance Organization
The owner of the apartment complex will be responsible for inspection and
maintenance of the storm drainage system.
3.
Frequency of Sediment Removal.
Sediment shall be removed when periodic inspections show it to be more than 0 5'
deep (see Item 1 above)
4
Cleaning of Catch Basins.
See Item 1 above Catch basins shall be cleaned by a licensed and bonded contractor
5
Vegetation Control
Landscape vegetation will be maintained in accordance with City of Yelm landscaping
regulations.
F Drainage Report June 2000 doc
22
12/19/00
~PPENO\~ \
SO\LS REPOR"t
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GEOTECHNICAL ENGINEERING STUDY
PROPOSED SAFEW A Y
YELM AVENUE EAST
AND VANCIL ROAD
YELM, WASHINGTON
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E-8092
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March 2, 1998
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PREPARED FOR
SAFEWAY, INCORPORATED
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\~aymond A Cogla_s
Staff Engineer
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Kyle R Campbell, P E.
Manager of Geotechnical Services
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, 805 - '36th Place Northeast, Suite 201
Bellevue, Washington 98005
(425) 643-3780
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IMPORTANT INFORMATION
ABOUT YOUR
GEOTECHNICAL ENGINEERING REPORT
More construction problems are caused by site subsur-
face conditions than any other factor. As troublesome as
subsurface problems can be their frequency and extent
have been lessened considerably in recent years. due in
large measure to programs and publications of ASFEj
The Association of Engineering Firms Practicing in
the Geosciences.
The following suggestions and observations are offered
to help you reduce the geotechnical-related delays.
cost-overruns and other costly headaches that can
occur during a construction project.
A GEOTECHNICAL ENGINEERING
REPORT IS BASED ON A UNIQUE SET
OF PROJECT-SPECIFIC FACTORS
A geotechnical engineering report is based on a subsur-
face exploration plan deSIgned to incorporate a unique
set of project-specific factors. These typically include'
the general nature of the structure involved its size and
configuration the location of the structure on the site
and its orientation physical concomitants such as
access roads. parkmg lots. and underground utilities,
and the level of additional risk which the client assumed
by virtue of limitations imposed upon the exploratory
program To help avoid costly problems, consult the
geotechnical engineer to determine how any factors
which change subsequent to the date of the report may
affect its recommendations.
Unless your consulting geotechnical engineer indicates
otherwise your geotecnnical engineering report snould not
be used
. When the nature of the proposed structure is
changed for example if an office building will be
erected instead of a parking garage or if a refriger-
ated warehouse will be built instead of an unre-
frigerated one.
. when the size or configuration of the proposed
structure is altered
. when the location or orientation of the proposed
structure IS modified
. when there is a change of ownership. or
. for application to an adiacent site
Geotecnnical engineers cannot accept responsi&ility for problems
which may develop if they are 110t consulted after factors consid-
ered in their report s development have changed
MOST GEOTECHNICAL "FINDINGS"
ARE PROFESSIONAL ESTIMATES
Site exploration identifies actual subsurface conditions
only at those points where samples are taken when
they are taken Data derived through sampling and sub-
sequent laboratory testing are extrapolated by geo-
technical engineers who then render an opinion about
overall subsurface conditions. their likely reaction to
proposed construction activity. and appropriate founda-
tion design Even under optimal circumstances actual
conditions may differ from those inferred to exist
because no geotechnical engineer, no matter how
qualified and no subsurface exploration program no
matter how comprehensive can reveal what is hidden by
earth rock and time. The actual interface between mate-
rials may be far more gradual or abrupt than a report
indicates. Actual conditions in areas not sampled may
differ from predictions. Notning can &e done to prevent tne
unanticipated but steps can be taken to nelp minimIze their
impact For this reason most experienced owners retain tneir
geotecnYllcal consultants tnrougn tne construction stage to iden-
tify variances. conduct additional tests which may be
needed and to recommend solutions to problems
encountered on site.
SUBSURFACE CONDITIONS
CAN CHANGE
Subsurface conditions may be modified by constantly-
changing natural forces. Because a geotechnical engi-
neering report is based on conditions which existed at
the time of subsurface exploration construction decisions
should not be based on a geotecnnical engineering report wnose
adeqLwcy may have been affected by time. Speak with the geo-
technical consultant to learn if additional tests are
advisable before construction starts.
Construction operations at or adjacent to the site and
natural events such as floods. earthquakes or ground-
water fluctuations may also affect subsurface conditions
and thus. the continuing adequacy of a geotechnical
report. The geotechnical engineer should be kept
apprised of any such events. and should be consulted to
determine if additional tests are necessary.
GEOTECHNICAL SERVICES ARE
PERFORMED FOR SPECIFIC PURPOSES
AND PERSONS
Geotechnical engineers reports are prepared to meet
the specific needs of specific individuals. A report pre-
pared for a consulting civil engineer may not be ade-
quate for a construction contractor. or even some other
consulting civil engineer. Unless indicated otherwise
thIS report was prepared expressly for the client involved
and expressly for purposes indicated by the client. Use
by any other persons for any purpose or by the client
for a different purpose may result in problems. No indi-
vidual other than the clIent should apply this report for its
intended purpose witnout first conferring with tne geotecnnical
engineer No person should apply tnis report for any purpose
other than that originally contemplated without first conferring
witn the geotechnical engineer
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A GEOTECHNICAL ENGINEERING
REPORT IS SUBJECT TO
MISINTERPRETATION
Costly problems can occur when other design profes-
sionals develop their plans based on misinterpretations
of a geotechnical engineering report. To help avoid
these problems. the geotechnical engineer should be
retained to work with other appropriate design profes-
sionals to explain relevant geotechnical findings and to
review the adequacy of their plans and specifications
relative to geotechnical issues.
BORING LOGS SHOULD NOT BE
SEPARATED FROM THE
ENGINEERING REPORT
Final boring logs are developed by geotechnical engi-
neers based upon their interpretation of field logs
(assembled by site personnel) and laboratory evaluation
of field samples. Only final boring logs customarily are
included in geotechnical engineering reports. These logs
should 110t under any circumstances be redrawn for inclusion in
architectural or other design drawings. because drafters
may commit errors or omissions in the transfer process.
Although photographic reproduction eliminates this
problem it does nothing to minimize the possibility of
contractors misinterpreting the logs during bid prepara-
tion When this occurs. delays. disputes and unantici-
pated costs are the all-too-frequent result.
To minimize the likelihood of boring log misinterpreta-
tion give contractors ready access to the complete geotechnical
engineering report prepared or authorized for their use.
Those who do not provide such access may proceed un-
der the mistaken impression that simply disclaiming re-
sponsibility for the accuracy of subsurface information
always insulates them from attendant liability Providing
the best available information to contractors helps pre-
vent costly construction problems and the adversarial
attitudes which aggravate them to disproportionate
scale.
READ RESPONSIBILITY
CLAUSES CLOSELY
Because geotechnical engineering is based extensively
on judgment and opinion it is far less exact than other
design disciplines. This situation has resulted in wholly
unwarranted claims being lodged against geotechnical
consultants. To help prevent this problem geotechnical
engineers have developed model clauses for use in writ-
ten transmittals. These are not exculpatory clauses
designed to foist geotechnical engineers liabilities onto
someone else. Rather. they are definitive clauses which
identify where geotechnical engineers responsibilities
begin and end Their use helps all parties involved rec-
ognize their individual responsibilities and take appro-
iJriate action Some of these definitive clauses are likely
to appear in your geotechnical engineering report. and
you are encouraged to read them closely Your geo-
technical engineer will be pleased to give full and frank
answers to your questions.
OTHER STEPS YOU CAN TAKE TO
REDUCE RISK
Your consulting geotechnical engineer will be pleased to
discuss other techniques which can be employed to mit-
igate risk. In addition ASFE has developed a variety of
materials which may be beneficial Contact AS FE for a
complimentary copy of its publications directory
Published blJ
A5FETHEASSOCIATION
OF ENGINEERING FIRMS
PRACTICING IN THE GEOSCIENCES
8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/(301) 565-2733
0788/JM
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March 2, 1998
E-8092
Safeway, Incorporated
Seattle Division
POBox 85001
Bellevue, Washington 98015-8501
Attention
Mr Mitch Johnson
Dear Mr Johnson
We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed
Safeway, Yelm Avenue East and Vancil Road, Yelm, Washington" This report presents the
results of our field exploration, selective laboratory tests, and engineering analyses The
purpose and scope of our study was outlined in our proposal dated January 16, 1998
In our opinion, development of the proposed building site is feasible from a geotechnical
standpoint Investigation of the subsurface was performed by excavating a series of test pits
in the proposed building and pavement areas Poorly graded sand with silt underlain by poorly
graded sand and poorly graded gravel was predominantly encountered at the test pit locations
In our opinion, the proposed structures can be supported on conventional spread and
continuous footings bearing on at least two feet of structural fill The native sand and gravel
soils should be suitable for use as structural fill, provided the soils are at or near their optimum
moisture content at the time of compaction Recommendations for site preparation and
foundation support are provided in the "Site Preparation and General Earthwork" and
"Foundations" sections of the report
We appreciate this opportunity to have been of service to you during this initial phase of
project development, and we look forward to working with you in the future phases. Should
you or your consultants have any questions about the content of this report, or if we can be
of further assistance, please call
Sincerely,
EARTH CONSULTANTS, INC
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Kyle R Campbell, P E
Manager of Geotechnical Services
1805 -136th Place NE, Suite 201, Bellevue, Washington 98005
Bellevue (425) 643-3780 Seattle (206) 464-1584 FAX (425) 74-608-60 Tacoma (253) 272-6608
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TABLE OF CONTENTS
E-8092
PAGE
INTRODUCTION
General .
Proiect Descriotion
1
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SITE CONDITIONS
Surface
Subsurface
Groundwater
Laboratorv Testing
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DISCUSSION AND RECOMMENDATIONS
General
Site Preoaration and General Earthwork
Foundations
Hvdroloqic Soil Grouo
Permanent Retaining and Foundation Walls
Slab-an-Grade Floors
Seismic Design Considerations
Site Drainage
Excavations and Slooes
Utilitv Trench Backfill
Pavement Areas
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LIMITATIONS
Additional Services
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Appendix A
Appendix B
Field Exploration
Laboratory Test Results
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Plate 1
Plate 2
Plate 3
Plate 4
Vicinity Map
Test Pit Location Plan
Typical Footing Subdrain Detail
Utility Trench Backfill
Plate A 1
Plates A2 through A 14
Legend
Test Pit Logs
Plates B1 through 83
Sieve Analyses
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GEOTECHNICAL ENGINEERING STUDY
PROPOSED SAFEWA Y
YELM AVENUE EAST AND VANCIL ROAD
YELM, WASHINGTON
E-8092
INTRODUCTION
General
This report presents the results of the Geotechnical Engineering Study completed by ECI for
the proposed Safeway Store, Yelm Avenue East and Vancil Road, Yelm, Washington The
purpose of this study was to explore the subsurface conditions at the site, and based on the
conditions encountered, develop geotechnical recommendations for the proposed site
development The general location of the site is shown on the Vicinity Map, Plate 1
Proiect Descriotion
Our exploratory locations are presented on the Test Pit Location Plan, Plate 2 We understand
it is planned to construct a 55,000 square foot grocery store at the site Three smaller retail
developments with building footprints ranging between approximately 4,000 square feet to
8,000 square feet are also planned at the site The remainder of the site will be developed
with pavement areas We understand the proposed development is planned for approximately
the northern three quarters of the property
We anticipate the building will consist of concrete-masonry-unit construction with slab-on-
grade floors Based on our experience with similar projects, we anticipate wall loads will be
in the range of four (4) to six (6) kips per lineal foot, column loads in the range of eighty (80)
to one hundred (100) kips, and slab-on-grade floor loads of two hundred fifty (250) pounds
per square foot If any of the above design criteria are incorrect or change, we should be
consulted to review the recommendations contained in this report In any case, ECI should
be retained to perform a general review of the final design
SITE CONDITIONS
Surfa ce
The property is located southeast of the intersection of Yelm Avenue East and Vancil Road,
in Yelm, Washington (see Vicinity Map, Plate 1) The property consists of three parcels, with
a total area of approximately twelve (12) acres Two, one-story wood-frame single-family
residences, and a wood-frame barn are located on the property One of the single-family
residences at the east end of the site, was occupied at the time our field exploration was
performed The site topography gradually slopes downward to the south and southwest at
grades of approxImately one to three percent In the vicinity of the proposed development,
the site is vegetated primarily with grasses At the south end of the property, the site is
densely vegetated with deciduous trees
Earth Consultants, Inc.
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle Division
March 2, 1998
E-8092
Page 2
Subsurface
The subsurface was explored by excavating thirteen test pits at the approximate locations
shown on Plate 2 These test pits were performed on January 30, 1998 Please refer to the
Test Pit Logs, Plates A2 through A 14, for a more detailed description of the conditions
encountered at the test pit locations A description of the field exploration methods is
included in Appendix A The following is a generalized description of the subsurface
conditions encountered
Loose poorly graded sand with silt (Unified Classification SP-SM) was predominantly
encountered to depths of approximately two to three feet below the surface Poorly graded
sand (SP) and poorly graded gravel (GP) were predominantly encountered below depths of
approximately three feet These soils were observed to be In a loose to medium dense
condition Cobbles in the range of four to ten inches were also encountered in the gravel
deposits
Groundwater
Groundwater seepage was encountered at test pit locations TP-1 through TP-3 at the time of
our exploration The groundwater was encountered at a depth of approximately eight feet,
and the flow rate of groundwater seepage into the test pits was light to moderate Based on
the available topographic survey, the groundwater level encountered corresponds to an
elevation of approximately 341 0 feet Groundwater seepage levels are not static, and
fluctuations in the level and rate of seepage can be expected depending on the season,
amount of rainfall, surface water runoff, and other factors Generally, the groundwater level
is higher in the wetter winter months (typically October through May) Groundwater seepage
may be encountered during construction in deep foundation or utility trench excavations.
laboratory Testing
Laboratory tests were conducted on several representative soil samples to verify or modify
the field soil classification and to evaluate the general physical properties and engineering
characteristics of the soil encountered Moisture content tests were performed on all samples.
The results of laboratory tests performed on specific samples are provided in Appendix B, or
at the appropriate sample depth on the test pit logs It is important to note that these test
results may not accurately represent the overall in-situ soil conditions Our geotechnical
recommendations are based on our interpretation of these test results and their use in guiding
our engineering judgement ECI cannot be responsible for the interpretation of these data by
others
In accordance with our Standard Fee Schedule and General Conditions, the soil samples for
thiS project will be discarded after a period of fifteen days following completion of this report
unless we are otherwise directed in writing.
Earth Consultants. Inc.
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle Division
March 2, 1998
E-8092
Page 3
DISCUSSION AND RECOMMENDATIONS
General
Based on the results of our study, it is our opinion the proposed development can be
constructed generally as planned provided the recommendations contained in this report are
incorporated into the final design In our opinion, the proposed grocery store and retail
structures can be supported on conventional spread and continuous footings bearing on at
least two feet of structural fill Slab-on-grade floors can be supported on at least one foot of
structural fill In our opinion, the native sand and gravel soils can be used as structural fill,
provided the soils are at their optimum moisture content at the time of compaction Structural
fill requirements, and additional recommendations regarding site preparation and foundations
are presented in the following sections of this report
This report has been prepared for specific application to this project only and in a manner
consistent with that level of care and skill ordinarily exercised by other members of the
profession currently practicing under similar conditions in this area, and is for the exclusive
use of Safeway, Incorporated and their representatives No other warranty, expressed or
implied, is made We recommend that this report, in its entirety, be included in the project
contract documents for the information of the contractor
Site Preparation and General Earthwork
The building and pavement areas should be stripped and cleared of surface vegetation,
existing foundations, organic matter, and other deleterious material Stripped materials should
be removed from the site. Existing utility pipes intended to be abandoned, should be plugged
or removed so that they do not provide a conduit for water and cause soil saturation and
stability problems
Once the area has been stnpped, the ground surface where structural fill, foundations, or
slabs are to be placed should be observed by a representative of ECI Proofrolling may be
necessary to identIfy and delineate loose or unstable areas in the building and proposed
pavement areas Proofrolling should be performed under the observation of a representative
of ECI Areas that are found to be yielding or unstable should be repaired either by re-
compacting the area, or overexcavating and replacing with structural fill The use of a woven
geotextile placed on the overexcavated surface may be useful in bridging over unstable areas
Cement kiln dust treatment can also be considered for stabilizing wet soils
Earth Consultants. Inc.
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle Division
March 2, 1998
E-8092
Page 4
During dry weather, any non-organic compactible soil can be used as structural fill Fill for use
during wet weather should consist of a well graded granular material having a maximum size
of three inches and no more than five percent fines passing the No 200 sieve based on the
minus 3/4-inch fraction. The fines content of the upper three feet of native soils ranged
between approximately eight (8) to twelve (12) percent These soils are moisture sensitive,
and compaction and grading of these soils will be difficult if the soil moisture is above its
optimum moisture content The fines content of the native soils below a depth of
approximately three feet was generally less than five percent, and therefore these soils will
be less moisture sensitive At the time of our exploration, the majority of the upper deposit
of poorly graded sand with silt was above its optimum moisture content The lower deposits
of sand and gravel were at or near their optimum moisture content
Due to the moisture sensitive nature of the upper deposit of poorly graded sand with silt, wet
weather conditions may adversely impact the earthwork phase of construction Exposed
native surfaces may degrade when exposed to moisture, potentially impacting the workability
of the soil, and possibly the mobilIty of on-site equipment To help stabilize degraded native
surfaces, cement kiln dust treatment (CKD) or cement treatment can be considered
Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements,
or other load-bearing areas Structural fill under floor slabs and footings should be placed in
horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a
minimum of 90 percent of its laboratory maximum dry density, determined in accordance with
ASTM Test Designation 0-1557-78 (Modified Proctor). The fill materials should be placed at
or near the optimum moisture content Fill under paverrents and walks should also be placed
in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve
(12) inches which should be compacted to 95 percent of maximum density
Foundations
Assuming compliance with the recommendations outlined in the 11 Site Preparation and General
Earthwork," section of this report, the proposed grocery store and retail structures may be
supported on a conventional spread and continuous footing foundation bearing on at least two
feet of structural fill. In our opinion, the native soils can be compacted to meet the
requirements of structural fill, provided the soils are at or near their optimum moisture content
at the time of compaction If the native soil cannot be compacted to the requirements of
structural fill, overexcavation or treatment (CKD or cement) to the recommended depth (two
feet) will be necessary. ECI should observe compaction of the foundation soils, and perform
density testing in foundation structural fill areas to confirm compaction levels
Exterior foundation elements should be placed a minimum depth of eighteen (18) inches below
final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve
(12) inches below the top of slab, except in unheated areas, where interior foundation
elements should be founded at a minimum depth of eighteen (18) inches
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle Division
March 2, 1998
E-8092
Page 5
With foundation support obtained as described above, an allowable soil bearing capacity of
two thousand five hundred (2,500) pounds per square foot (psf) can be used for foundations
bearing on at least two feet of structural fill This value of allowable soil bearing capacity
incorporates a theoretical factor-of-safety in excess of three against actual shear failure
Continuous and individual spread footings should have minimum widths of eighteen (18) and
twenty-four (24) inches, respectively Assuming the footings are placed on at least two feet
of structural fill, total settlement of one inch and differential settlement of one half inch is
anticipated for the proposed structures Most of the anticipated settlements should occur
during construction as dead loads are applied
Horizontal loads can be resisted by friction between the base of the foundation and the
supporting soil, and by passive soil pressure acting on the face of the buried portion of the
foundation For fnctional capacity, a coefficient of 0 40 may be used for foundations
elements bearing on structural fill For passive earth pressure, the available resistance can be
computed using an equivalent fluid pressure of three hundred (300) pounds per cubic foot
(pcf), assuming the foundation is poured "neat" against competent native soils or backfilled
with structural fill These lateral resistance values are allowable values, a factor-of-safety of
1.5 has been included
Hvdrologic Soil Group
We understand the installation of storm water infiltration systems is planned at the site For
purposes of designing these systems, the sand and gravel soils located below a depth of
approximately three feet were classified based on their hydrologic soil grouping The soils
were classified in accordance With Table 111-3 1 of the Stormwater Management Manual for
the Puget Sound Basin The soils encountered below a depth of three feet generally consisted
of medium sand, gravel, and cobbles In our opinion, these soils are consistent with
Hydrologic Soil Group A of Table 111-3 1, for coarse sands and cobbles An infiltration rate of
twenty (20) inches per hour is indicated on Table 111-3 1 for these soils
To provide additional field data regarding infiltration rates, infiltration tests were performed
at test pit locations TP-7 and TP-13 at depths of approximately four feet The results of these
tests indicate infiltration rates that range between thirty (30) to forty-five (45) inches per
hour
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle Division
March 2, 1998
E-8092
Page 6
Permanent Retaininq and Foundation Walls
Retaining and foundation walls should be designed to resist lateral earth pressures imposed
by the retained soils Walls that are designed to yield can be designed to resist the lateral
earth pressures imposed by an equivalent fluid with a unit weight of thirty-five (35) pcf For
walls that are restrained at the top from free movement, the equivalent fluid pressure should
be increased to fifty (50) pcf The above lateral earth pressure values assume horizontal
backfill conditions, and no surcharges due to traffic, adjacent foundations, construction loads,
or other loadings If surcharges are to apply, they should be added to the above design lateral
pressures
Conventional above-grade retaining walls should be provided with a perforated drain pipe and
backfilled with a free-draining material The free-draining material should extend at least
eighteen (18) inches behind the wall The remainder of the backfill should consist of
structural fill
Slab-on-Grade Floors
Slab-an-grade floors should be supported on at least one foot of structural fill As mentioned
previously, the native sand and gravel soils can be compacted to meet the requirements of
structural fill, provided the soils are at or near their optimum moisture content at the time of
compaction Slab-on-grade floors should be designed by the structural engineer based on the
anticipated loading and the subgrade support characteristics For slab-on-grade floors
supported on structural fill, a modulus of vertical subgrade reaction of three hundred (300)
pounds per cubic inch (pci) can be used for design
The slab should be provided with a minimum of four inches of free-draining sand or gravel
(less than five percent fines) In areas where slab moisture is undesirable, a vapor barrier such
as a 6-mil plastic membrane may be placed beneath the slab Two inches of damp sand may
be placed over the membrane for protection during construction and to aid in curing of the
concrete
Seismic Design Considerations
The Puget Lowland is classIfied as a Seismic Zone 3 by the Uniform Building Code (UBC) The
largest earthquakes in the Puget Lowland are widespread and have been subcrustal events,
ranging in depth from thirty (30) to fifty-five (55) miles Such deep events have exhibited no
surface faulting
Structures are subject to damage from earthquakes due to direct and indirect action Direct
action is represented by shaking Indirect action is represented by foundation soil failures and
is typified by ground failure or liquefaction
Earth Consultants, Inc.
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle Division
March 2, 1998
E-8092
Page 7
The UBC Earthquake regulations contain a static force procedure and a dynamic force
procedure for design base shear calculations Based on the encountered soil conditions, it is
our opinion that a site coefficient of 52 = 1 2 should be used for the static force procedure
as outlined in Section 1628 of the 1994 UBC For the dynamic force procedure outlined in
Section 1629 of the 1994 UBC, the curve for deep cohesionless or stiff clay soils (Soil Type
2) should be used for Figure 16-3, Normalized Response Spectra Shapes
Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time
during an earthquake The effects of liquefaction may be large total and/or differential
settlement for structures with foundations founded in the liquefying soils Groundshaking of
sufficient duration results in the loss of grain-to-grain contact and rapid increase in pore water
pressure, causing the soil to behave as a fluid for short periods of time
To have potential for liquefaction, a soil must be cohesionless with a grain size distribution
of a specified range (generally sands and slit), it must be loose to medium-dense, it must be
below the groundwater table, and It must be subject to sufficient magnitude and duration of
groundshaking
In our opinion, the subject site has a low susceptibility to liquefaction Based on our
observations of the sand and gravel soils underlying the site, it is our opinion these soils have
a low susceptibility to contractive behavior during a seismic event. The absence of a near
surface ground water table also reduces the potential for large liquefaction related settlements
at the surface of the site In our opinion, surface settlements related to liquefaction of the
soils below the water table should not exceed one inch
Site Drainage
The site must be graded such that surface water is directed off the site Water must not be
allowed to stand in any construction area During construction, loose surfaces should be
sealed by compacting the surface to reduce the potential for moisture infiltration into the soils
If excessive groundwater seepage is encountered in excavations, the installation of sumps and
pumping of the excavation may be required However, if construction is performed during the
drier summer months, the presence of groundwater seepage in the footing excavations in not
anticipated Groundwater seepage, however, may be encountered in the deeper utility trench
excavations, and some dewatering of these excavations may be necessary
Due to the free-draining nature of the native sand and gravel soils underlying the site, it is our
opinion the installation of footing drains is not necessary The foundation soil and footing
back"fill, however, should consist of free-draining soil A typical footing drain detail is provided
on Plate 3, should footing drains be installed Under no circumstances should roof downspout
drain lines be connected to the footing drain system. Roof downspouts must be separately
tightlined to discharge
Earth Consultants, Inc.
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle Division
Marcil 2, 1998
E-8092
Page 8
Excavations and Slopes
The following information is provided solely as a service to our client Under no circumstances
should this information be interpreted to mean that ECI is assuming responsibility for
construction site safety or the contractor's activities, such responsibility is not being implied
and should not be inferred
In no case should excavation slopes be greater than the limits specified in local, state and
Federal safety regulations Based on the information obtained from our exploration, the sand
and gravel soils encountered at our test pit locations would be classified as Type C by OSHA
As such, temporary cuts greater than four feet in height should be sloped at an inclination no
steeper than 1 5H 1 V (Horizontal Vertical) An ECI representative should observe excavations
to verify the OSHA soil type classification If slopes cannot be constructed in accordance
with the OSHA regulations, temporary shoring may be necessary
Permanent cut and fill slopes should be inclined no steeper than 2H 1 V Cut slopes should
be observed by ECI during excavation to verify that conditions are as anticipated
Supplementary recommendations can then be developed, if needed, to improve stability,
including flattening of slopes or installation of surface or subsurface drains In any case,
water should not be allowed to flow uncontrolled over the top of slopes
Permanently exposed slopes should be seeded with an appropriate species of vegetation to
reduce erosion and improve stability of the surficial layer of soil
Utilitv Trench Backfill
Based on the soil conditions encountered at the time of our exploration, the native sand and
gravel soils should provide adequate utility support If remedial measures are required for
utility support, the unsuitable soil can be overexcavated and replaced with a rock ballast. As
previously mentioned, groundwater seepage may be encountered in the deeper utility trench
excavations Therefore, some dewatering of the excavations may be required
Utility trench backfill is a primary concern in reducing the potential for settlement along utility
alignments, particularly in pavement areas It is important that each section of utility line be
adequately supported in the bedding material The material should be hand tamped to ensure
support is provided around the pipe haunches Fill should be carefully placed and hand
tamped to about twelve (12) inches above the crown of the pipe before heavy compaction
equipment is used The remainder of the trench backfill should be placed in lifts having a
loose thickness of less than twelve (12) inches A typical trench backfill section and
compaction requirements for load supporting and non-load supporting areas is presented on
Plate 4.
Earth Consultants, Inc.
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle ~ivision
March 2, 1998
E-8092
Page 9
Pavement Areas
o The adequacy of site pavements is related in part to the condition of the underlying subgrade
The proposed pavement sections should be supported on at least one foot of subbase meeting
n the requirements of structural fill described in the II Site Preparation and General Earthwork"
U section of this report The pavement subgrade should be in a firm and unyielding condition
when proofrolled Unstable areas of pavement subgrade may require overexcavation and the
n use of a geotextile Cement treatment and CKO treatment can also be considered
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Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB)
material, or
.
Two inches of AC over three inches of asphalt treated base (A TB) material
nUl Heavier truck-traffic areas will require thicker sections depending upon site usage, pavement
life and site traffic As a general rule, the following sections can be considered for truck-
trafficked areas
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Three inches of AC over six inches of CRS, or
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Three inches of AC over four and one-half inches of A TS
These pavement thicknesses may be modified based on anticipated traffic loads and
frequency
Asphalt concrete (AC), asphalt treated base (A TBl, and crushed rock base (CRS) materials
should conform to WSOOT specifications All rock base should be compacted to at least 95
percent of the ASTM 0-1557-78 laboratory test standard
LIMITATIONS
Our recommendations and conclusions are based on the site materials observed, selective
laboratory testing and engineering analyses, the design information provided to us by you, and
our experience and engineering judgement The conclusions and recommendations are
professional opinions derived in a manner consistent with that level of care and skill ordinarily
exercised by other members of the profession currently practicing under similar conditions in
this area No warranty is expressed or implied
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GEOTECHNICAL ENGINEERING STUDY
Safeway, Incorporated
Seattle DIvision
March 2, 1998
E-8092
Page 10
The recommendations submitted in this report are based upon the data obtained from our test
pit exploration Soil and groundwater conditions between test pits may vary from the
conditions encountered The nature and extent of the variations may not become evident until
construction If variations do appear, ECI should be requested to reevaluate the
recommendations of this report and to modify or verify them in writing prior to proceeding
with the construction
Additional Services
We recommend that ECI be retained to perform a general review of the final design and
specifications to venfy that the earthwork and foundation recommendations have been
properly interpreted and implemented in the design and in the construction specifications
We also recommend that ECI be retained to provide geotechnical services during construction
This is to observe compliance with the design concepts, specifications or recommendations
and to allow design changes in the event subsurface conditions differ from those anticipated
prior to the start of construction We do not accept responsibility for the performance of the
foundation or earthwork unless we are retained to review the construction drawings and
specifications, and to provide construction observation and testing services
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SCHEMATIC ONLY - NOT TO SCALE
NOT A CONSTRUCTION DRAWING
LEGEND
Surface seal, native soil or other low permeability material.
Fine aggregate for Portland Cement Concrete, Section 9-03.1 (2) of the
WSDOT Specifications.
Drain pipe. perforated or slotted rigid PVC pipe laid with perforations or
slots facing down; tight jointed; with a positive gradient. Do not use flexible
corrugated plastic pipe. Do not tie building downspout drains into footing
lines. Wrap with Mirafi 140 Filter Fabric or equivalent.
_~~~~u}~~.
TYPICAL FOOTING SUBDRAIN DETAIL
Proposed Safeway Store
Yelm, Washington
Proj No 8092 Drwn. GLS
Date Feb. '98
Checked RAG
Date 2/13/98
Plate 3
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Bedding
LEGEND
Asphalt or Concrete Pavement or Concrete Floor Slab
Base Material or Base Rock
Backfill, Compacted On-Site Soil or Imported Select Fill
Material as Described in the Site Preparation of the General
Earthwork Section of the Attached Report Text.
Minimum Percentage of Maximum Laboratory Dry Density as
Determined by ASTM Test Method D 1557-78 (Modified Proctor),
Unless Otherwise Specified in the Attached Report Text.
Bedding Material, Material Type Depends on Type of Pipe and
Laying Conditions. Bedding Should Conform to the Manufacturers
Recommendations for the Type of Pipe Selected.
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Proj No 8092 Orwn GLS
n'PICAL UTILllY TRENCH FILL
Proposed Safeway Store
Yelm, Washington
Date Feb. '98
Checked RAe
Date 2/13/98
Plate 4
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APPENDIX A
FIELD EXPLORATION
E-8092
Our field exploration was performed on January 30, 1998 Subsurface conditions at the site
were explored by excavating thirteen test pits to a maximum depth of ten (10) feet below the
existing grade The test pits were excavated with a trackhoe The approximate test pit
locations were determined from existing landmarks presented on available plans The
approximate locations are shown on the Test Pit Location Plan, Plate 2
The field exploration was continuously monitored by an engineer from our office, and the soils
encountered at the test pit locations were logged Representative soil samples were obtained,
groundwater levels were measured, and pertinent site features were observed The soil
samples were visually classified in accordance with the Unified Soil Classification System
which is presented on Plate 1, Legend Logs of the test pits are presented in the Appendix
on Plates A2 through A 14 The final logs represent our interpretations of the field logs and
the results of the laboratory tests of field samples The stratification lines on the logs
represent the approximate boundaries between soil types In actuality, the transitions may
be more gradual
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MAJOR DIVISIONS
Gravel
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Soils
More Than
50% Coarse
Fraction
Retained On
No.4 Sieve
Sand
And
Sandy
Soils
More Than
50% Coarse
Fraction
Passing No.4
Sieve
Siits
And
Clays
Silts
And
Clays
Highly Organic Soil~
Topsoil
Clean Gravels
(little or no fines)
Gravels With
Fines ( appreciable
amount of fines)
Clean Sand
(little or no fines)
Sands With
Fines (appreciable
amount of fines)
Liquid limit
Less Than 50
Liquid Limit
Greater Than
Fill
GRAPH
SYMBOL
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TYPICAL DESCRIPTION
Well- Graded Gravels Gravel- Sand
Mixtures, Little Or No Fines
Poorly - Graded Gravels, Gravel-
Sand Mixtures Little Or No Fines
Silty Gravels Gravel- Sand-
Silt Mixtures
Clayey Gravels Gravel- Sand-
Clay Mixtures
Well- Graded Sands Gravelly
Sands Little Or No Fines
Poorly-Graded Sands, Gravelly
Sands Little Or No Fines
Silty Sands, Sand - Silt Mixtures
Clayey Sands Sand - Clay Mixtures
Inorganic Silts & Very Fine Sands Rock FloLr Silty-
Clayey Fine Sands Clayey Silts wi Slight Plasticity
Inorganic Clays Of Low To Medium Plasticity
Gravelly Clays Sandy Clays Silty Clays Lean
Organic Silts And Organic
Silty Clays Of Low Plasticity
Inorganic Silts. Micaceous Or Diatomaceous FirE
Sand Or Silty Soils
Inorgar>ic Clays Of High
Plasticity Fat Clays
Organic Clays Of Medium To High
Plasticity Organic Silts
Peat Humus Swamp Soils
With High Organic Contents
Humus And Duff Layer
Hi"hly Variable Constituents
The discussion in the text of this report is necessary for a proper understanding of the nature
of the material presented in the attached logs.
DUAL SYMBOLS are used to indicatll borderline soil classiflcmion.
TORVANE READING, tsf
PENETROMETER READING, tsf
MOISTURE, % dry weight
SAMPLER PUSHED
SAMPLE NOT RECOVERED
DRY DENSITY, Ibs. per cubic ft.
UQUID LIMIT, %
PLASTIC INDEX
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I WATER OBSERVATION WELL
SZ DEPTH OF ENCOUNTERED GROUNDWATER
DURING EXCAVATION
Y SUBSEQUENT GROUNOOATER LEVEL W / DATE
LEGEND
Proj No 8092
Date Feb I 98
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Test Pit Log
Project Name.
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor'
Five Ball
Notes:
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I Ground Surface Elevation:
I
I :t 349'
1/30/98
Depth of Topsoil & Sod 4"- 6" tall grass
Dark brown poorly graded fine to medium SAND with silt and gravel,
loose, moist to wet, trace roots
Brown poorly graded fine to medium SAND with gravel, loose, moist
-becomes light brown to gray, medium dense
-increasina aravel, 4" to 6" cobbles
Grades to gray poorly graded GRAVEL, medium dense, moist
-groundwater table encountered at 7 5'
Test pit terminated at 10 0 feet below existing grade Groundwater table
encountered at 7 5 feet during excavation
Date Feb '98
Checked RAC
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate fi.2
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Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
....:I
~ Proj. No. 8092
Own. GLS
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Test Pit Log
Project Name:
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor'
Five Ball
Notes:
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I Ground Surface Elevation:
:1::349'
W
(%)
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Depth of Topsoil & Sod 4"- 6" tall grass
Black poorly graded fine to medium SAND with silt and gravel, loose,
moist
Brown poorly graded fine to medium SAND with gravel, loose, moist
-becomes gray, decreasing gravel, moderate caving due to sand
conditions
-increasing gravel
-groundwater table encountered at 8'
Test pit terminated at 100 feet below existing grade Groundwater table
encountered at 8 0 feet during excavation
I Date Feb '98
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98
I Plate A3
0'- 'd'
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....:I
~ Proj. No. 8092
Subsurface conditions depicted represent our observations at the lime and location of this exploratory hole, modified by engineering tests, analysiS and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
infonnation presented on this log.
Checked RAC
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Project Name:
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor'
Five Ball
Notes:
CD
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1 1
I Date: I Test Pit No..
1/30/98 I TP-3
1 Ground Surface Elevation:
I :t349'
i
,....;
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Bt
Ul
Surface Conditions: Depth of Topsoil & Sod 4"- 6'" tall grass, orchard
Own. G LS
Black poorly graded fine to medium SAND with silt and gravel, loose,
moist, trace roots .
Light brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
-becomes medium dense
increasing gravel, 4" to 6" cobbles
-aroundwater tabel encountered at 8 5'
Test pit terminated at 9 0 feet below existing grade Groundwater table
encountered at 8 5 feet during excavation
Date Feb '98
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A4
N
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IrfIy~ Earth Consultants Inc.
'\~V Ceotedlnlcal Englneers. CeoIogIsls& Envlronmental Sden1lsts
H
~ Proj. No. 8092
Checked RAC
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
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Project Name:
Proposed Safeway
Job No. I Logged by'
8092 I RAe
Excavation Contactor'
Five Sail
Notes:
W
(%)
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I Sheet
I 1
of
1
I Da~~~O/98
I Test Pit No..
I TP-4
II Ground Surface Elevation:
:!: 350'
Surface Conditions: Depth of Topsoil & Sod 4"- 6'" tall grass
Slack poorly graded fine to medium SAND with silt and gravel, loose,
moist to wet
-light brown to gray
-medium dense
-increasing gravel and cobbles
Test pit terminated at 10 0 feet below existing grade No groundwater
encountered during excavation
Date Feb '98
Checked RAe
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate AS
N
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o
CD
~\ Earth Consultants Inc.
~V GeotechnICal En~ Geologlsls " Envlronm<:T1lal SdcntlSls
...:l
~ Proj. No. 8092
Own. GLS
Subsurface conditions depicted represent our observations at the time and location of this exploratory hote, modified by engineering tests, analysiS and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
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Project Name:
Proposed Safeway
Job No. \ Logged by'
8092 RAC
Excavation Contactor'
Five Sail
Notes:
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I Date: I Test Pit No..
1/30/98 TP-5
I Ground Surface Elevation:
I :t352'
I
Surface Conditions: Depth of Topsoil & Sod 4"- 6" tall grass
P-SM
Slack poorly graded fine to medium SAND with silt and gravel, loose,
moist to wet, trace roots
Light brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
-decreasing gravel
-increasing gravel, 4" to 6" cobbles
Test pit terminated at 8.5 feet below existing grade No groundwater
encountered during excavation
Date Feb '98
Checked RAC
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11 /98 I Plate A6
N
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-~~~~~~~.
H
~ Proj. No. 8092
Own. GLS
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log,
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Project Name:
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor'
Five Ball
Notes:
I Sh;et
of
1
I Date.
I 1/30/98
Test Pit No..
TP-6
Ground Surface Elevation:
:t352'
Ul '3 I Surface Conditions:
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Black poorly graded fine to medium SAND with silt and gravel, loose,
moist to wet
Light brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
-slight caving due to cohesive sand
-decreasing sand
-increasing gravel, 4" to 6" cobbles
Test pit terminated at 8 0 feet below existing grade No groundwater
encountered during excavation.
Date Feb. '98
Checked RAC
Test Pit Log
Proposed Safeway
Yelm, Washington
Date 2/11/98 I Plate A7
N
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-~~~~..:'!~~.
..;l
~ Proj. No. 8092
Own. GLS
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysiS and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
infonnation presented on this log.
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Project Name:
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor
Five Ball
Notes:
u ' <1J .-I
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W ..c 0 +-> .-I U1 0
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I 1
of
1
I Da~~~0/98
I Test Pit No..
I TP-7
Ii Ground Surface Elevation:
:1:353'
Surface Conditions: Depth of Topsoil & Sod 4"- 6" tall grass
Black poorly graded fine to medium SAND with silt and gravel, loose,
moist to wet
Ught brown to gray poorly graded fine to medium SAND with silt and
gravel, loose, moist
-increasing gravel, 4" to 6" cobbles
Test pit terminated at 10 0 feet below existing grade No groundwater
encountered during excavation.
I
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H
~ Proj. No. 8092
OWn. GLS
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A8
Date Feb '98
Checked RAC
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
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Test Pit Log
Project Name:
Proposed Safeway
Job No. II Logged by'
8092 RAC
Excavation Contactor'
Five Ball
Notes:
W
(%)
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-& ..01 t..j..l 0. u..Q
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I D~~~0/98
Test Pit No
TP-8
Ground Surface Elevation:
:t354'
Surface Conditions: Depth of Topsoil & Sod 4"- 6" tall grass
Dark brown poorly graded GRAVEL with silt and sand, loose, moist to
wet
Light brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
-medium dense
Test pit terminated at 60 feet below existing grade No groundwater
encountered during excavation
Date Feb '98
Test Pit Log
Proposed Safeway
Yelm, Washington
Date 2/11/98 I Plate A9
(',J
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-~~~!~~.
H
~ Proj. No. 8092
Own. GLS
Checked RAC
Subsurface conditIons depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysIS and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
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Project Name:
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor'
Five Ball
Notes:
\ Sh~t
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1
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0:" 1L
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OWn. GLS
I Da~~~O/98
I TTP_9"
II Ground Surface Elevation:
:t350'
.~ ~ .c v ~ Surface Conditions:
W .co.w ~ CIl 0
0.. t 0.. +J 0.. u~
(%) III v.... Ei ~ s.,
o CIllO III
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tD
Depth of Topsoil & Sod 4"- 6" tall grass
Black poorly graded fine to medium SAND with silt and gravel, loose,
moist to wet
Light brown to gray poorly graded GRAVEL with sand, medium dense,
moist 4" to 8" cobbles
Test pit terminated at 70 feet below existing grade No groundwater
encountered during excavation.
Date Feb '98
Checked RAC
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A 1 0
N
en
o
co
_~I;~~!~~.
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
....:i
~ Proj. No. 8092
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Project Name.
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor'
Five Ball
I
-~~~~~,
Notes:
CD
a-.
.......
,....{
,....{
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(%)
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I Sheet
I 1
of
1
Own. G LS
I Da~~~O/98
r
I TTP';oO
I
Ground Surface Elevation:
:t354'
Surface Conditions: Depth of Topsoil & Sod 4"- 6". tall grass
Black poorly graded fine to medium SAND with silt and gravel, loose,
moist
Light brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
-increasing gravel, 4" to 8" cobbles
-medium dense
Test pit terminated at 6 0 feet below existing grade No groundwater
encountered during excavation.
Date Feb '98
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A 11
Checked RAC
Subsurface conditions de~cted represent our observatJons at the tJme and location of thJS exploratory hole, mochfied by englneenng tests, analysiS and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
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Test Pit Log
Project Name:
Proposed Safeway
Job No. \ Logged by'
8092 ~C
Excavation Contactor'
Five Ball
Notes:
<D
~
.....;
:::
N
I-:l
0.,
~
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W ..c: 0 +J .-I Ul 0
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(%) (lj <V C:<.I
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6 -
....
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. ... 7'-'
1... f.-
~ 8
I Sheet
i 1
of
1
Own. GLS
\ Da~~~0/98
i
Test Pit No..
TP-11
Ground Surface Elevation:
I :t352'
Surface Conditions: Depth of Topsoil & Sod 4"- 6" tall grass
Black poorly graded fine to medium SAND with silt and gravel, loose,
moist to wet, trace roots
Light brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
Grades to poorly graded sandy G~VEL, medium dense, moist, 4" to
12" cobbles
Test pit terminated at 80 feet below existing grade No gropundwater
encountered during excavation
Date Feb '98
Checked ~C
Test Pit Log
Proposed Safeway
Yelm, Washington
Date 2/11/98 '1 Plate A 12
N
m
o
<D
_~'lZ>~~~'
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
...:!
~ Proj. No. 8092
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0...Q '0...j..J 0.. u -9. \
<<ls.,I<lJti.~ ~~
GUlCl Ul Ul
\. ;1111, -= 5P-S1
fqO~ 2 := i
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f,.Oa.Oqori 4 \ GW
~d _I
3.7 ~:'8~ 5 W
~~1 6tJ
C) ~ H--
Oa 0 1---
~ 8
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I
-~~~~~.
Test Pit Log
Project Name:
Proposed Safeway
Job No. \ Logged bY'
8092 RAC
Excavation Contactor'
Five Ball
Notes:
W
(%)
co
0'\
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,.-l
~
N
~
0..
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N
0'\
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<:0
...:l
~ Proj. No 8092
OWn. GLS
I Sh~t
of
1
\ Da~~30/98
I Test Pit No..
I TP-12
I Ground Surface Elevation:
:t353'
Depth of Topsoil & Sod 4"- 6'" tall grass
Black poorly graded fine to medium SAND with silt and gravel, moist to
wet
Light brown to gray poorly graded SAND with gravel, loose, moist
Grades to well graded GRAVEL with sand, 4" to 12" cobbles
Test pit terminated at 8 0 feet below existing grade No groundwater
encountered during excavation
Date Feb '98
Checked RAC
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A 1 3
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
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Test Pit log
Project Name:
Proposed Safeway
Job No. I Logged by'
8092 RAC
Excavation Contactor
Five Sail
Notes:
I
&~ Earth Consultants Inc.
~V GeoIedmk:al Engln<aS. Geologlsls &. Environmental Scientists
CD
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8
W
(%)
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oao: ag1. 7 ~H
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I
I
I Sh~t
of
1
8.9
Own. GLS
I Date.
1/30/98
I TTpt.103
I Ground Surface Elevation:
::t351 '
Surface Conditions: Depth of Topsoil & Sod 4"- 6" tall grass
Slack poorly graded fine to medium SAND with silt and gravel, loose,
moist to wet
Light brown poorly graded fine to medium SAND with gravel, loose
-increasing gravel, 4" to 6" cobbles
Test pit terminated at 80 feet below existing grade No groundwater
encountered during excavation.
Date Feb '98
Test Pit log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A14
Checked RAC
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineenng tests, analysis and
judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
information presented on this log.
-_.~-- -----~ - ~~-
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APPENDIX B
LABORATORY TESTING RESULTS
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SIZE OF OPENING IN INCHES I NIJMRER OF MESH PER INCH. U.S. STANDARD
HYDROMETER ANAL YSIS
GRAIN SIZE IN MM
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COBBLES I COARSE I FINE
GRAVEL
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KEY Borin.9 or I DEPTH I USCS
Test Pit No (ft.
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FINE
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Content (%)
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DESCHlPTION
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KEY Test Pit No ft.' Content (%)
0- TP-9 3 5 GP Light brown poorly graded GRAVEL with sand I 5 8
0--- TP-12 4.5 GW Light brown well graded GRAVEL with sand I 3 7
0 TP-13 4 SP Light brown poorly graded SAND with gravel I 8 9
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DISTRiBUTION
E-8092
~ Copy
~ Copies
~ Copies
Safeway, Incorporated
Seattle Division
POBox 85001
Bellevue, WA 98015-8501
Attention Mr Mitch Johnson
Tiland Schmidt Architects
333 Southwest Fifth Avenue, Suite 406
Portland, OR 97204
Attention Mr Frank Schmidt
AHR
1409 - 54th Avenue East
Fife, W A 98424-11 50
Attention Mr Mike Robinson
Earth Consultants. Inc.
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APPENDIX II
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CALCULATIONS
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1)
Sub-basin A. Building "A" roof drains
Area: 0 14 Ac
CN 98
Tc: 5 min (default minimum for Waterworks™)
Rainfall Type Thurston County 100-year
Method:
SBUH
24-hour rainfall:
6 15 inches
0100
=
o 30 cfs
Volume
2,999 C F
=
Storage Structure II A" stage/storage, rectangular
Total Bottom Area =
11' x 42' = 462 SF
Net Bottom Area =
Total Area x Drain Rock Porosity
=
(462)(03) = 139 SF
Discharge Structure. "A" stage/discharge for rectangular trench Bottom
percolation only (no sidewall percolation) Percolation rate is 10 inches per hour
(6 minutes/inch), which includes a safety factor of 2.0
OOUT =
1
llx42x = 0 l07cfs
(6rmn/ inchX12inl ftX60sec/mm)
Maximum stage (from Level Pool Routing Table) =
101 67
=
1 67' Depth OK
2.0' provided
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Sub-basin B' Building "B" roof drains
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Area. 018 Ac
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CN 98
Tc: 5 min (default minimum for Waterworks™)
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Rainfall Type: Thurston County 100-year
Method:
SBUH
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24-hour rainfall
6 15 inches
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0100
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o 38 cfs
Volume
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3,856 C F
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Storage Structure
"B" stage/storage, rectangular, 2' deep
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Total Bottom Area =
10' x 58' = 580 SF
Net Bottom Area =
Total Area x Drain Rock Porosity
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=
(580)(0 3) = 174 SF
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Discharge Structure. "B" stage/discharge for rectangular trench Bottom
percolation only (no sidewall percolation) Percolation rate is 1 0 inches per hour
(6 minutes/inch), which includes a safety factor of 2.0
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OOUT =
1
lOx58x - 0 134cfs
(6 nun! inch X12in / ft X 60 see! nun)
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Maximum stage (from Level Pool Routing Table) =
101 76
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1 76' Depth OK
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Sub-basin C. Building "cn roof drains
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Area: 014 Ac
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CN 98
Tc: 5 min (default minimum for Waterworks™)
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Rainfall Type. Thurston County 100-year
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Method: SBUH
24-hour rainfall.
6 15 inches
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Volume
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Storage Structure. "cn stage/storage, rectangular, 2' deep
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Total Bottom Area =
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Net Bottom Area =
Total Area x Drain Rock Porosity
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(462((03) = 139 SF
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Discharge Structure "cn stage/discharge for rectangular trench Bottom
percolation only (no sidewall percolation) Percolation rate is 10 inches per hour
(6 minutes/inch), which includes a safety factor of 2.0
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QOUT =
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llx42x = 0 l07cfs
(6mm/ inchX12in/ ftX60seclmm)
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Maximum stage (from Level Pool Routing Table) =
101 67
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1 67' Depth OK
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Sub-basin 01 West 053 acres for 6-month storm (excludes 008 Ac for
Building "0" roof)
Area: 0 13 Ac impervious & 0 32 Ac pervious = 0 42 Ac total
CN' 98 impervious, 68 pervious
Tc: 5 min (default minimum for WaterworksTh'l)
Rainfall Type: Thurston County 6-month
Method:
SBUH
24-hour rainfall.
1 79 inches
Q6mo
o 08 cfs
=
Volume
887 C F required
=
Volume provided: 100 LF of 4' diameter CMP
Net Volume/LF (with l' head space) = 10 1 CflLF
Volume available = (100 LF)(10 1 CF/LF) =
1010 CF OK
Design orifice for bypass conditions'
Q6-month =
o 08 cfs
Head =
Provide 1 0' head (orifice is in CB #8, overflow pipe is in CB #13)
Orifice Equiv" Q = 0 62A~2gh
Q 0 08 " 2
A= = =0 016SF=2.32m
o 62~2gh (0 62X(2X32.2Xl 0)r2
2 32" 2 ra:i2
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4
d = 1 71"
Use 1%" diameter orifice in outlet to wet tank
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5) Sub-basin 02. West 0 53 acres for 100-year storm
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Area. 0.21 Ac impervious & 0 32 Ac pervious = 0 53 Ac total
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Tc: 5 min (default minimum for Waterworks™)
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Rainfall Type. Thurston County 100-year
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Method:
SBUH
24-hour rainfall:
6 15 inches
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o 69 cfs
Volume
=
7,668 C F
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Storage Structure "0" stage/storage, rectangular, 2' deep
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Total Bottom Area =
20' x 52' = 1,040 SF
Net Bottom Area =
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=
(1,040)(03) = 312 SF
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Discharge Structure. "0" stage/discharge for rectangular trench Bottom
percolation only (no sidewall percolation) Percolation rate is 10 inches per hour
(6 minuteslinch), which includes a safety factor of 2.0
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OOUT =
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(6 mini inch X12in / ft X 60 see! nun)
Maximum stage (from Level Pool Routing Table) =
101 63
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1 63' Depth OK
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Sub-basin E1 East side less buildings, for 6-month storm
Area: 0 73 Ac impervious & 0 59 Ac pervious = 1 32 Ac total
CN 98 impervious, 68 pervious
Tc: 5 min (default minimum for Waterworks™)
Rainfall Type Thurston County 6-month
Method:
SBUH
24-hour rainfall:
1 79 inches
Q6mo
o 42 cfs
=
Volume
4,418 C F required
=
Volume provided. 200 LF of 6' diameter CMP (2 runs @ 100' each)
Volume available = (200 LF)(24 9 CF/LF) =
4,980 CF OK
Design orifice for bypass conditions:
Q6-monlh =
o 42 cfs -;- 2 structures = 0.21 cfs/each
Head =
Provide 0 5' head
Orifice Equiv. Q = 0.62A.J2gh
A= Q = 0.21 =0060SF=86in2
o 62.J2gh (0 62X(2X32.2XO S)J12
8 6. 2 1fXi2
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Use 3%" diameter orifice in outlet to each wet tank
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Area: 0 73 Ac impervious & 0 59 Ac pervious = 1 32 Ac total
CN 98 impervious, 68 pervious
Tc: 5 min (default minimum for Waterworks™)
Rainfall Type Thurston County 1 OO-year
Method:
SBUH
24-hour rainfall
6 15 inches
0100
=
2 00 cfs
Volume
21,483 C F
=
Storage Structure. liE" stage/storage, rectangular, 2' deep
Total Bottom Area =
20' x 160' = 3,200 SF
Net Bottom Area =
Total Area x Drain Rock Porosity
= (3,200)(0 3) = 960 SF
Discharge Structure: "E" stage/discharge for rectangular trench. Bottom
percolation only (no sidewall percolation) Percolation rate is 1 0 inches per hour
(6 minuteslinch), which includes a safety factor of 2 0
OOUT =
1
20x160x = 0 741cfs
(6mrn/ inchX12inl ftX60sec/mm)
Maximum stage (from Level Pool Routing Table) =
101 56
=
1 56' Depth OK
2.0' provided
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This area is already served by the existing Safeway drainage system, which was
designed and built to current standards No additional drainage improvements
will be made.
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TRACE & ASSOCIATES
DRAINAGE PLAN
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1
o 00 cfs
PERV
o 00 Acres
o 00
o 00 mIn
480 mIn
o 00 crs
PERV
o 00 Acres
o 00
o 00 mID
480 min
o 00 crs
PERV
o 00 Acres
o 00
o 00 mHl
480 mID
6-MO WIO BLDG D, WEST 0 53AC
BASIN SUMMARY
---------------------------------------------------------------------
---------------------------------------------------------------------
BASIN ID D1 NAME
SBVH METHODOLOGY
TOTAL AREA
RAINFALL TYPE
PRECIPITATION
TIME INTERVAL
0.45 Acres BASEFLOWS o 00 cfs
THUR6MO PERV
1 79 inches AREA. o 32 Acres
10 00 mIn CN 68 00
TC 5 00 mID
450 min
I ~..P
o 14 Acres
98 00
5 00 min
IMP
o 18 Acres
98 00
5 00 min
IMP
o 14 Acres
98 00
5 00 mID
IMP
o 13 Acres
98 00
5 00 min
BASIN ID A
SBVH METHODOLOGY
TOTAL AREA
RAINFALL TYPE
PRECIPITATION
TIME INTERVAL
NAME BLDG A ROOF, 100-YR
o 14 Acres
THUR100Y
6 15 inches
10 00 mIn
BASEFLOWS
AREA
CN
TC
ABSTRACTION COEFF 0 20
PEAK RATE 0 30 crs VOL
o 07 Ac-ft TIME
BASIN ID B NAME BLDG B ROOF, 100-YR
SBVH METHODOLOGY
TOTAL AREA 0 18 Acres BASEFLOWS
RAINFALL TYPE THUR100Y
PRECIPITATION 6 15 inches AREA
TIME INTERVAL 10 00 mID CN
TC
ABSTRACTION COEFF 0 20
PEAK RATE o 38 cts VOL 0 09 Ac-ft TIME
BASIN ID C NAME BLDG C ROOF, 100-YR
SB~~ METHODOLOGY
TOTAL AREJI. 0 14 Acres BJI.SEFLOWS
EAINFALL TYPE THUR100Y
PRECIPITATION 6 15 inches AREA
TIME INTERVAL 10 00 miD CN
TC
ABSTRACTION COEFF 0 20
PEAK RATE o 30 cts VOL 0 07 Ac-ft TIME
ABSTRACTION COEFF 0 20
PEAK RATE 0 08 crs VOL
o 02 Ac-ft TIME
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APARTMENT COMPLEX AT YELM SAFEWAY
TRACE & ASSOCIATES
DRAINAGE PLAN
page
2
BASIN SUMMARY
---------------------------------------------------------------------
---------------------------------------------------------------------
BASIN ID D2
SBUH METHODOLOGY
TOTAL AREA
RAINFALL TYPE
PRECIPITATION
TIME INTERVAL
NAME 100-YR W/BLDG D, WEST 0 53AC
BASEFLOWS
o 00 cfs
PERV
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68 00
5 00 mID
o 53 Acres
THUR100Y
6 15 inches
10 00 min
AREA
CN
TC
ABSTRACTION COEFF 0 20
PEAK RATE 0 69 CIS VOL
o 18 Ac-ft TIME
480 min
IMP
o 21 Acres
98 00
5 00 mIn
BASIN ID El NAME 6-MO STORM W/O BLDGS, EAST
SBUH METHODOLOGY
TOTAL AREA 1 32 Acres BASEFLOWS 0 00 cfs
RAINFALL TYPE THUR6MO PERV IMP
PRECIPITATION 1 79 inches AREA 0 59 Acres 0 73 Acres
TIME I NTERVp.L 10 00 mIn CN 68 00 98 00
TC 5 00 mIn 5 00 Tm n
ABSTRACTION COEFF 0 20
PEAK RATE 0 42 cfs VOL
0.10 Ac-ft TIME
450 min
BASIN ID E2
SBUH METHODOLOGY
TOTAL AREA
RAINFALL TYPE
PRECIPITATION
TIME INTERVAL
NAME 100-YR STOP~ WID BLDGS, EAST
1 32 Acres BASEFLOWS 0 00 cfs
THUR100Y PERV
6 15 inches AREA 0 59 ]I..cres
10 00 min CN 68 00
TC 5 00 mIn
ABSTRACTION COEFF 0 20
PEAK RATE 2 00 CIS VOL
o 49 Ac-ft TIME
480 mIn
IMP
o 73 Acres
98 00
5 00 min
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TRACE & ASSOCIATES
DRAINAGE PLAN
3
page
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-------------------------------------------------------------.--------
STORAGE STRUCTURE LIST
STORAGE LIST ID No A
De~'CrlPtlon BLDG A ROOF. 11 v 42
^
STORAGE LIST ID No B
Description BLDG B ROOF. 10 X 58
STORAGE LIST ID No C
Descriptlon BLDG C ROOF. 11 X 42
STORAGE LIST ID No D
Descriptlon WEST r' 5 AC 100YR DE\! 20X52
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APARTMENT
TRACE & ASSOCIATES
DRAINAGE PLAN
AHR Engineers, Inc
COMPLEX p...T YELM SAF'EWA Y
page
4
=====================================================================
STAGE STORAGE TABLE
CUSTOM STORAGE ID No A
Descriptlon BLDG A ROOF, 11 X 42
STAGE ----~~Uh~tt----
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COMPLEX AT YELM SAFEWAY
page
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-------------------------------------------------.--------------------
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AHR Engineers, Ine
COMPLEX AT YELM SAFEWAY
page
6
n STAGE STORAGE TABLE
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APARTMENT COMPLEX AT YELM SAFEWAY
TRACE & ASSOCIATES
DRAINAGE PLAN
page
7
STAGE STORAGE TABLE
---------------------------------------------------------------------
---------------------------------------------------------------------
CUSTOM STORAGE ID No D
Description WEST 0 5 AC, 100YR DEV 20X52
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TRACE & ASSOCIATES
DRAINAGE PLll-_N
AHR Engineers, Inc
COMPLEX AT YELM SAFEWAY
page
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=====================================================================
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APARTMENT COr~LEX AT YELM SAFEWAY
TRACE & ASSOCIATES
DRAINAGE PLAN
9
page
=====================================================================
DISCHARGE STRUCTURE LIST
DISCHARGE LIST ID No A
Description BLDG A ROOF, 11 X 42 PERC
DISCHARGE LIST ID No B
Description BLDG B ROOF, 10 X 58 PERC
DISCHARGE LIST ID No C
Description BLDG C ROOF, 11 X 42 PERC
DISCHARGE LIST ID No D
Description WEST 0 5 AC 100-YR DEV 20X52
DISCHARGE LIST ID No E
Description EAST SIDE W/O BLDGS, 20X80X2EA
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APARTMENT
TRACE & ASSOCIATES
DRAINAGE PLAN
AHR Engineers, Inc
COMPLEX AT YELM SAF~NAY
page
10
=====================================================================
~ STAGE DISCHARGE TABLE
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APARTMENT COMPLEX AT YELM SAFEWAY
TRACE & ASSOCIATES
DRAINAGE PLAN
page 11
n STAGE DISCHARGE TABLE
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n DISCHARGE LIST ID No B
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COMPLEX AT YELM SAFEWAY
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STAGE DISCHARGE TABLE
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DISCHfI.RGE LIST
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ID No C
ROOF, 11 X 42 PERC
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DRAINAGE PLAN
page 13
STAGE DISCHARGE TABLE
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DISCHARGE LIST
DescrIption WEST 0
ID No D
5 AC lOO-YR DEV 20X52
STAGE --DiS~HAR5E--- STAGE --DISCHARSE--- STA6E --DISCHAESE--- STAtE --D-SCHAR5E---
It:i ---,~~-- -------
---cfs-- -------
---:ts-- -------
('~
tt
---CtS-- -------
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------
]. ;tj t ~4nO
1 j 6(1 (i,24:)\)
1. ;.;,,:u i 24dO
.i. :.. HU
2~nu
i)::) 1(; :40n
1.tjt)""T .j :40n
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jOl 91)
240n
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cU ':'+1..:1
iO;. 41:; .) ~4,!O
iuz!n (I 240Ci
240(;;
L!j{! 90 n ~4Ji)
1 50 J:l 2400
J)2 on 0 :4~)O
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1. 6q ~i~nn
i(H):50 )~~~~iiil
.j 2fnG
() 2400
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12/21/00 11 9 55 am AHR EngIneers Ine
APARTMENT COMPLEX AT YELM SAF~~AY
TRACE & ASSOCIATES
DRAINAGE PLAN
page 14
=====================================================================
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STAGE DISCHARGE TABLE
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DISCHARGE LIST ID No E
DescriptIon EAST SIDE W/O BLDGS, 20X80X2EA
fI
LJ ~iHb~ --D1SC~ARGE--- STAGE --DISSHARGE--- STA5E --DISCHARGE--- STAGE --DISCHAR5E---
ft ---;t~-- -------
i.....
\, '.
---cts-- -------
{ftl! ---[tS-- -------
(ft; ---ct5-- -------
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--------------------------------------------------------------------------------------------------------
in rn () "7410
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~2 :1/00 11 9 5~ am AHR Englneer2 Ine
APARTMENT COMPLEX AT YELM SAFEWAY
TRACE & ASSOCIATES
DRA.INAGE PLAN
page 15
=============================;=======================================
LEVEL POOL TABLE SUMMARY
r-l MATCh INFLOW -5TO- -DI5- -?EAK- OUTFLOW STORAGE
LJ --------DESChIPTION--------- c~s CtS, --10- -- d- -STAGE id {C{S1 ,!OL Cfi
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=========~==========================~=========:======~===================:===========
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1..-.);4. ........ ,_ l
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B~DS h ROOF, 10i! H
BLD5 B hDOF~ l OY;
BLJG L qDO~~ 100YR
SUBBAS1f~ n: LOOfR
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SUBBASIN t~~ .. HJYE
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APPENDIX III
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LOCAL WELL LOGS
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0$'..: 1',8B9 "Cl
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STATE OF WASHINGTON
I
DEPARTMEN1 OF ECOLOGY AHR ENGINEERS
po. Box 47775 e Olympia, Washington 98504-7775 · (360) 407-6300
RECEIVED
FEB 1 8 1998
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February 17, 1998
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Dan R.1ch
AHR Engmeers
1409 54th Avenue East
Tacoma WA 98424
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Dear Mr R.1.ch.
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Thank you for your payment of $6 64 toward 60pymg charges of well reports Enclosed are the
requested documents. I
Don't hesItate to call me at (360) 407-0290 If~ou need further mformatIon.
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Smcere1y,
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Debra Hunemuller
Water Resources Program
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Enclosures
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02/11/98
22 30
4a7v.l284
002
I 1 WASHINGTON STAn: DEPARTMENT OF ECOLOGY
TELECOPY TRANSMITTAl L SOUTHWEST REGIONAL OFFICE
I . PO BOX4ms
DATE ~ j z.. Jq <iI OLYMPIA WA 98504-7775
i'CI~'rl.oc;JiTIME ~.,;O I FAX(360)40!.O~~Jf
I PHONE (360) 407-6300
FROM (I'IAMfjbl'ill$Ii5N~"I/<z..-
SWRO I I, i (fo;.()(.I,-(( ea..)
it". H i ill
(360) 407.6300
PER OUR CONVERSATION ON ~hz., I~ ~ . . THE COST OF YOUR PUBLIC
REQUEST ON ~/u It( 'i 1 I WILL BE $(1 ~ . f4'1 .
i
IF YOU WOULD LIKE YOUR PUBUC REQUEST PROCESSeD-. PLEASE CONFIRM BY
I
SIGNING THIS PORTION OF THE FORM AND FAXING TO THIS OFFICE AT
(380) 407. 02 Sf 01 n. IJ
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(" Slgnrure
'.._.PLw-iSIGN"niIS"PO.RTi-ONoi="THE-Fd"RM-itiirRETUA"N-;=O"THE-DEPARTMiH;:"O;:w,-,-,.,.,--,
ECOLOGY ALONG WITH YOUR CHECK. I
I .' , . q
REQUEST FOR PUBLIC RECORD
I . .
REOUESTOR: PlsaB compl8ts form and submit to .Publc Rsoords 0ffICfIf'" 01 1M $ta/~ a(}Bflt:y JdtJnrJll<<!.
I .
TO:' DEPARTMENT OF ECOLOGY DATE OF REQUEST TIME OF REQUEST
~h*,'1<2
PU8UC RECORCS OR INFORMATION REQUeSTED
I
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TO (NAME/AGENCY
1)a,n R) ch
A-H-,e Et\f)i~
REQUESTED BY
~
AG&NCY ~ iQCOADS DF"lCIR
"0. O/l COf'IU ANOUMT fI\EaJlV&l)
'i-f /.
AClCNDWLaDGENENT t7 MCePf
I
DA T1!: OF "ECl!IP'T T1WEIOl" AiCEI1T
RIClPIENrS SlGNAl\JRE I
I
"!QUE8~R READ AND &ION
, unrWItInd tMt It allct of ~ 'I pnMcIed me by
lhe ~ of !Co/aw.llwll"'lIMIr~ UMd to
C::;-IM ....uton at an omcI.tI Of swamo" 01 opplII8 ·
pr~ ..~"V ROW 417130nor fOl
CXlmIlllnialI)lo11lClla 01 OIW or JItOvlcle ..... to mat.rlal
to01tlerl tor~~.. ~b1RCW
~ 17'.260-7).
I underNnQ tMt I wfI bit dltlrv-ci ,15 0IIfl1t per copy ,
for all......,... IIa ....... _lhat other I
IIZ' pl~........ at eaeI. ,
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:me OrtgUlal and P'trst Copy with WATER WELL REPORT AppllcaUon No.
~~~yo!.. =:l-s Copy I
'n11rd Copy - Dr1l1er's Copy STATE pF WASHINGTON Permit No.
(1) OWNER: Name..C.hur.ch...Qf....J.. e.su.s...Cr.i.s.t...L......D.J.,sA...._ Address...B.t......2....B.o..x...228.5.......ye.lm+...'ria.........98.59.1..........................
(2) LOCATION OF WELL. County ThJ:l.f:~~9.P.:........_...........L......................_..............$.?....._ ~"'\" mr....l.~ Sec.3Q..... T JT..N ~~.....W.M.
Bearl". and d.1stance tram section or subdivision corner I
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(3) PROPOSED USE. Domestic ~ Industrial 0 Municlp1alO
Irrigation 0 Test Well 0 other I 0
(4) TYPE OF WORK: ~f~~~~ ~~b~~e)f well .l.......L......
New well il Method Dug 0 Bored 0
Deepened 0 Cable 0 Drlv~n 0
I
Reconditioned 0 Rotary IlC J ette~ 0
(5) DIMENSIONS: Diameter of well .6........... inhhes.
Dr1lled..J.23.....d....._..ft. Depth of completed well.........12.}-..+...tt.
(6) CONSTRUCTION DETAll.S: I
Casing installed: _.....6..... Diam. tram .....0.._._.. ft. to _12;31.. ft.
Threaded 0 ._..___... Dlam. from ft. to __....J... ft.
Wt!lded ~ .__...._.._ Dtam. from ._ ft. to ___._..~... ft.
Perforations: Yes 0 No lil I
~~~:~==-~==;i~~~~4.~
I
Screens: Yea 0 No il I
Manufacturer'. Name-.._......___._.._......._.__._......__..._.__...__..
Type_.__. ____ Modt!l NO__-1......._
Dimn. .______ Slot a1ze _.............. from ._.......... ft. to ........_L.. ft.
Dlam. _....__. Slot size ._..__. from .___...... ft. to ___+ tt.
Gravel packed: Yes 0 No XI Size Of gravel. .___._.l...._
Gravel placed from ____........__. ft. to ._.__.._._...).... ft.
Surface seal: Yes XI No 0 To what depth? -.2G--..-1 ft.
Material used in .eaI.......Bentoni.te.............._......_....___.._L._..
I
DId any strata contain unusable water? Yes 0 No XI
Type of water? _.._ Depth of strata_.__ I .
Method of .ealinlr strata Off_.____.._....._._....__~..--.
(7) PUMP: Manufacturer's Name__......__.._..._____l....__
Type: .____________ HP_-+-_
(8) WATER LEVELS: Land-surtace elevation I
above mean sea level.. ._._.....ft.
Statie level ___.._...._40 ~. below top of well Date.~14-17__
Artelda11 p~ ____.n.. per square inch Date...___l..._
Artea:Ian water 11 conU:011ed by__._.___....__J......_
(Cap, valve. etc.) I
(9) WELL TFSTS: Drawdown 11 amount water levt!l 11 I
lowered below static level
W.. a pump ten made? Yes 0 No 1m U yes, by whom? ._..............__........
Yield: ral./min. with ft. drawdown after I hrs.
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Rl!eOvery data (time taken as zero when pump turned off) (water 'levt!l
meuured from well top to water levt!l) . I
TUna Waen Le1lel' Time Watl!'/' Level I Time Watl!'/' Level
......__.. ......._._._......,..........._.. __.._.._...+............... ............J........
.........:::::.........:::::::::::::::1:::::::::::=::: t::::::::::::::
~_______u.___...
,
Date of teat __................__..___................_..
Ba1ler tesL-2Q....gal./min. with........6o.....tt. drawdown atter_..__.l_...hra.
ArteIIIaD ftow________~.P.m. Date...._........__ I..
I
Temperature of water__._... Was a chem1eal analysts made? Yes 0 '\'io g;
(10) WELL LOG'
FormaUon Ducribe bll color charncter size of mater1a1 and structure and
show thickneu of aquifers and the kind and nature of the material in each
stratum penetrated, wtth at least one entry for eacll cllange of formation.
MATERIAL
FROM
TO
Surface_~~al
Brown sand. Gravel
Hardpan
Sand. Gravel, Clay binder.
Sand. Gravel. Brown clay.
Sand. Gravel (20gpm)
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'51
76
111 I
20
IS
SO
75.....
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123_
(7gpm)i
( 10gpm) I
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Work llta.rte<i 4- , 4 . 19::r.l_. Completed.-.---A-~. lILrl.
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best ot my knowledge and belief.
NA.ME.....;tg..g~~.Q~t~.~...R~.U...~~.Uj.P.&............_......................
(P8I'IIOn. firm, or corporation) (TJpe or prlDt)
Address..J'.~.Q.~...~._~~Q{?..1~9.~.1...~~.!..._.9.~~~........_........
[Sign~~~~~..r..~~.
.
License No...2.23=.Q2~65QO..m._m... Date............._...~18._..., IP..Tl.
Eey 050-1.20
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(USE ADDITIONAL SHEETS IF NECESSARY)
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D'~~a~~~'~~'0f'Ec~I~~ ,-ul'y W1U' \V ATER WELL REPORT
Second Cony - Owner's Copy I
Third COpy - Driller's Copy STATE OF W~SHINGTON Permit No.
(1) OWNER: N ame..........J:i.~:1,guil1<:l:1,f..J)..~......UUh.....d....................l..... Address...?~9..~u.~.<:l?;....5.95.L.X~.~.! u~~.~n.....9fS.5.91...................................
(2) LOCATION OF WELL. County Th~.?.-:t.Q~...................L'h""""U'h"""'''''''''''''' SE ',~ ~.....l,4 Sec..3.Q...... T :1,1....N R...~...W.M
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(3) PROPOSED USE. Domestic XX Industrial 0 Municipal W (10) WELL LOG'
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Recovery data (time taken as zero when pump turned off) (water lriel
measured from well top to water level) I
TOme WateT Level I Time WateT Level I Time WateT Levil
----------.:j.::::::::::::::: ----------------.-.r::::::::::::::: -----.--:~:::r:::
Date of test ...._.._..........._....._....................__....
Bailer test._.._..~....gal./min. with_..21.........1t. drawdown after......l.._......hh.
Artesian 1l0w_..._..__..___.....__g.p.m. Date._..12/9/.7.!l.....___.......:....
Temperature of water................ Was a chemical analysis made? Yes 0 No li!j
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(USE ADDITIONAIr SHEETS IF NECESSARY)
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Bearing and distance from section or subdivIsion corner
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Test Well C
Other
Irrigation 0
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(4) TYPE OF WORK. ~;'~~~~ =b;~e~f well
New well Xl Method
Deepened 0
Reconditioned 0
I.
Bored ill
Driven ill
Jetted cD
Dug 0
Cable 0
Rotary :xl
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(5) DIMENSIONS
Drllled....u..~42.........._..ft.
. 11 6 . I
Dlameter of we ........ mches.
Depth of completed well.....l.3B.................1t.
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(6)
CONSTRUCTION DETAILS:
Casing installed: Q_..... Diam. from
Threaded 0 D1am. from
Welded ~ Diam. from
I
.138.... ft.
I
._......... ft.
I
._.......... f~.
c
0..... ft. to
._.... ft. to
._ ft. to
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Perforations: Yes 0 No~ I
~; :~ :::::::::~:=..~=~~_:~~~::....:..;~~..~;_......:~.~:::::::::::::::::.~:::..i:
I
.__..._ perforations from __........_.._...... ft. to _..._........._...... ft.
._........_......_._ perforations from ...._......_........... ft. to ._._................. ~t.
. I
'''''_'_''_'''_'' perforations from ft. to ._.._...... ~.
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Screens: Yes 0 Non
Manufacturer's Name..__...._......._..__.._............._..........._......_..____.__i...
Type..._...____.__......._____.._.. Model No.......__.__....L..
,
DIam. .__.. Slot me .____. from _.._........... ft. to ._....__.... ft.
,
D1am. ....___. Slot size ._._ from .__.... ft. to .__......_ ~t.
I
Gravel packed: Yes 0 No ~ Size of gravel: __..__....._...._1...
I
Gravel placed from ___..._....____ ft. to -..-....---.-.....--....-- tt.
Surface seal: Yes:fl No 0 To what depth? _.__gQ......_._ k
Material used tn seaLB.entcni.:t.tl......................_....._........__.___l..
I
Dtd any strata contain unusable water? Yes 0 No:ll
Type of water?______ Depth of strata_.._______l..
,
Method of sea.l1ng strata off___........_...._..._.._.__....__......__...._+.
(7) PUMP: Manufacturer's Name___..___...___..._...__-L..
Type: _....... H.P I
(8) WATER LEVELS: Land-surface elevation I
80 above mean sea level. .....;:,7i!j71rb,~.
Static level ....__......__.___-fi. below top of well Date._..),~...: 1..._
Artesian pressure __..~bs. per square tnch Date_...__.__.J_
,
Artesian water is controlled by_____....._.__~.
(CaP. valve. etc.) ,
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(9) WELL TESTS:
Drawdown is amount water level is
lowered below static level
No Z If yes, by whom? ._..._.._.............J.._
ft. drawdown after hb.
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Was a pump test made? Yes 0
Y1eld gal./min. with
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S. F No.735&-OS-(Rev 4-71)
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Application No.
Formation Describe by COLOT chaTacter sue of material and structuTe, and
show thickness of aquifeTs and tne kind and nature of tne material in eacn
stTatum penctTated, with at least one entry fOT eacn c/u:lnge of formatton.
MATERIAL
Top soi:t..&: gravel
Gravel. sand &: boulders
Seapage
Hardpan &: boulders
Yellow clay &: gravel
Boulders, some water
Gravel cIa &: boulders
Gravel water
Gravel cIa &: boulders
Gravel. water
Gravel. water
-I FROM
!
TO
Work starte~L6L
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. 19J.~.. comPlete<L._..!2/9L. ...__. 19~
WELL DRILLER'S STATEJ,1iENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME...___~~~~9.~__~!~_~_._~~.~_~...9.~..........._.._...
(Person, firm. or corporation) (Type or print)
Address.~.~....9_~___~~._~_~_!__.2:_~~~_~___~~~._..___~~~_...___....
[si~~d~~:':.~~.....-......
(Well Driller)
License No.g?3.::Q_?~.5.QQ...._._h..... Date...~.~.~__?9.p..., 19...7.5
,,,0_.
::.. ,.....--
1 ....
WATER WELL REPORT
I
STATE Of W ASBINGTON
...............................1......... Address....Geileral
T.bJJ.J;:s.t.QJb,.......... ... ............... ......... ........
Date of test .-......................-............................ [Sign
Baner test.......Q..Q........gal.lmin. with_...~'O....._..tt. drawdown atter........l.........hrs.
Artesian f1ow_.___................._......._.._g.p.m. Date.._._.._.lf.::..17 ",:,.B.Ll_..
Temperature of water................ Was a chemical analyslS made? Yes 0 NJ 0
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(USE ADDITIONAf- SHEETS IF NECESSARY)
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File OrigInal and First Copy WIth
Department of Ecology
Second Copy - Owner's Copy
Third COpy - Driller's Copy
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(1) OWNER. Name.......Howard....Smi.t.h
(2) LOCATION OF WELL. County
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Bearing and distance from sectIon or subdivi~ion corner
(:;) PROPOSED USE. Domestic ex IndtlStrial [] MuniclPal1 []
Irrigation 0 Test Well [] Other 0
(4) TYPE OF WORK. Dwner s number of well I
Iii more than one} .1................
New well KI Method Dug 0 Bored I 0
Deepened 0 Cable 0 Driven 0
Reconditioned 0 Rotary I8l .Jetted 0
(5) DIMENSIONS: Diameter of well Q........ inches.
Drilled.....9.8............. .......ft. Depth of completed well.... ....9..6...............J.tt.
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(6)
CONSTRUCTION DETAILS:
Casing insta~. 0...... Diam. from
Threaded 0 "',:.':' Diam. from
Welded IX Dlam. tram
Q. ...... ft. to
ft. to
ft. to
.9..6.... ft.
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ft.
ft.
I
Perforations: Yes 0 No QC I
Type of perforator used_..................................................................................
SIZE of perforations .-............. in. by lin.
perforations trom ft. to ft.
perforations from --.................... ft. to ._...._............1 ft.
perforations from _..................... ft. to ._......_.......... ft.
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Screens: Yes 0 No ~
Manutacturer's Name_..._._.__.___.__._._._.._.____--.J_....
Type.._.............__.___..._.___.__...... Model No___--1....
Diam. .-....-...... Slot si%e .--....-' tram ...._...m.... ft. to _....__..1 ft.
Dlam. _............ Slot size .__.._ tram _..__.._.. ft. to .___._ it.
1
Gravel packed: Yes 0 No ~ Size ot gravel. .___..__-'_....
Gr~"el placed from .__..__......__........ ft. to ........_____.._..........! ft.
Surface seal. Yes:tJ No 0 To what depth? .........1.8..._._...1 ft.
Material used in seaL................._......._..................._............__..____........
Did any strata contain unusable water? Yes 0 NJ 0
Type of water?_................._._.._ Depth of strata......_.__...,.....L....
Method of sealing strata 01l_._._............._._....._....._.__._._......!_._
(7) PUMP: Manutacturer's Nam~t...l..~!1~.;~L
Type ._......_.B~s.~l.alO____...._._...... H.P ._..1._.~._.
(8) WATER LEVELS Land-surface elevation I
: above mean sea level. ..._____.tt.
Static level _.._......3.~........._...._._..ft. below top of well Date....._~2.~1~::'_8
Artesian pressuze ._..................._..lbs. per square inch Date..........___....._.~......
Artesian water is controlled by._....._.............._._...___......__...._...L_..
(Cap. valve. etc.) 1
Drawdown is amount water level is I
lowered below static level
Was a pump test made? Yes 0 No 3 It yes. by whom?_................................
Yield gal.lmin. with ft. drawdown after ~rs.
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(9) WELL TESTS:
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Recovery data (time taken as zero when pump turned off) (water l.ivel
measured from well top to water level) I
Time wate~..~=~.~.lh~.~~.~..m wate~_~~.~.~~..I....~~:~..... ~~~~_~_~~.~._
I................
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f'ry 050--1-20
Application No
Permit No
..De..........Y.elm.. ..Ha......985.9.7...
.SW.I.~ NW.l,~ Sec....3.O'..... T 17.. K R... 2E.W.M.
(10) WELL LOG:
Formation Describe by color character size of material and structure and
show thickness of aquifers and the kmd and nature of the material 17\ each
stratum pe7\etratcd, w,th at least 07\" entry for each cluInge of formation.
MATERIAL
I FROM! TO
10 12
I 2 ' 8
i 8 10
_.___.l.1CL.....-1.7.
__U-L-.2.Q.
....l2.o..._.~
......J.3B~L.
142 168
I
Top soU &.gJ'av~.._
Gravel, clay & boulders
Boulder
Hardpan.&
Seepage &
Hardpan
Seepage, gravel & clay
Gravel, clay & boulders
boulders
hardpan
r.
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.
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Work started.....__..12.~..1.Z . 19_..8.5. ComPleted._......12.~.7............ 19...._..ES
WELL DRILLER'S STATEMENT'
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME....B.i.chal;ds.o.n .W.elLDJ:.i11ing...CQ......................
(Person. firm, Or corporation) (Type or print)
License No..........Q.41.9.......................... Date.......4~.f.Q...........m..., 19........86
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.tilti1 ",CLL ....I ufo ,",...,7.1 It we. i.j i.~"; ~.....,
~tatE uf ~as~inaton WatEr Ri9~L (c mit No.
-------------------------------------------_____ .__________l_ =_==~~~__=_=~===~_============================================
-----------------------------------------------------------1-
(!) OWNER; S~ui ~22d nddr€ss 15725 10'; th ;'C ~ ~ ~l~, ~~,j.;h
I
~============:=~====:============~----- --=======:=======~=F==========~===========~~==~===:==:==~==========================
(~) LnC'TTON 0" ""'L C I" A ~~ ,Tj / /,"i "'" '_I-::-l.!".
,..:.. ",Iii rWCL" OiJ.n~y ;1;..~l;ur. /L"./1/1"f i....-lI'fw'Cl. ./_ '" ~ WH
'(2a) STREET ADDRESS OF WELL (or nearest address)
===========================================================~================================================================
,:l PROPOSED USE Domestic , r (10) ..m LOG
===========================================================~==r-------------------------------------------------------------
(4) TYPE OF WOR~: New Owner's nlllber uf well I I "ATERIAL 1 FROM I TO
~;:h:~~eA~~a~O;:;~ I :-;:~~:~~----------------------------..-------;-~----..~-;------
--------------------------------------------------------------r r I
~;~-~~~~~~~~~~~---------;:~~~~~~-~;-:~~~~--~-~~~~~~--------11--- I Gravel Yelloll \II/SIal I 8uulders r 2 I 25
Drilled 140 a. Depth of cUlllpleted well: 140 ft. r I 1
==============================================================1 Blue Celllented Gravel i 25 I 100
(6) CONSTRUCTION DETAIlS: I I
Casing installed: 6 I Dia. frol .1 ft. to 139 ft.1 Celented, Yellow Sand & Gravel
· Dia. from ft. to ft.1
. Dia. frol ft. to ft.I Yellow, Sand & Gravel \ii/Bearing
----------------------------..-----------------------~---r
~erfoic:i'.Ur.S No I I
Type of perforator used: I
Size of perforations: in. by In. I
perforations frOI ft. to ft I
perfurations frol ft tu ft. r
periorations froll ft to ft. I
perforations fro. ft. to It. r
----------------------------------------------------~---I
S((eeos Nu I
Mod. No. I
slut sizt:: frolll ft. to fit. I
slut size: froll ft. to fit. I
------------------------------------------J---I
Gr ave I packed: No Size of grave I I
Gravel placed frol: ft. to ft. I
----------------------------------------------------~---I
Surface seal: Yes To wbat deptb: 20 Ft. . I
Material used in seal: Bentonite I
Did any strata contain unusable water? No I
Type of water: Depth of strata: I
Method of s~alinQ strata off: I
======================;===================================J===I
PUMP: Manufacturers nale:
Type: Size: H.P: I I Work Started: :/81'35 COlpleted: 3/12/95
==========================================================d===r=============================================================
(8) WATER LEVELS: Land-surface elevation above I I WELL CONSTRUCTOR CERTIFICATION:
lean sea level: ft. I I constructed and/or accept responsibility for
Static level: 60 ft. below top of well Date: 3/12/351 construction of this well, and its cOlpliance with all
Artesian pressure: los. per sq. in. Date: I I Washington well construction standards. Materials used
Controlled by: , I and the inforlation reported above are true to the best
===========================================================:===1 of IY knowledge and belief.
g) WELL TESTS: Drawdown is alount water le'lel is lowered
below static lIater level.
Was a pUlp test lade? No If yes, by whol:
Yield: GPM with ft drawdown after hrs.
5PM with ft. dralldown after hrs.
Date of test: / !
Bailer test: 6PM w/ ft. drawdown after hr's.
Air test::O 6Pt! iilstel set at 135 ft. for 1 hr~.
I
Artesian fluw: GPM Te~p: u Cbemical analysis No
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Kanufaci_rer's nale:
Type:
Dia.
Dia.
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Date: 3/12/35
I,
WATER W1IELL REPORT
STATE OF WASHINGTON Permit No.
(1 ) OWNER: Name....M.al.com..W_....Br.awn............................................t...... Address....J59.Q.5~.;l,Q5.tb..W.~y...s...~......'(elIIJ,.....Wa.......9as.9..1........
(2) LOCATION OF WELL. County .Thu.r.s.t.on.JI.............h..............................-sw.......:,~ ..NW......\~ Sec..3Q...... T .17.....N R...2.E....W.M,
Bearing and distance from section or subdivIsion carner
I
(3) PROPOSED USE. Domestic OXlndtlStrJal 0 Municipal ill (10) WELL LOG.
I
Irrigation 0 Test Well 0 Other ill
,
Date of test _..._....._........-....-....-...---..-_ ,
la1ler test.__..20.....gal./min. with...._..10_....!t. draWdown atter_.....1._.....hrs.~
n .rteslan f1ow____._....__._.-lt.p.m. Date....__.3.~1.9..__ II
U Temperature ot water.___.. Was a chemical analysis made? Yes 0 No IS
I
(USE ADDITIONAL SHEETS IF NECESSARY)
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File Original and First Copy with
Department of Ecolol';'Y
Second COpy - Owner's COpy
Third Copy - Driller's Copy
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(4) TYPE OF WORK. Owner's number of well I
(if more than one) .1................._.,-.
New well l>J Method Dug 0 Bored OJ
Deepened 0 Cable 0 Driven OJ
Reconditioned 0 Rotary Ox: Jetted OJ
(5) DIMENSIONS: Diameter of well ..6...... inChd.
Drilled........9.}................ft. Depth of completed well........9..J......._.........tt.
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..._. ft.
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(6)
CONSTRUCTION DETAILS:
Casing installed: 6.... Diam. from .0..... ft. to
Threaded 0 Dlam. from _.............. ft. to
Welded IS D1am. from ft. to
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Perforations: Yes 0 No ~
,
~;;: :~ ~=::::~~~=~.:..:.~~.:::::....~:..~;..-...:~:::::::::~::::::::=::-;1
I
._...._....... perforations from --........-.-...... ft. to .-..... fl'
.__........ perforations from -..-.....-........... ft. to .--..-..-.......... fl'
.__.............. perforations from ._........_....... ft. to ._.m....._......~.
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Screens: Yes 0 No [%
ManUfacturer's N ame_...____._._...__._........_.__.._...__....,._._._..L
Type____ _.__ Model No__.....____..L
I
Diam. ___...._ Slot size _.._...._.... tram ft. to _.......___ ft.
I
Diam. _.__._.._. Slot size ._.__._ from ..._. ft. to .__"_ f~
Gravel packed: Yes 0 No ~ Size at gravel. ____....._1.
Gravel placed from ____..._ ft. to -......---...-.--..-- ~.
I
Surface seal: Yes ex No 0 To what depth? _..__1.0_._ rt.
Material used in seaL..._..B.entonite........._...............__.____....!.
I
Did any strata contain unusable water? Yes 0 No III
Type of water?_._______ Depth of strata_.___.J.
Method of seal1ng strata o1f---...-..--------.--..---f
(7) PUMP: ManUfacturer's Namr JAt'.n~~i...B.1:D.L.-__..--J
Type __ 1 S4C __ H.P 1 I
(8) WATER LEVELS- Land-surface elevation I
. above mean sea level. .__.. ft:
Static level .--31...__-ft. below top of well Daie._.3.=.ill__"":'
I
Artesian pressure ____ lbs. per lIquare inch Date__.____.__~
Artesian water is controlled by______.___.__._.__l .
(CaP. valve. etc.) I
(9) WELL TESTS: Drawdown is amount water level is I
lowered below static level
Was a pump test made? Yes 0 No II If yes. by whom? .-..............-...............
Yield: gal./min. with ft. draWdown after hrs!
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Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level) I
Ttme Water Le11el I Time Water Level I Time Water Level
........ ...........-.-....... ........-....... ._._......f.............. ............1
r:::::::::::::: r:::::::::::::
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Applicalion No
Fonnation Describe by color character. size of materiaL and stTUctILre. aTl.d
show thickness of aqutfers and the kind and nature of the material in each
stratum penetrated. with at le03t one ent'1l for eaclt CMnge of fonnatioTt.
MATERIAL -I ;ROM I ro-
Top sgJ,J...__ I_~-
H~rdpan i 2 ~-
( \ I, 22 I 48
SAnd & eravel wet} . __ -~
SAnd (wpt) 148 51
Gr;lvpl & !':and (wpt) _151 80.___
Grll.vpl (blue, I
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- .-
-
::->' -.
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Work started....~3...____. 19~9... completed-....~_~~__. 19....1.2
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME......B.ichards~I1..j.elLJ>.7:.ill.1J.lg...G~h..............................
(Person. firm. or corporation) (Type or print)
License No.__.2.23.~.Q.2~.~.~9.Q............ Date...~.~.+.~L.................., 19 Z.~
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WATER IWELl REPORT ShrtCardMo. 048841
STAT~ or IIAS1fItI6TOH ll.Jter Right Perlit Mo.
----------------------------------------------------------------------------------------------------------------------------------
(j~OWNER;-N~;;_PA~eEi-R:~----------------------Add;~;---IPO--.oi-&zs-~--YEli~WA--98i97:----------------------------------------
~r:=~~iiO~~~~~~~l:~~~~:=::::::::=:::::=::::I~==s:=:~Sw==~i~:===.w:li~===-~=30==T=l~~:~=~=2E-=~================
--:------------------------------------------------------------------------------------------------------------------------==:====
(3)-PRDPOSED-USE;-DQNEsrlc---------------------------------1-----:-(loi-WElL-l06-------------------------------------------
_________________________________________________________________1 _ __ _ __________________
(4i-TYPE-or--wORK;----------O;;;;;;-~;b;;-~f-~;Ii-----------I-----l-f~;;;ti~;-D~~;ib;-b;-~~~;~~h~;~~t;r~ siz; 01 aaterial
(If lOre than one) : and strHcture, and show thickness of aquifers aftd the kind
=:==~~~~:====:=========~~~~~~~=~!~=============:======i :~dl:::~r:n~fe~~~yl~~~r~:~hi~h::~: ~:r~~~:a~rno:~rated, vith
(5) DlftENSIONS: Oialeter of veil 6 inthes :-----------------------------------------------------------------
Drilled tOO ft. Depth of cOlpleted vell'7 ft! : KATERIAl I fROK : TO
===========================================================d===:=: TOPSOIL AMI GRAVEL 0 : 2
(f,) COISTROCTIOM DETAILS: : &RAVEL' ClAY 2 : :IS
Casif19 instilled: 6 · Dia. frot 0 ft. to 97 ft.: SILT "VEL . ClAY SEEPMlE ~ : 40
hUlD · Oia. fro. H. to ft. : &RAVEL . ClAY 40 : 55
· Dia. fro. ft. to ft. : SILT 8RAYE1. . _lATER 55 : 54
----------------------------------------------------------: SILT All &RAVEL &4 : 72
Perforations: . \ : .. &RAVEL . ClAY 72 : ~
Type of perforator used : SilTY SAlt &RAVEL WATER 90 I 97
SIZE of perforations in. by in.: IlIOIII &RAVEl . ClAY : 97 : 100
perforations trot ft. to ft. I : : :
perforations frol ft. to H. . : : :
perforations trOl ft. to it. : : :
----------------------------------------------------~-----~ : :
Screens: .. : :
KaRufacturer's Maae : :
Type lto4el lei., : :
Diu. slot size fro. ft. to fit. I : :
Dia.. slot size fr" It. to fit.: : :
--------------...-----------------------i--: ; :
6nvel paciNI .. Size of gravel .: : :
Bravel pliced fro. ft. to ft. I: : :
-------------._-------------------------------------~-----: ~ :
Surhce seal: YES To unat depth? 18 i ft. : :
ltaterial used in seal BnIlITE a.AY: :
Did illY strata contain unusable vater? ..: :
Type of vater? Depth of stnh I ft. I :
lli!thod of sealing strata off: :
=- -==============================f ;
(7) PlJIl: flandact.rer's lau SAWUI I : :
Type SUlRElSIILE H.P. 3/. : :
========::::===================================================a=: :
(8) WATER LEVELS: land-surface elevation I: :
above lean sea level... ft. : :
Static level 29 ft. belOll top of vell Date 04115/92 : :
Artesiall PrHHrt lu.per square incl! Bate / II : :
Artesiaa vater controlled ~y I I : I
\ I IIort stirted 04/14/92 Cotpletecl M/IW
======================--=S==2S:::Z==================================z:===sa.a...2.z:aZ.===========z=.:2::z:===c.z=zaa....82=::=-===
(,) YEll TESTS: Dravdovn is aeGUDt vater level is lowered helov : YEll COISTROCTOR CEiTIrlCATIllh
static level. i : I cOIKtrllded ln4/or KCept re!ipoesibili ty for (oe-
Was a pu., test ealle? . If yes by. ""OIl? I: stnction of this vell, aed its c~liance vith III
Yieldz gil./.in vith ft ilravdovn after hn. I WaslliagtOR well cOIlItrllCtiGfl stalHlarlls. ltaterills IsM
, : aDd the inforaation re,orted above are true to Sf ~t
: knovledge and belief.
Recovery dati I I
Tise IIater Level Tile Water Level Tiee Water level : IIAItE IlalAllllllELL HILU.
! : (Per SOlI, firl, or corpoutiOll) <Type or print)
I
I
: ADDRESS POt::t1 27~AC IIA
Date of t6t / / \ : ---1 -.
Bailer test gal/.iD. ft. drawdovn after hrs. I [SI6NEDl ~_ 'cense No. 2117
~ir test 40 galllin. v/ stN set at 93 ft. for 1 \hrs.: ----
Artesian flow g.p... Date: Cofttnctor's
Tl!IIjIeraturl! of vater Was .J chNical analysis Nde? 118 : R~istration 110. IICIIAltt32108 Date OSl2l1~
=======================================j===================================================
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WATER 'fELL REPORT
STATE Of WASHINGTON
OWNER: Name..~u...D. ~~.~......L....... Address.~..~~..~. ..... .....
) LOCATION OF WELL. County.. . u. . ..f!.d....s....!..5'.b......../t..3..;l6-::....~..5.4.(.,1.::.. AI...f:..\.
::iring and. distance from section or subdivision corner I
(USE ADDITIONAD SHEETS IF NECESSARY)
I
I
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I
and First Copy with
of Ecology
,y - Owner's Copy
y - Driller's Copy
) PROPOSED USE.
Dornest.lc ~dustrial 0 MuniciPall 0
Irrigation 0 Test Well 0 Other 0
._........L..
Dug 0 ~dlO
Cable ~ Driven 0
Rotary 0 .Jetted 0
. ell / . I
Dlameter of w .~""'''''..;;'7 mebes.
Depth of completed well....~..::r.._........._~t.
I
TYPE OF WORK. ~;'::;~~~ ~~b~~e~f well
New well ~ Method
Deepened 0
Reconditioned 0
~=~4~~~.~.-Jt.
CONSTRUCTION DETAILS:
Casing installed: .J....... Diam. from It::"-... ft. to .;1L_ ft.
Threaded 0 Diam. tram _............_ ft. to ____......_ it.
Welded 0 Dlam. tram ._..........._ ft. to ._...__.. ,ft.
Perforations: Yes 0 No w----- I
~~ :~ :::::::~~=~=.=~~.:~.=..::..:...~~..~-.......-....~~.=.~.~.~:...:..:~.b~
.............--..- perforations tram ......-....-..-..-.. ft. to .-..--.......-.....Ift.
__.............._. perforations tram __..__.............. ft. to ___....._._...... ft.
-...._............_.. perforations tram ._...._........_.. ft. to .~._...... it.
I
Screens: Yes 0 No ~ _1_
ManUfacturer's Name........___.._._.......___.._.___...._.__....
. I
Type.-- -___ Model No......____....
Diam. .___..._ Slot size -____. tram ...._...._.... ft. to -..--lit.
DIam. __._ Slot size ...__. tram _...____.. ft. to _____ I'ft.
Gravel packed: Yes 0 No ~ize at gravel. :...__...:.J_~. -
Gravel placed tram ____. ft. to -----.---lit.
Surf:~=:":7n ~~.o~ ~ ~.JG~.~~..~~~=j~
D1d any strata contain unusable water? Yes 0 Nol
Type of water?____._ Depth ot strata__._--=-__..
Method ot sealing strata Olf____________--=--___+_
) PUMP: ManUfacturer's Name.._..___.___m_ - _...1......
Type - ----....-... H.P-------.-f_.
WATER LEVELS: Land-surface elevation I
above mean sea leveL --;]-;J.L7--';':;
:ic level . :2...:2. --ft. below top ot well Date.~- .#-=-J.{-
sian pressure _._......lbs. per square ineh Date_.___..L
Artesian water is controlled by-_____.._..__.--L
(Cap, valve, etc.) I
) WELL TESTS: Drawdown is amount water level is I
lowered ~w atatic level
a pump test made? Yes 0 No IlI""'U yes, by whom?
1: gal./min. w1th ft. drawdown atte;.........-.......-."J;
,
,
t'
very data (time taken as zero when pump turned off) (water le.J,el
l1easured from weH top to water level) I
,me Water Level I Time Water Leuel Time Water Leuel
..... -........--..----... ....m____.m ._...._.m.m. ..........____. ...mm.--.......t-..
Date .~~.~~~:::~j~~~I:i~n........_..._.... :1:::::::::::::::: -...................1...
r test.2..~_n_.gal./min. with__.a.._.....Jt. drawdown after -.:2....._...-1Us.
1an f1ow.__.__.______g.P.m. Date.._..__.._._....'-..._J_.
nperature at water__.__...W8S a. chemical analysis made? Yes 0 No
50-1-20
Application No.
Permit No.
__ .1......................._.............
(10) WELL LOG'
Formation Describe by color, cha1'acter size of material and structure, and
show thickness of aquifers and the kmd and nature of the materia! in each
stratum penetrated, with at least one entry for each change of formation.
MATERIAL
FROM
TO
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Work atarted.ll.: ~ t I9':]!]. .:complete<t.h'.::. ~ 6f
WELL DRILLER'S- STATEMENT:
~
192.:1
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge 9nd belief.
D' ,
N AME..r.:-LfLn.c:...c:.~..j.,Q.._b..h_.D.,.L.J.~h.~~.~.'-...m._......._...___
(Person, firm. Or corporation) (~ or print)
Address.~:?c:t4.L#..HAiN.W..._!1t'~.a':'k..t:.~.~.~.~_.._
[Signed] .~..t....~-iirli.i;;~i........m...----.......---.............
. c~e No.tJ_/,....5.J......._.......mm.. Dau&f:.~...._.._.......___., 1922
~3
I
WATER !'YELL REPORT
STATE ~F WASHINGTON Permit No
I 4792 N.W. Eldorado Bremerton Wa...9..?!3Jo
.............................._.............. Addrcss............................................................................. ........ ...... ...........,................
.nuu;.s.toh-.....-................-.....................- sw.......\~ sw.......\. Sec.3.Q....... T_ll.....N R..2E....W.M.
I
Date of test .--........-.---...-...........--... I
BaUer test._.20.......gal./mln. with.J.5..._..tt. drawdown atter...1.....__.......hrS.
ArteDan lIow___.__.__--&.p.m. Date... 11- 2~..2.9 I
Temperature ot water_.__... W.. a chemical analysis made? Yes 0 N~ ~ License NO.........22.3~.Q2~.6..5QO....m Date...1.1~.28................... 19...19-
I
(USE ADDITIONAL SHEETS IF NJ:CESSARYl
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File Original and First Copy WIth
n"partment of Ecology
Second Copy - Owner's Copy
Thlrd COpy - DrUler's Copy
c
(1) OWNER: Name_....Ro.bert .~......Grinc:le
(2) LOCATION OF WELL. County
o
Bearing and distance from section or subdivision corner
I
(3) PROPOSED USE: Domestic Oil IndustrIal 0 MuniCIpal 0
irrigation 0 Test Well 0 Other I 0
I
.1..._.............._..
Dug 0 Bored 0
Cable 0 Driv~ 0
I
Rotary G:: J~ 0
\
(5) DIMENSIONS: Diameter of well .__b.._... inches.
DtIlle<i.......7.9_...............Jt. Depth of completed weIL......1.9..._._..-t.Jt.
(6) ~=T:~~~ .~~~=: tram _.fL_.... ft. to .7.9J ft.
Threaded 0 ._ Dlam. from ._.._ ft. to ___+ ft.
Welded 1C ._" Dtam. from ._..._ ft. to .___.,- ft.
c
(4) TYPE OF WORK. ~7~~:e ~~b~~eO/ well
New weU ~ Method
Deepened 0
Reconditioned 0
11
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Periorations: Yes 0 No ~ ,
Type of pmoraw ~__.........__.____._--L.__
SIZE ot per:foratioDS __._._..... in. by ._.._..........--1 in.
=~==::::: =:=:= :: ====:::::=:::::: :: : -==J: ::
.____ perioraUcma tram .__......__ ft. to _._._..\. ft.
Screens: Yes 0 No Ii
Manutacturer'a N_"
T7P" Model No I
Dtam. __ Slot si%e ___._., tram _....._.._... ft. to _...--'- ft.
Dtam. ___. Slot aIze ._._._ from .__. it. to ._---+ it.
I
Gravel packed: Yes 0 No~ Size ot gravel .___---L.._
Gravel placed tram ___ ft. to _........___....+ ft.
Surface seal: Yes 13 No 0 To what depth? _.._20._._.1 it.
Material \lRd in ....1 BentDnit.e..........._.._.........__._.L_..
I
Did any strata contain unuaable water? Yes 0 No](]
Type of w8ter? _ Depth of strata_...___J__
Method of aealinc strata Olf_.___.__...._______.__._.___._+-_
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(8) WATER LEVELS: Land-surface elevation I
above mean sea level. .__._~.
Static level _.-"-5._ ft. below top of well Date...11.~~l.9...
Artalan'preuure 1M. per square inch Date_.._.__J_._
Artesian water Is controlled by_____._.__..._.__J_..
(CaP. valve. etc.) I
\
.-............-."1-....
Ms.
I
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Recovery data (time taken as zero wnen pump turned off) (water It-vel
measured from well top to water level) I
..~~=~..... Water Level I Time W4t~_~:.~~...I....~~=~_... ..:~::._~r~..
....--...... I.::::::::~~:::
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(7) PUMP: MaDutactUrer'. NaDle-_...__.___....
Type . ..... H.P
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(9) WELL TESTS:
Drawdown Is amount water level 18
lowered below static level
No Cot If yes. by whom?
ft. drawdown after
c
W.. a pump test made? Yes 0
Yield: galJuUn. with
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..............t..............
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,....._.-._--.~---
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ECY OS().1.20
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Application No.
(10) WELL LOG'
Fonnation De$cribe by color cMfUCtl!1' me of matenal and structure, and
snow tMcltneu of aquifeTs and the Jcind and n.atUTe of the materiaL in eacll
$t1'l1tum penetTated, witll at Leaat one entTlJ faT each cMnl1e of t01'm4tlmt.
MATERIAL
Tnr ClniL
Brown ~lAY ~/~.ftri ~ gr.ve1
Hardpan
Silty sand & iravel-brown
Wet sand & iravel wI brown
FROM TO
n 2
2 4
~ i 1"i
~l.y 115 laQ .. ..
c.lay "Q 7Q..._
~
Work start.ed-l~8
!
\
.11-'~ __ _. III
7.9
. 19..19.. Completec1.
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME......BJ.J:hard.OI1..,W.elLDrilllag...ca................................
{Penon. firm. or corporation) (Type Or print)
i.....
""""",_.1~!l._.~1Ia._98!1.!'!L'_'__"'_
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(Well Driller)
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WATER WELL REPORT
STATEloF WASHINGTON 'W R' h PIN
ater Ig t enn t o.
I Address
,
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Ale Original and Arst Copy with
Deparonent of Ecology S
Second Copy - Owner's Copy./, \ e
Third Copy - DrUler's Copy ,
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(1) OWNER: Narre -.:: PG j "'I
(2) LOCATION OF WELL. County
(28) STREET ADDRESS OF WELL (or nearest address}
...,
/,
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~ Domestic
o Irrigation
o DeWater
Industrial 0
Test Well 0
Municipal [] I
Other 0
I
Bored 0 I
Driven 0
Jetted 0
inbhes.
I tI.
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'111
57 tI.
tI.
tI.
(3) PROPOSED USE:
n
(4) TYPE OF WORK.
Owner's number of well
(If more than one)
New well .Jt(
Deepened 0
Reconditioned 0
, i
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Abandoned 0
Method: Dug 0
Cabl~
Rotary 0
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(5) DIMENSIONS. Diameter of well
Drilled feel Depth of completed well
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(6) CONSTRUCTION DETAILS.
h
tI. to
tI. to
tI. to
Diam. from r I
Diam. from
Diam. from
Casing Installed:
Welded ~
Unar installecfO
Threaded 0
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Perforations: Yes 0 No JX
Type of perforator used
SIZE of perIorations
perlorations from
perlorations from
perlorations from
in. by in.
tI. to It.
tI. to ft.
tI. to ft.
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Screens: Yes ~ No 0.... J I~
Manufacturer's Name I V (. I Co e {<.C"
Type S ~ ,-V] f.r.u
Diam. .....fL Slot size (5 { 2
,
Diam. Slot size
fI
W f...t'- Model No. I G h
from 5"7 y ~.to 6/ .~
from ft. to fl
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Gravel packed: Yes 0
Gravel placed from
NO~
Size of gravel
ft. to
/1
,
~
Surlace seal: Yes ~ ~ D. I To wj1at depth?
Material used in seal 1 \ ~ n TJJ. .j /tr!_
Did any strala contain unusable watur? Yes 0
Type of waIIlr?
Melhod of sealing strata oft
/~
No IX
Depth of strala
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(7) PUMP: Manufacturer's Name I
Type: Sc-( ~
tJ...cCt /Jj
H.P. A-
I 11.
Date It: ~LL.-7l
Date
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(8) WATER LEVELS: ~=;,~::~
Static lewl /? tt below top of well
Artesian pressum 100. per square inch
At18sian water is controlled by
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(Cap. valve, etc.)
(9) WELL TESTS: Drawdown is amount water level is lowered below static level
Was a pump test made? Yes ~ No 0 If yes, by whom?
Yield: / D gaL/min. wilt1 92" ft drawdown after A . hrs.
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Recovery data (time taken as zero when pump turned off) (water level measured from1well
lop to water level)
Time WatBr Level Time Waler Level Time Waler LeVel
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Date of test
Bailer test -L..C2... gaJ./min. with q-O fl drawdawn after / I hrs.
Airtest gal.lmin. wilt1 stem set at It. for I hrs.
Artesian flow g.p.m. Date /' () --2/- 9 ~
TemperatlJre of water _ Was a chemical analysis made? Yes 0 NO~.
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Start Card No. W () 66 3t Y
UNIQUE WELLl.D. II rfc rI 11;{1...
~c.1c. /tc/ 5u.,.-
...)W 1/4 ,rV'u/ 1/4SecJO T~N,R~ .M.
4I.JI-'V ;I..~
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Describe by color character. size ot material and structure. and show thickness Of aquifers
and the kind and nature of the material in each stratum penetrated. with at least one entry for each
change of information.
MATERIAL
S G~ .1 C____.,..-: / U,"-- If r/1
(
CC"lC.,ryj [;n.e.IV~( 8{.;{.
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FROM
L..my,tf.j 6-~",.J ~'::<'''''''-n:::..
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G WlPc,d l~vrJ St!.,p~t.~-<", (7'1-(<' .31
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<:) tl.. a k",- 1); f.. &.-wv-cl
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5"2
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5... ".1'4.. ~ C:..c:M1IJt,c'r {'~---c..i
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/;'/ro:...;~ Se.,.J t..A"hi.-'
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6..2.
ft.
ft.
Worl<Started
/t'J. (9
19. Completed
/0 zz..
19 -2'b
WELL CONSTRUCTOR CERTlRCATION:
I constructed and/or accept responsibility for construction of this well, and its
compliance with all Washington well construction standards. Malefials used and
the information reported above are lrue to my best kn~'edge and belief.
NAME
/h }/~U,,?:~!2"/~~Nr)
b//O 1J.~d- &< ~ ,A/F Ohr<
~,--- .A' License No. t"'~? "j
~ '
Address
(Signed)
Contractor's
Registra1irill;1 ;c; . L P
No. /l'lv ~D J)o!j7/<.f) Date
/
(USE ADDITIONAL SHEETS IF NECESSARY)
,19 7'6
//-/
Ecology is an Equal Opportunity and Affirmative Action employer. For spe-
cial accommodation needs. contact the Water Resources Program at (206)
407-6600 The TOO number is (206) 407-6006.
~~o~feo~Copywtth WATER ~ELL REPORT
Sfton(\ Copy - Owner. Copy I
ThIrd CoDy-DrlJler. Copy STA.TE ~F WASHINGTON Permit No.
(1) OWNER: Name....J..i>>.L~:tl~.r...............h............._.........__..._..-1____.. Addretlll.....Rt...__2....ao.X...2.~UeJ.m......Wa......98.;.z.=~=
(2) LOCATION OF WELL: county._..._......_..T.l::l1.:I.r.a.~_......__.____.._- IDL._\. ..sH.._I. Sec.3~L._ T_11-N.. R_2E....W.M.
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(3) PROPOSED USE. Domestic CR Industrial 0 Municipal 0 (10) WELL LOG:
rm.aUon 0 Test Wen 0 Other I 0
(4) TYPE OF WORK: f~~~ =b~~e~t well._....J.........___-L_
New well 41 Method Dug 0 Bored I 0
Deepened 0 Cable 0 Driven 0
RecondiUoDed 0 Rotary 0:: .J~ 0
I
(5) DIMENSIONS: Diameter ot well ..-6.._.1Dchell.
DrWecL. 1 0'3 ft. Depth ot completed welL 1 00 I ~
I
(8) CONSTRUCTION DETAILS: I
Casing iDatalled: _L" Dtam. from _0- ft. to ....1QOJ it.
Tbzuded 0 _ Dtam. from _ it. to --.-J ft.
Welded~ ._" Dtam. from -____ it. to -----1 ft.
'bra. WELL DIlR.I .RR.'S STATEMENT:
I"
I"
Recovery data (time taken u zero when pump tumed olf) (water ~
meuured from well top to water level) I
~:~~=E~:~~:;1~<~;
Date of teE --- I
Baller ~-caUm1n. witl1..-.4a.-tt. drawdcnm after 1 "....
AnelIlan Sow I.Pm. Date...12-.1-77 I
Temperature of water_....... Wu a chemical analY8Ia made? Yell 0 N~ CZ
I
(USE ADDITION..h. SBD:TS IF NECESSARY)
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Bearl~ and d18taDce from leet10n Or subdivision corner
PerioratioDS: Y.. 0 No Ia
T7Pe of ~tm' u.d
SlZJC of pertoraUoDa In. by _ 1m.
perforaUolla from it. to I it.
pertora1:IaDa from __ it. to I ft.
pertoratloas trom it. to I ft.
I
'1'7P- Model No I
DIam. _ Slot me _ trom __ it. to --1 ft.
DIam. _ Slot me _ tram _ it. to ---+ ft.
SereeDS: Y.. 0 No III
~. N...,"
Gravel paeked: Yell 0 No at Size of &ravel:
Gnn!. placed from it. to _
Surface seal: Yea II No 0 To what depth? ?O
Material 1I8ed in 'eaL~:&:l:toni te
Did aD7 strata contaiD Ulluaable water? Ya 0
T7Pe of water! Depth of atrab
J4etbod of ~ Rnta oI!
(7) ~:~'. N.- .rAt~'I1ui ~~ 1 !
(8) WATER LEVELS: ~--=.:ier= I~
StaUc lent 11 ft. below top of well Date..1~1-Tl
Art8IItaD p~ 1M per IIq1IUe inch Dw. I
ArWai.aD water Ia controlled b)' I
(CaP. valve. etc.) I
I
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(9) WELL TESTS:
Drawdown Ia amount water level ta
lowwed below ltaUc level
No IX If)'ell, by whom? .
it. drawdown after
Wu a pump test made? Y.. 0
YIeld: aa1./mm. with
ECY 051>1.20
Application No.
FormaUon. Describe bV color, clulnu:tcT, aiu of matmaL cmd atTuc:t1&,.., cmd
,hot&> tlUckneu of aquifcn cmd the lcind and 1\4tu,." of the mGtena& in cach.
It1'lUUm ~ed. with. at least Oft<< ""t7'II fOT each. ci>ang. 01 fonnaUon.
MATERIAL
I
1ft.
I ft.
I
I
No 1%
I
I
Work sta1'teri 1 ?-1
li.xL. Completari 12-1
. 1M..Zl
ThUI well wall drilled UDder my jur1sdic:tion and tb.I.I report is
true to the best of my lmowl~ and belief.
NAME..-R:l~-~~.9.~_jl.!~.*_12!'}J~!~_9.!?!'__._________..._..__.
(Penon. 1I.nn. or corponlUln) (T7Pe or prtnt)
(
IJcense No_____g.g3.::Q_~=2.5.9_Q....._._. Date...:!::~.?__....__....... 1838.
.....
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WATER WELL REPORT
St~te of Washington
I . .
Address 16111 143RD AVE SE YELM WA
I
STREET ADDRESS OF WELL (or nearest address) 15741 SE MOSMAN ST YELH WA
I
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I
File
Orig & First Copy - Dept of Ecology
Second Copy - Owner; Th~rd Copy - Driller
( 1)
(2 )
(2a)
OWNER: Name TOM LONGMIRE
LOCATION OF WELL: County THURSTON
(3 )
(4)
PROPOSED USE
DOMESTIC
Type of work
Method
NEW WELL
ROTARY
(5)
Diameter of well 6
1501 inch::
I
:: lr
to 1
I
i
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DIMENSIONS
Drilled 150
feet
Depth of completed well
(6 )
CONSTRUCTION DETAILS
Casing instld: 6
ft
ft
ft
Diam
from 0
Welded
x
Diam. from
Diam. from
Liner
Threaded
Perforations
Yes
No X
Type of
Size of
perforator used
perforations
perforations
perforations
perforations
in
by
from
from
from
ft
ft
ft
to
to
to
Screens
Yes
No X
Manufacturer 5 Name
Type
Diam
Diam
Model No
sizB
Slot
Slot
from
from
ft
ft
to
to
size
Gravel packed: Yes
Gravel placed from
No X
Size of gravel
ft to
Surface seal: Yes X No To what depth? 18
Material used in seal BENTONITE
Did any strata contain unusable
Type of water?
Method of sealing strata off
water? Yes No X
Depth of strata
(7)
PUMP: Manufacturer's Nama JACUZZI BROS.
Type
SUBMERSIBLE
B.P. 0.75
(8 )
WATER LEVELS. Surface
Static level 45
Artesian pressure
Artesian pressure is
elev above mean sea level
ft. below top of well Date
lbs. per sq in Date
controlled by
(9)
WELL Tl!:STS. Pump teet made? _
gal lmin. with
gal./min. with
gal./min. with
Recovery data:
By whom? i
ft. drawdown after'
ft. drawdown after
ft. drawdown after
Yield 0
o
o
Yield
Yield
Time
LvI
Time
Time
Wtr. Lvl
Wtr
Date of test
Bailer teet 0
Airteet 12
gal/min with ft drawdown after
gal/min with etem set at 145 ft for 2
gal/min Date
Arte!lian flow 0
Temperature of water
Was chemical analY!lis made? I YES
I
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ft I
ft. I
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in. 1
in. I
in. I
1
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ft I
ft. I
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ft. I
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Start Card No. W089331
Unique Well ID 1
Water Right Permit No.
98597
Page of
NE 1/4 NW 1/4 Sec 30 T 17 N R 2
(10) WELL LOG or DECOMMISSIONING PROCEDURE DESCRIPTION
Material
SILTY SOIL BOULDERS
GRAVEL, COBBLES, BOULDERS
GRAVEL, SAND
GRAVEL AND SANDS
GRAVEL, SILTY SANDS
GRAVEL, SAND-PACKED
PACKED SILTY SAND, GRAVEL
BROWN CLAY
HARDPAN
BOULDERS, PACKED GRAVEL
GRAVEL, SAND, COBBBLES, SEEPAGE
GRAVEL, SAND, SILT-PACKED, SEEPAGE
HARDPAN AND SEEAGE
GRAVEL, SAND AND WATER
(I)'
. -
~:::
::z:a
~
z-
--
\J1
From
To
o
3
20
32
37
45
60
70
78
90
100
110
3
20
32
37
45
60
70
78
90
100
110
125
140
150
c
7-
CO
\d
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-.:l _I
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0-1
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CD
125
140
I constructed andlor accept responsibility for construction
this well, and its compliance with all washington well const
ruction standarda Materials u!led and the information report
above are true to my beat knowledge and belief.
Name RICHARDSON WELL DRILLING
Adclresa p~ 44427 T WA :::4
(Signed) IlL; p-
(Well Dri
Contractor's Registration No. RICBAW*3210B
Based on form ECL 050-1-20 (2/93)**f-1329- by Speed Systems Co
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Work Started 02/21/97
Completed 02/25/97
Lie. No 1547
Date 03/101
"
WELL CONSTRUCTOR CERTIPlCATION.
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File
Orig & First Copy - Dept of Ecology
Second Copy - Owner; Third Copy - Driller
WATER WELL REPORT
StaJe of Washington
I
WA
Start Card No. W ~-
,
Unique Well ID ;. ~
Water Right Permit No. 071939
(1 )
(2 )
(2a)
OWNER Name GERRY BROWN
LOCATION OF WELL County THURSTON
STREET ADDRESS OF WELL (or nearest address)
Addr+ss 15640 109TH AVE SE YELM WA 98597 Paqe-/ 1 of
SW 1/4 NW 1/4 See 30 T 17 N R 2
E
(3) PROPOSED USE DOMESTIC
( 4)
Type of work
Hethod
NEW WELL
ROTARY
(5 )
DIMENSIONS
Drilled 90
Diameter of well 6
::eet
Depth of completed well 90
(6 )
CONSTRUCTION DETAILS
Casing instld
to
to
Diam. from 0
Diam. from
Diam. fram
ft
Welded
x
ft
ft
Liner
to
Threaded
Perforations
Yes
No X
Type of
Size of
perforator used
perforations
perforations
perforations
perforations
in
by
from
from
from
ft
ft
ft
to
to
to
Screens
Yes
No X
Manufacturer B Name
Type
Diam
Diam
Moelel No
Slot
Slot
from
from
ft
ft
to
to
s~ze
size
Gravel packed Yes
Gravel placed from
No X
Size of gravel
ft to
Surface seal Yes X No To what depth? 22
Material used in seal BENTONITE
Did any strata contain unusable
Type of water?
Method of sealing strata off
water? Yes
No X
Depth of strata
(7)
Manufacturer a Name
PUMP
Type
H.P
o
(8)
WATER LEVELS
Surface
Static level 48
Artesian pressure
Artesian pressure is
elev above mean sea level
ft below top of well Date
lbe. per sq. in. Date
controlled by
(9 )
WELL TESTS:
Yield 0
Yield 0
Yield 0
Recovery data
By whom?
ft. drawdown after
ft. drawdown after
ft. drawdown after
Pump teet made?
gal/min. with
gal /min with
gal/min. with
Time
Wtr. Lvl
Wtr
Time
Lvl
Time
Date of test
Bailer test 0
Airtest 10
Artesian flow 0
gal/min with ft drawdown after
gal/min with stem set at 79 ft for 1
gal/min Date
Was chemical analysis made? NO
Temperature of water
(10) WELL LOG or DECOMMISSIONING PROCEDURE DESCRIPTION
I
I
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I
901
I
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From I To
I
o I 28
28 I 40
40 I 70
70 I 76
I 76 I 90
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ft I
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in I
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Material
SILTY SAND GRAVEL COBBLES BOUDERS
OOSE GRAVEL SAND COBBLES TAN
GRAVEL SAND COBBLES TAN
GRAVEL SAND TIGHT GREY WATER
GRAVEL SAND COBBLES WATER
Work Started 08/20/96
Completed 08/22/96
,
Contractor's
WELL CONSTRUCTOR CERTIFICATION:
I constructed and/or accept responsibility for construction
thia well, and its compliance with all Washington well const
ruction standards. Materials used and the information report
above are true to my best knowledge and belief.
Name RICIlARDSON WELL DRILLING
7 Tacoma WA 98444
c. No 2246
Date 09/05/
by Speed Systems Co
I ft
oab2/96
,
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WATER WELL REPORT
sTATEloF WASHINGTON
I
I Address /~ '/'./
I
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("'7/~~ ?.-I_47E
File Original and First Copy with
Department of Ecology
Second Copy - Owner's Copy
Third Copy Driller's Copy
(1)
OWNER: Name
Municipal : I
Other '--'
~. to
ft. to
~. to
Bored 01
Driven 0
Jetted 0
iriches.
I ft.
I
I
Start Card NO.Wa I "8 <<I- 7
UNIQUE WEll 1.0. # ;:r n Z /4/
71'1
(2) LOCATION OF WELL. County ,7"6/ u.€.S ~A/
(2a) STREET ADDRESS OF WELL (or nearest address) /~ all
(3) PROPOSED USE.
~ Domesbc
U Irrigation
o DeWater
Industrial []
Test Well '--'
ft.
J :;Si' ft.
ft.
Model No.
ft. to
ft. to
H.P
Date ,.
Data
--5. E
~,ELW).
/...I..J~
(4) TYPE OF WORK. Owner's number of well
(If more man one)
Abandoned 0 New well ~ Method: Dug []
Deepened 0 Cable :J
Reconditioned 0 Rotary ,=
(5) DIMENSIONS. Diameter of well G;;
Drilled leet. Depth of completed well
(6) CONSTRUCTION DETAILS:
Casing Installed:
Welded .2t ~
Liner InstalledlJ'
Threaded 0
Diam. from
Diam. from
Diam. from
,..-,J
~'/4~ 1/4Sec-3.cL- T...LZLJLN.. R~W.M.
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Describe by eoior. character. size of matenal and structure. and show thickness of aquifers
and the kind and nature of the material in each stratum penetrated, wnh at least one entry for each
change at information.
TO
,
Perforations: Yes 0
Type of perforator used
SIZE of perforations
perforations from
perforabons from
perforations from
,
in. by in.
ft. to ft.
ft. to ft. ,
IUo ft.
Recovery data (time taken as zero when pump turned all) (water level measured from well
top to water level) I
Tlme Watsr level 'Time Watsr Level 'Time Water Level
!
Date of test
Bailer test _gaJ./min. with ft. drawdown after
Airtest 'i gaJ./min. with stem set at J? 0 ft. for
Artesian flow g.p.m. Date
Temperature of water _ Was a chemicai analysis made? Ye~
Cf"""C:".1"/"II"'O'=I'.. ~,
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No 8l.
Screens: Yes 0
Manufacturer's Name
NO~
I
ft.
ft.
t
.,
ft.
ft.
..
'>.
Work Started
19. Completed
Type
Diam.
Diam.
Slot size
Slot size
from
from
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(9) WELL TESTS: Drawdown is amount water ievel is lowered below static level
Was a pump test made? Yes 0 No 8. If yes, by whom?
Yield: gaJ./min. with ft. drawdown after hrs.
WELL CONSTRUCTOR CERTlRCATION:
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Gravel packed: Yes 0
Gravel placed from
No 0
Size of gravel
ft.to
Surface seal: Yes ~ "No 0 To what d~Pth? I ,. ~
Material used in seal Jf 8.E~~ orE a # pS
Did any strata contain unusable water? Yes 0 No ~
Type of water? Depth of strata
Method of seali"9 strata off
(7) PUMP' Manufacturer's Name
Type:
(8)
WATER LEVELS: Land-surface elevation
above mean sea level
? '7 ' ft. beiow lap of well
Ibs. per square inch
Static level
Artesian pressure
Artesian water is controlled by
(Cap. valve. etc.)
I constructed and/or accept responsibility for construction of this well, and its
compliance with all Washington well construction standards. Materials used and
the information reported above are true to my best knowledge and belief.
NAME 1<'.2/~'" Oi./lI/1tJ '" Co. ~AP ~
-J (PERSON. FIRM, OR CORPOIIlolIrION) (TYPE OR PRINT)
Address?~. '8c::1-X, g I 7 m//1?Jp.} w,.. qt!~
(Signed) ~;.~. _.....J ~... ~ _ Ucense No. A:::l ~ S
~Rl~
hrs.
hrs.
Contractor's
-. ~
No. <C.E~ Klllll? Dc./"'O~ Date I"~.
(USE ADDITIONAL SHEETS IF N CESSA"W>
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'-.
^
I .
WATER ~ELL REPORT
STATE OJ WASHINGTON
I
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File Original and Firat Copy with
Depanment of Ecology
Second Copy-Owner'a Copy
Third Copy- Driller' a Copy
(1)
OWNER: Name
D a. vi d
S c r 0 9 g'i n s
Pierce
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(2)
LOCATION OF WELL. County
same
(2a) STREET ADD DRESS OF WELL (or neareat addreaa)
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Municipal g
Other 0
I
Stan Card No.
035752
Water Right Permit No.
Addreas
34320
jOtl,
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Ed L lJ 11 V ill p
Wi!
dye
_ ~...s...E..-~ sec2.L T ....l-l-N.. R-6-E-W.M.
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
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(3)
PROPOSED USE.
Domestic
o Irrigation
o DeWater
Industrial 0
TestWell 0
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(4) TYPE OF WORK' Owner'anumberofwell
. (if more than one)
Abandoned 0 New well 0
Deepened 0
Reconditioned 0
I
Bored 0
Driven 0
Jetted q
. I
Inches.
ti.
Method: Dug 0
Cable 0
Rotary KJ
(5)
DIMENSIONS:
94
Diameter of well
6
qa
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LJ
Drilled
feet.
Depth of completed well
(6) CONSTRUCTION DETAILS.
Casing Insta~ed: 6 Diam. trom n It. to 79
w..lded ~ Diam. from It. to
Liner inatalled 0
Thr..aded 0 Diam. from It. to
Perforations: vealX] NoD
Type of perforator u....d pye 4\
SIZE of perforationa 4~ in. by
4~ p V Gertorationll from 74 It. to 94
p..rtorationa from It. to
It. to
Screens: Vell
Manufacturer's Name
Type Model No
Diem Slatlllze trom It,to
Diem tr"", It. to
Gravel packed: V.a Siz.. of grav..1
Grav..1 placed from It. to
o
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Surface ..al: Vea p No 0 To ~st d..pth? 2 a
Materialu8ed In....al h FIn t n n, t p
Old any strata contain unu....bl.. _t..r? V..a D No D
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(7)
Type at _ter?
M..thod at .....11ng strata off
PUMP: Manuf.cturer'a Nam..
nlljlth of strafA
Type: H.P
WATER LEVELS: ;~~e~a;:'~:~~::V,::n
Static lav..1 27ft. below top of w..1I Data
Aneaian praaaure Iba. per aquare inch Date
An..sian water is controlled by
(8)
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WELL TESTS: Drawdown la a"'8!!.nt water level ia lowered below atatic level
Was a pump t..st made? Vea 0 No ~ If yea, by whom? i
Vield: gal.J min. with ft. drawdown after h~.
I
(Cap, Yalve. etc.))
Recov..ry data (time taken as zero when pump turned off) (water level meaaured
from w..lI top to _ter level)
Time Water Leve' Time Water Level Time Water Level
Date oftest
Bailer teat 1 ti gal.J min. with
1 4 It. drawdown after
1
Ainsat
gal.J min. with at..m a..t at
ft. for
Arteaian flow g.p.m. Date
Temperature of water _ Was s chemicalanalyaia mad..? V..s D
NO[]
(I
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ECYOSO-1-20 (10187) 1329,
..... 3
Formation: Describe by color character size of matenal and structure. and show
thicknesa of aquifera and the kind and nature of the material in each atratum penetrated.
with at least one entry for Bach chanoe of information.
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ft. ._-
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ft.
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ft.
,-
ft,
Work ataned
.19
j'
WELL CONSTRUCTOR CERTIFICATION:
I constructed' and I or accept responsibility for construction of this well,
and its compliance with all Washington well construction standards.
Materials used and the information reported above are true to my best
knowledge and beliet.
NAME S K g~mi. ~IRJoRQ~j,JA1j.r 9
(TYPE OR PRINn
hr~.
hr~.
Address 32519 Mtn H~;y Eato/wille
,
(Signed)~ ~
(WELL DRILLER)
90328
Wa
License No, 1 0 6 5
Contractor's
Reg~~n
No. -, P 11 M n * 1 :1 fi N 1 Date
8-21_90
19_
(USE ADDITIONAL SHEETS IF NECESSARY)
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File Original and First Copy with
DeDsrtment of Ecolo<JY
Second Copy-Owner'. Copy
Third Copy-Driller's Copy
I
WATER VtiELL REPORT
STATE O~ WASHINGTON
Start Card No.
005462
Water Right Permit No.
(1) OWNER: Name Ri ..h::!rn O",cinrff
Address 17246-110th Ave SF. yplm, 'i.J.<l
q~'iQ7
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(2) LOCATION OF WELL. County
Thurston
~%~,. sec...23......... T...1.L....N.. R---2E..-W.M.
(6) CONSTRUCTION DETAILS.
Casing installed: 6 Diem. from 0 N.to 107 ft.
Welded g: Diam. from 11. to ft.
Liner Inslalled [J
Thraaded I' Diam. from ft. to ft.
Perforations: YeaD NOLX
Type at perforator uaed
SIZE of perforationa in. by in.
perforations from ft. 10 ft.
perforations from N.lo ft.
11. to ft.
Screens: Yea
Manufacturer's Name -
Type Model No.
Diam. Slot size from 11. to 11.
Diam from 11. to 11. :r
Gravel packed: Yea ;::.:Z:
Size of gravel
Gravel placed from It. to It. >-
Surface seal: YealXl NoD To what depth? 18 fl. ,
-
Matenal uaed in 88al Bentonite ~I
Did any strata con...n unuaab.. ..ter? YeaD NO~
(2a) STREET ADDDRESS OF WELL (or neare'l address)
Same
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PROPOSED USE. ~ Domestic
[J Irrigation
!J DeWater
Municipal Li
Other c...;
(3)
Industrial C
Test Well C
(4)
TYPE OF
WORK. Owner'a number of well
(,f more than one)
New weil ,~
Deepened [J
Reconditioned [J
Bored 0
Driven 0
Jetted 0
00050
[l
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Abandoned C
Method: Dug ~
Cable [J
Rotary Dc
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(5) DIMENSIONS: Diameter of well
Drilled 107 leel. Depth 01 completed well
inches.
6
107
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Type of water?
Method of sealing atrata off
nepth of atratA
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(7) PUMP: Manufacturer'a Harne
TYlMl:
H.P
(8)
WATER LEVELS: ;~~e~:~~:~8Y.::~n
Static level 26 It.belowfopolwell Date 11-9-87
Artesian preaaure Iba. per aquare inch Date
Arteeian water is controlled by
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(CaP. vat.., etc.))
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(9)
WELL TESTS: Drawdown ia amount water level is lowered below static level
Wasa pump teat made? YeaD No5tJ lIyee, by whom?
Yield: gal.J min. with It. drawdown alter hra.
r'
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Recovery data Ctime takan .. zero when pump tumed off} (water level meaaured
from well top to water level)
Time W.ter LtMH Trme Water Level Ttme Water L....I
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Date oltest
n
{
Bailer test
30
11. drawdown efler
1
gal.lmin. with 43
gal.lmin. with stem eet at
Ainest
11. tor
11-9-87
NOIXJ
u
Aneaian flow g.p.m. Date
Temperature of water _ Was a che~ic8J analysis made? Yes 0
II
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ECYOSO.'.20 ('0/87) '329.
..... 3
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Describe by color character size of material and structure, and show
thickness of aquifers and the kind and nature of the materiat in each stratum penetrated.
with at least one entry for each change of information.
MATERIAL
FROM
TO
It.
fl.
Work atarted
11-9
.19. Comoleted
11-9
. 19.-81
WELL CONSTRUCTOR CERTIFICATION:
I constructed and/or accept responsibility for construction of this well,
and its compliance with all Washington well construction standards.
Materials used and fhe information reported above are true to my best
knowledge and belief.
NAME Richardson Well Drilling Co.
(PERSON. FIRM. OR CORPORATION)
(TYPE OR PRIHT)
Address
License No.
1424
hr:s.
(Signed)
Contractor's
RegistrJ!tlonh
No. ~~c_ Aw 3210B
Date
hrs.
7-25
19--88
(USE ADDITIONAL SHEETS IF NECESSARY)
11
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File Onginal and First Copy Wlt.~
Depa.-tment of Ecology
Second Copy - Owner's COpy
Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Permit No.
--"-;:>plication No
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(1) OWNER: N ame....M;r...~......p.?:y.~......f9.J'.t~......................._.........._............ Address...Rt...~......1.J.....J3.QX.....k.f.g.9.........X.~.lIJ.l.,.....W~.s..h..~.....__...............
(2) LOCATION OF WELL: County r.:. e~e T.Jj..~..r..~..t.~...!':!...u....u..............uu..u....-5:,...fAt'.,Sc..~I!t.\'., Secu,J,...~... T L7..N R.J"i~];
Bearing and distance from section or subdivision corner .5~uu J'~.( J-=J- ",f 1.\.ocT J3Di--'f- ~~~16"'-(A. 1-1,'11 ~~.
(3) PROPOSED USE. Domestic Xl Industrial 0 MunicipalD (10) WELL LOG:
fl
,
U
Irrigation 0 Test Well 0 Other 0
n
(4) TYPE OF WORK. Owner's number of well
(if more than one!
New well ~ Method
Deepened 0
Reconditioned 0
Bored 0
Driven 0
.Jetted 0
u
Dug []
Cable IX
Rotary 0
n
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(5) DIMENSIONS:
Drilled..._.....1n..............ft.
Diameter of well 6........ inches.
Depth of completed well..'{6..........._......._.it.
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(6) CONSTRUCTION DETAILS:
Casing installed: .6...... Diam. from
Threaded 0 .__ Diam. from
Welded ~ .__.._.. Diam. tram
.0_ ft. to 7.6..- ft.
....._ ft. to ___......... ft.
._u_ ft. to ._......._. ft.
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Perforations: Yes 0 No ~
Type- of perforator used......_._...._.__._........._....._.........................._..__......
SIZE of perforations ___..__.... tn. by ._..._h............._... in.
_______ perforations from __.._._..__.... ft. to .__..._.___..... ft.
.___.__;: penorations from __.._.............. ft. to ._..__.__...... ft.
____.....__ perlorations from __...._..._...... ft. to _.._..___....h ft.
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Screens: Yes 0 NoXl
Manufacturer's NamC-..._____._.__..._..._....___.___._...__....
::. ~_ ~lat slze ...:::=~_=:-~: ~~~:~.~;~:_~.-~=.=~.~~:
Dlam. __ Slot size .___. tram ft. to ._____ ft.
11
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Gravel p~cked: Yes 0 No IX Size of gravel: ._.___."._h..
Gravel placed from ______ ft. to _._.___._._...__ ft.
(I
Surface seal: ;Ye<<:I No.D To what depth? "._..1.8..._ ft.
Material .used in seaL_._~1Lt__Q.Q.~.QJ3.j;....Q~Ll'-~tt:. I
Did any strata contain unusable water? Yes JC No 0
TyPe ~f water?~li>ePth ot strata.4~-S-8-~
Method at .sealing strata off.-Dri.y.e._._thr.'U....._.._
..5e.A-Y~
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(7) PUMP: ManUfacpn-er's.-NArn.. ___..
-.:: ~- .-.. ~e: ...~:t:- .... HoP ~.~ --_
(8) WATER LEVELs. Land-~e elevation - --- -
- --. -. --.' above mean sea level. 4, ft.
Sta~~ le-nI_ :. -<I ,-. ._~~.~ top 2,!.,"Pli .Date..l.Z27 /75
Artesian preawoe.., _ . . 1bli. ~t;r square incl1 Date..
ArtesIan water is co.ntrolled. by
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,,:a'f."
(Cap. valve. etc.)
~,.......
(9) ~ _TEsTS:
Was a pump test ~e' Yes 0
Yield: -' gal./min. with
'Draw-down is amount.water-level U
lowered below.static level. -
No:tJ If yes, .by whom?.':"__..__.__.__...
ft. drawdown after ms.
11
I
U
fI
Reeovery data (time taken as zero when pump turned off) (water level
measured fro~.well top to water. level)
....~~=~..... ..:~.=-:~.~..I...~.~=~_... .=~.:_~-=~... ...~~~.:.... ..:::_~::~..
...._... :::::::::::::::::::::::[=::::::==: .__.........:!:::::::::::::::: ,....n:::::::::::::::::
,
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Date ot test .g-::;..._.____.._.._......_......
Bailer test-___-Ital./min. with......_..5.5_.tt. drawdown after _..__.?_.._.hrs.
Artesian flow ..__...__....g.p.m. Date..._._....____.____....
Temperature of water-'-_.... Was a chemical analysis made? Yes 0 No ~
n
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Formation Describe by color character size of material and stTlLctILre, and
show thickness of aqutfers and the kind and nature of the materia! in each
stratum penetrated, Wtth at least one entry for each change of formation.
MATERIAL
Gravel, large, loose
Rock, large boulder
Gravel, large, loose
Hardpan, brown
Gravel, medium,loose
Hardpan, brown! sandy
Sand&Gravel,Water, 12' SWL
Hardpan , brown
Sand&Gravel,Water, 12' SWL
Hardpan , brown .,
Gravel. water bearing
, I FROM I
TO
! ';/01 8
I 8' 10
I 10: 15
,
! 1Si '31__
I ~1! '3l_
i '3, 41
I 41] 44
I 44i S8
I S8! 60
I 601 64
I 641 76
I I
I
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, !
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I I
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I
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Rf~;iV;:D
Lt.) 1 197C)
D::?,.Rr~r:.1T (1:- r:.-"'~ll"\....u
St" '-'"l.:'-('- n-t'\'""..",
._-.... ~- L., [(,1:
. . 1 c: J
Work startelU:..L....!...an
I
I
Zz. Jan. 1925_
. 197..5.... Completed.
WELL DRILLER'S STATEMENT:
This wen was drilled. under my jurisdiction and this report is
true to the best 01. my, kDowledge and belief.
NAME_..~Q.~.~....$.~J.fQ~QJ;N.~...~~.RY.J;Q~n._........................
(Person. finn. or corporation) (Type or print)
2408 Marine View Drive Tacoma
Address..............................._....n.........._...............................................n........
[Signed~~..A/....~............n.....
(We11Driller)
License No.....Q.?!.!!.Q............................ Daten?.7._~.~...._....n.. 191.2..
S. F No. 1356-0S-(Rev 4-71)
(USE ADDITIONAL SHEETS IF NECESSARY)
~"-
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File Original and Firet Copy with
Departmenl of Ecology
Second Copy-Owner's Copy
Third Copy-Driller's Copy
WATER WELL REPORT
2
Start Card No.
Well
#
STATE OF WASHINGTON
Water Right Permit No
(1) OWNER: Name
Debbie SOJ.n:
16849 SE l03rd aye ct E Ye1m Wa
Address
n
\
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(2) LOCA TION OF WELL. County T h u r s ton
(2a) STREET ADDDRESS OF WELL (or nearest address) sam e
_Y._Y. Sec..2...9..- T.---11N.. ~W.M.
PROPOSED USE:
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
n
c1 Domestic
[] Irrigation
::: DeWater
Municipal C
Other D
(3)
Industrial C
Test Well C
u
(4)
TYPE OF WORK. Owner's number 01 well
(,f more than one)
n
LJ
New well 00
Deepened [J
Reconditioned 0
Abandoned C
Method: Dug []
Cable ~
Rotary ..J
Bored 0
Driven D
Jetted D
n
: i
U
(5)
DIMENSIONS: Diameter of well
6 5 leet. Depth of completed well
85
inches.
Drilled
(6)
CONSTRUCTION DETAILS.
6
ft. to
ft. to
ft. to
65
o
rr
U
Casing installed:
Welded ~
Liner installed [J
Threaded
Perforations: Yes D
NO\XJ
Diam. trom
Diam. from
Diam. from
n
I I
U
Type of partorator used
SIZE of pertorations
in. by
LJ
perforations from
perforations trom
pertoretions from
Screens: YesD NO)?]
Manufacturer's Name
ft. to
ft. to
ft. to
n
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Type Model No
Dlam. Slot size from ft. to
Diam. Slot size trOfl1 ft. to
Gravel packed: YesU No 9EJ Size of gravel
Gravel placed tram ft.ta
(I
,
LJ
Surface seal: ~s ~ No 0 Ta what depth?
Materiel used in se~ e ton 1 t e
Did any atrata contain unusable w8ter? Yea D No 0
20
n
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(7)
Type otwater7
Method 01 sealillQ strata off
PUMP: Manufacturers Name
Type: H.P
nepth 01 strel"
(8)
WATER LEVELS: ;:~~a~:~":::'r:J:'
Static level 39ft. below tap ot well Date
Artesian presallle Ibs. per aquare inch Date
Arteelan _ter is controlled by
n
I
U
(Cap, va..,., Me.))
n
U
(9)
WELL TESTS: Drawdown ia amaunt water leve. ialOW<<ed below atatlc level
Was a pump test made? Yes D No Y{ If yea. by whom?
Yield: gal./min. with ft. drewdown after /va.
fI
LJ
Recavery data (time taken aa zero when pump turned off) (waler level meeaured
trom well top to water level)
Time Water Level Time Water Levet Time Wet. Lewe'
n
u
Date oltest
Bailer test 1 0
gal. I min. with
11ft. drawdown after
1
[I
I
U
Qal. Imin. with stam set at
Airtest
ft. for
Artesian flow g.p.m. Oete
Temperatureofwaler_ Wasachem,calanalyaiamade? YeaD N~
1\
LJ
ECYOSO.'.20 ('0/87> 1329.
~3
Fonnation: Oescribe by color character. size of material and structure. and show
thickness of aquifers and the kind and nature of the material in each stratum penetrated.
with at lea8t one entry for each change of information.
WATERIAL
ft.
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" ..." , 111 CComDleted ^ -. .19""---'"'
ft.
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Worto: started
WELL CONSTRUCTOR CERTIFICATION:
I conatructed and I or accept responsibility for construction of this well,
and its compliance with all Washington well construction standerda.
Materials uaed and the information reported above are true to my best
knowledge and belief.
NAME S K ~~R.~~ o~~ 9
Address 3 2 5 19M t n H w yEa ton v ill e
(TYPE OR PRINT)
Wa 98228
hra.
(Signed)~ &if~Licen8e No. 0240
(WEU. ORlU.ER
Contractor's
Registration
NoS_I\.. PUMU"'UbNl Date 8 21 19--9-0
USE ADDITIONAL SHEETS IF NECESSARY)
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WATER WEll REPORT
STATE Of WASHIN6TON
Start Card No. 068652
Water Right Perlit No.
.--------------------------------------------------------------------------------------------------------------------
.-------------------------------------------------------------------------------------------------------------------
\ EJl6EL llILLA Address PO BOX 177 YEUl, 1M 98597-
--------------------------------------------------------------------------------------------------------------------
.-------------------------------------------------------------------------------------------------------------------
Of WEll: County THlISTIIIl - SE 114 SE 1/4 See 29 T 17 N., R 2E W"
,DRESS OF WEll (or nearest address) 17443 110TH AYE SE YEL" 9 ~~. ??Z
:====================================================================-==============================================
iE: DOJIESTIC : (10) WEll lOG
~==================================================:----------------------------------------------------------------
RK: Ovner's Nulber of veIl : foraation: Describe by color r character, size of aaterial
(If lore than one) : and structure, and shov thickness of aquifers and the kind
:============~;~~~~~=~!~=~~====================; :tdl~:;tr~n~fe~~~y.1~~r~:~hi~h:~~~ ~~r1~~:a~~~~rated, with
Diaaeter of veIl 6 inches :-----------------------------------------------------------------
ft. Depth of cOlpleted veIl 60 ft. : "ATERIAl : fRO" TO
:============::=:=:======::==:========:======:===::: TOPSOIL &RAVEL COBBlES : 0 9
IN DETAILS: : ClAY II &RAVEL COBBLES BOULDERS : 9 26
.all ed: 6 · Dia. frol 0 ft. to 60 f to : SAIlD &RAVEL COBBlES : 26 3S
. Dia. frol ft. to ft. : BRIlIIN ClAY 1& &RAVEL COBBlES : 35 50
· Dia. frol ft. to ft. : SAIlD . &RAVEL SILT WATER : ~ 60
.--------------------------------------------: CLAY 1& llRAVEl : 60 62
5: II : :
perforator used : :
per for atioos in. by in.: :
,rforations froa ft. to ft. : :
rforations frol ft. to ft. : :
=r forati ons frol ft. to ft. : :
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---------------------------------------------------:
~
urer's Nue
slot size
slot size
lIodel No.
froa
frol
ft.
ft.
ft. to
ft. to
--------------------------------------------------:
ed: II 'Size 01 gravel
)laced froa ft. to ft.
---------------------------------------------------:
l: YES To vhat depth? 18 ft.
used i R seal 8EIITOIlITE ClAY
strata contain unusable vater? II
vater? Depth of strata
~f sealing strata off
--------------------------------------------------,
--------------------------------------------------,
ft.
acturer's Maae REI JACKET
Type ~II.E H.P. 1/2 I
___________________________________________________1
---------------------------------------------------.
S: land-surface elevation :
above aean sea level... ft. :
_125ft. below top of veIl Date 11/07/91 :
resSUrt lbs. per 5lIuare inch Date I / :
~ter controlled by :
: Wort started 11/07/91 eoapleted 11 07/'1
-------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------
: Dravdovn is o1Iount vater level is lovered below WEll CONSTRUCTOR CERTIfICATION:
static level. I constructed andlor accept responsibility for coe-
.t aade? II If yes by whoa? struction of this veIl, and its coepliance with all
lal.l.in with ft ilrawdown after hrs. Washington veil construction studards. ltateriils used
and the inforaation reported above are true to IY best
knovle.ge and belief.
level
Till!
Water level
IIAKE RlaIARIION lIEll DRILLI.
(Person, fir I, or corporation)
(Type or print)
Till!
Water Level
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: ADDRESS PO~1 427 T
:est I I :
gal/ain. ft. dravdown after hrs. : [SI6NEDl License 10. 1424
gal/.in. vI stet set at 54 ft. for 1 hrs.: -- --
.~ g.p... Date: Contractor's
~~~~~~========~~~~~~~ica~=~~~!~~~=:~e~-~==~~;~~~~~~~~~=~~:=~!~'~~ __===_~~~!=~~~~!2=============
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F:ie OrlQ,nai ano First Copy Wllh
OeoartmsnI Of EColOQY
S~cono Copy-Owner's Copy
7h,rd Copv-OnlJer s Copy
WATER WELL:~" REPORT
STATE OF WASHiNGTON
202758
Start Card No.
Water Right Permit No.
(1) OWNER: Name K-'l' CQnstr'lct ion-
:. -
Address
Tom Morris
18115 138th ave
Sf!.
Yelm wn
(2)
LOCATION OF WELL. County
Thurston
16525
_~_:4 S~ Tli..JI.. R...2..E-W.M.
109th Lane SE Yelm Wn. 98597
(2al STREET ADO DRESS OF WELL (or neareat addresa)
(3) PROPOSED USE. ;Jc Domestic Industrial 0 Municipal 0 (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
'- Irrigation
[J DeWater Test Well 0 Other 0 Formation: De.cribe by colD< character size of material and atructure. and show
thicknea. of aquifers and the kind and nature of lhe malerial in each .tralum p_aled.
(4) TYPE OF WORK. Owner's number 01 well with at least one entry for each change 01 informatton.
(,f more Ihan one) UA TERIAL i FROIII I TO
Abandoned C New well Xl Method: Dug Q Bored 0 srlna arrlvel ! 0 I 4
Deepened - Cable 0 Driven 0 Brown &
c....
Reconditioned C Rotary ex Jetted 0 Brown sand qravel clay , !
I
DIMENSIONS. & bOUlders , 4 51
(5) Diameler of well 6 inches. I
110 Brown silty sand qravel I I
Drilled feet. Depth of completed well 110 ft. ,
and boulders some clay J ')1 96
(6) CONSTRUCTION DETAILS. ~ srlnn I;. 1 Wrlr.p r I
Casing Installed: 6 Oiam. from 1+ fl. 10 110 fl. 150Dm I 96 i 110
Welded x: Diam. from fl. 10 fl. I ,
Liner installed ~
Threaded Oiam. from fl. 10 fl.
Perforations: Yesl...; NO~ ! I
Type of perloralor used i I
SIZE of perlorations m. by in.
per1orahons from fl. to fl. :
perforations from fl. to fl. ,
perforations from It. to fl.
Screens: YesLJ No~
Manufacturer's Name
Type Model No. I
Oiam. Sial size from It. 10 fl. i
Diam. Sial size from fl. 10 fl. I
Gravel packed: Ye.U No ~ Size of gravel , ;
Grsve' ptaced from fl. to fl. i i
Surface ..al: Yes [X NoD To what deplh? 20 fl.
Mat8t'ial used in seal bentonite I
Did any alrala conlain unusable waler? YeaD NoD I
Type of waler? n.,pth of stral- I
Method of .aaling .trala off
(7) PUMP: Manufacture"s Name
Type: H.P
(8) WATER LEVELS: Land.aurface ....v.tlon
._ .....n ... level fl.
Stalic level 53 fl. below lop of .en Date
Artesian preasure Iba. per B(IUllre inch Dale
Arlesian water ia conlrolled by (Cap, ..aive, etc.))
Work slarted O.'A.O') ,19. ComoIeted O..,&:;. .0., .tL-
(9) WELL TESTS. Drawdown is amount waler leve' ia lowered below slatic I""el
Was a pump tesl made? YesD NOC]: II yes. by whom? WELL CONSTRUCTOR CERTIFICATION:
YielCl: gaL min. with 11. drawdown after hrs.
- ---- .---- - - -- I constructed and I or accept responsibility for construction of this well.
and its compliance with all Washington well construction standards.
- ------ Materials uaed and the information reported above are Irue to my best
Recovery oata (time taken as zero when pump turned off) (water 'evel measured knowledge and belief.
lrom well too tlJ water leve!)
- me Waler Le"el Time Water Ltt'oIel Time Water Level
NAME S-K Pl~~ ~ nri 11 i ng
--- (PE . FIRM. OR CORPORA TlON) (TYPE OR PRINT)
-- 37"11Q ~tT} F.rltonville Wn.
Address Hwy
Dale of lesl (Signed) ~ ~
15 '27 License No. 1065
Bailer test gal.! min. with It. drawdown afler I hrs. lWE1.\. DRILLER)
Contractor's
Airiest gat I min. wilh s1em aet al fl. for hrs. Registration
Artesian flow g.p.m. Dale No. Dste 19_
T amperature of water _ Was a chemical analysis made? Yea 0 NoCX S-KPUMD*136Nl 8-21-93
USE ADDITIONAL SHEETS IF NECESSARY)
ECYCSi).120 {iOan 1329.
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File Ong>nal and ~'irst Copv wlth
Department of Ecology
Second Copy - Owner's Copy
Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Applicauon No 004.161
Permit No
(1) OWNER: Name...~.:o.P.=i..Elu~paneu..uuuu.u..... u...u....~=i..1!.~........u Address...~.9.~4.2.._?Ji;.u~.Q~~.9:_..~Y.~...C;.t...uE.:u:r elm Wa .9..i3.29.l.......
(2) LOCATION OF WELL. County Thurston ._..........u........u...Mcx-e1ma...lir:Lga-M.JT:r;,f.t. T 17...N R.?~......W.M.
Beanng and distance trom section or subdivlSlOl1 corne'"
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(3) PROPOSED USE. Domestlc :e! IndustrIal 0 Municipal 0 (10) WELL LOG:
Irrigation 0 Test Well 0 Other 0 Fonnation Describe by color cnaracter StZe of materiaL and stnLcture. and
slLow tniclcness of aquIfers and the Icmd and nature of tlte materia! ,n eaclt
strawm penetrated. with at least one entry for eaclt cltange of formation.
(4) TYPE OF WORK. Owner s number of well --I
(If more than one) MATERIAL FROM I TO
New well ~ Method Dug 0 Bored 0 , 1.1.
black -t.op-soil 0 ,
Deepened 0 Cable 0 Driven 0 :11.
RecondiUoned 0 Rotary:tX: Jetted 0 brown gr:.vel 11 12'
~
(5) DIMENSIONS 6.... brown '= ewmt&d gravels ~r l~rge rode 1 ~,_ 4
Diameter of well inches. grgV~ ] , 43' .47'
Drllled...............7.6.... completed ~eIL..... ......1.6............tt. brown ('hy &
......ft. Depth of
hl'"nwrl C' 1 ~y grav~ 1 water 1-211PH ),7' , 4fi!
CONSTRUCTION DETAILS. V"~7 ('127 ~ gr~vP 1 ~ter 4GPM i 1,81 74'
(6)
Casing installed: .6....... 7.6.... "brown C'Jiiy 7lt ' i .-
Diant. from .0......... ft. to ft. i I
I
Threaded 0 Diant. from ft. to ft. I
Welde~ Dlilm. from ft. to ft.
.... i
Perforations: Yes ~ NOJills knife I
;
Typ~ of perfora tor used....._............ '.' ........ ................ .... ................. ............... I
SIZE of perforations ----._._--..-....--.... in. by in.
ound llt....a.part. perforations tram 41.......... ft. to .7.4........... ft. ,
perforations from ft. to ft. ,
perforations from ._...........u....._ ft. to ft. ; i
, I
Screens: Yes 0 No 1% i !
Manutaeturer's Name...._........_.._.._........................._..._.._........._...._....... I I
Type.........-....-.....--....--.....-..-.-.........-.. Model No.._.....____._.... I !
Diarn. .- Slot size _.............. from ft. to ._._0. tt. i i
Diam. .-..-......-. Slot size __..0"..... from ._onoo tt. to .___u__ ft. I
I
Gravel packed: Yes D No:Jj Size of gravel , I
.-----0-. i
Gravel placed from _........._..._n................ ft. to ................._.. ft. I i
Surface seal: Yes 1% ~~flt.odf~hat depth? _....20......._._. ft. u'
I i
Material used in seal............ ...._.._................................_......................_..........
Did any strata contain unusable water? Yes 0 No ~ ! i
Type of water? Depth of strata.._..__.._._.._..._.... i I
.__o'_o._~___....
Method of sealing strata olf_....._......................_.__....__....._....._....._._. i
, i
(7) PUMP: I
Manufacturer's Name..__._......................._.._....__......._....._......... - I I
Type .-.-.....-......-..--.--...........-..........._........ H.P _............_.__..
::: -' !
..
(8) WATER LEVELS: Land-surtace elevation
above mean sea level. ._....._..ft.
Static level ?l......_........_........_..tt. below top ot well Date.........9~.1.Q"..B.:7
Artesian pressure __............_.._..........1ba. per square inch Date............_........_.......
Artesian water is controlled by...................._.._.....___........._.................._. I i
(Cap, valve. etc.l
I I
(9) WELL TESTS. Drawdown is amount water level Is I
lowered below static level Work startecL.~9 8.7. ComPleted.._..2.~l.Q...... 19..8.7
. 19 - ...
Was a pump test made? Yes 0 NoD It yes. by whom?
Yield gal./min. with .ft. drawdown after hrs. WELL DRn.1 .~R'S STATEMENT:
This well was drilled under my jurisdiction and this report i
.. true to the best ot my knowledge and belief.
Recovery data (time taken as zero when pump turned off) ( water level
measured from wen top to water level) NAME..~~...~~...~..~~.~.2.~......................................................
TIme Water Level I Time Water Level I Time Water Level
I (Person. firm. Or corporation) (Type or print)
._....._......1................ --..-....,................ ............- 32519 Mt Hwy Eatonville Wa 98328
,
.1-.-............. Address..........................................................._..............................................
Date of test with_....-.34::::~~. [signed]ff~........~...............................
Bailer test........8.........gal./min. drawdown atter...._.~._......hrs.
Artesian /low ._........_.u....._ ................._..Il.pm. Date............................._....._...._.... License N o..02lJ.o................................. Date...9.~U........_...........,
Temperature of \\...ater Was a chemical analysis made? Yes 0 NoD 19 .8.
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(USE ADDITIONAL SHEETS IF NECESSARY)
ES'( O~O.1.20
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File Origln;,l and First Copy wIth
Department of Ecology
Second Copy - Owner's Copy
Third Copy - Dnller's Copy
WATER 'YELL REPORT
STATE OF WASHINGTON
Permit No
ApplicatIon No
.......... Address..~....
(1) OWNER. Name. .C}\10
(2) LOCATION OF WELL.
..s~\,,~
county"11.\\J.e;1C~......................................
Bearing and distance from section or 5ubdivi51011 corner
(3} PROPOSED USE.
Domes\lc ~ IndustrIal 0
Irrigation 0 Test Well [J
Municlpal C
Other 0
(4) TYPE OF WORK. ~7~~r~ ~~:;;'b~~e~f well
New well ~ Method Dug C Bored 0
Deepened 0 Cable C Driven 0
Reconditioned 0 Rotary Q!l" Jetted 0
( ) 'WlS' Diameter of well B...... ....... inches.
5 ~=~~~W..~.~.....ft. Depth of completed weIL....~...............tt.
(6) CONSTRUCTION DETAILS.
Casing installed: .9...
ft. to
.9.f..... ft,
()......
Threaded 0
Welded~
Diam. from
Diam. from
Diam. from
ft. to
ft. to
Perforations: Yes 0 NO'1=J
Type of perforator used....
SIZE oi perforations
perforations from
perforations from
._.. perforations from
In. by
ft. to
ft. to
ft. to
Screens: Yes 0 No ~
ManUfacturer's Name............_....._....._..............................................................
Type__...__.._._.._._..........................__.._...... Model No.._.....______........
D1am. ._........ Slot size from ft. to ._.._.. ft.
Dlam. ._............ Slot size ._ from tt. to 'm ft.
Gravel packed: Yes 0 No )lit Size of gravel. ._....................
Gravel placed from ._......_.......... tt. to it.
Surf~:e~:a::: ~eal..~~..~'t.t.~.~~......:~~:::::::::~:..~:
Did any strata contain unusable water? Yes 0 No )Ii
Type of water?_..__....._...._..__....._ Depth of strata......._._...................
Method ot sealing strata oft_..............._........................................._..............
(7) PlIMP: ManUfacturer's Name.........._.........._.........._....._.........._......................
Type ._....__...._._..__.._...................__.................. H:P .___....
(8) WATER LEVELS: Land-surface elevation
7(l above mean sea level. ".'-.'Z. .~
Static level ._......V-................__..it. below top ot well Date.L./J..~..l. ...~lj~
Artesian pressure ..._....._._.___Jbs. per square inch Date......................_...._.
Arteslan water Is controlled by_.._.....____..........._....__..........................
(Cap, valve. etc.)
(9) WELL TESTS:
Drawdown Is amount water level Is
lowered below static level
No I'f( It yes, by whom? ._................................
ft. drawdown after hrs.
Was a pump test made? Yes 0
Yield gal./min. with
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time
Water Level I Time
~--._--....i..n..-.._..._--
Water Level
Water ..~:.~~..L..~:=~.....
I
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I
Date of te,a.. 7:;>1"".........
Baner test.(.O'._......gal./min. With.L..LI..........tt. drawdown atter_.../...........hrs.
Artesian flow ._....__....._............_..........._g .p.m. Date..............................,.........____.._..
Temperature ot water................ Was a chemical analysis made? Yes 0 No OQ
(10) WELL LOG:
Formation Describe by coLor cna.TacteT size of m.uterial and stMl.ctu,.e. and
show thickness of aqutters and the land and natuTe of the material in each
stTatum penetrated. with at Least one entry for each change of formation.
MATERIAL
-I FROM I TO
I 0 : "E;
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· 6" \ *,0
ILIa I Cla-_
I~~
II :
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ft.
tofso,C-. ..
~O, GUAVrt, Cu\V, l?o\l~
~ I GIlA!>- f ClJ\ ~, ~.' .\fJfii:t
Sff{V. 6lQJ\\fi;L I W~
1
in.
ft.
ft.
ft.
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..... '- -
, -, ,
un.. ~ ~~ .,.
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Work startect/O._ . _LQ__.._ .19.1. completed.ll.........Ll. . . :, ~
WELL DRILLER'S STATEMENT-
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME..mQ'M.~.......Q.UM.f...m.i....DJ4LUtJ~.m..............
(Person, firm, Or corporation) (Type Or print)
::~~~~1rt:;;~~~~~~-:
(Well Driller)
License No.....(2l:f.Q........................ Date..!!...~...~.m......, lIB
ECY 05C>-1-20
(USE ADDITIONAL SHEETS IF NECESSARY)
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File Origmal and First Copy with
Department of Ecolo!;'y
Second Copy - Owner's Copy
Thtrd COpy - Driller's Copy
,"'-"
WATER \VELL REPORT
AlJplH.:atlon No
LJ
(1) OWNER. Name.......Ch<:l,:rJe$ l'lamar.ci
(2) LOCATION OF WELL. County
STATE OF WASHINGTON Permit No
Address.JO?~,5 Old M:c.I<:~:r1.l:1a Rd~ Yelm, Wa. 98597
Thurstan.
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Beuring and distance from section or subdivi~ion corner
(3) PROPOSED USE.
DomestIc [X Industrial 0
Irrigation 0 Test Well iJ
~urucipal LJ
Other [J
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(4) TYPE OF WORK. ~;'~~~~ ~~:nb~~e~i well
New well Xl Method
Deepened 0
Reconditioned 0
1
Bored 0
Driven 0
Jetted 0
Dug C
Cable 0
Rotary Xl
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(5) DIMENSIONS.
Drilled. ..h.. ... .lQ.8... h.. ....ft.
DIameter of well .6.... .... inches.
Depth of completed well... ....108. ............ft.
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(6) CONSTRUCTION DETAILS:
Casing installed. 6 ...... Diam. from
Threaded 0 Dlam. from
Welded Ill! Diam. from
.0..... ft. to
ft. to
ft. to
.~O.8ft.
ft.
ft.
II
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Perforations: Yes 0 No ~
Type of perforator used............................
SIZE of perforations
perforations from
perforations from
..................... perforations from
In. by
ft. to
ft. to
ft. to
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Screens: Yes 0 No QS:
Manufacturer's N ame............_............................................................................
Type........................................_._...................... Model No.._.....____................
Diam. Slot size ._.......... from ft. to ft.
Dlam. Slot size ._.......... from ft. to ._n.... ft.
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Gravel packed: Yes 0 No ~ Size of gravel
Gravel placed from ._....._......................... ft. to
f'
Surface seal: Yes ~ No ~ To what depth? .:1,.~L..... it.
Material used in seal............~P.-.t.9.~?J.~~...................... .................n........
Did any strata contam unusable water? Yes 0 No :&l
Type at water?................n................. Depth of strata................................
Method ot sealing strata off............................................................................
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(7) PUMP: ManUfacturer's Name.._...._.I'J.Qp,g.e.~_.........._..__....................
Type ._.....A.1012.C.___.............._._n................... H.P ........!1...........
(8) WATER LEVELS: ~~;s~:.;es:ier:;~~ nn...._..........tt.
Static level 2.9................._nit. below top of well Date.......7.::.3Q.:::.8.4..
Artesian pressure _...._.._........_.........lbs. per square inch Date....................._.........
Artesian water is controlled by._....._..........................................................
(Cap. valve, etc.)
n
I
U
n
~
(9) WELL TESTS:
Drawdown is amount water level is
lowered below static level
No~ If yes, by whom?
ft. drawdown after
f')
U
Was a pump test made? Yes 0
Yield gaL/min. with
n
I
Li
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time Wate~_~~~.~.I..~.i.~.~..... Water..~:~.~.I..I....~~=~..m Water Level
I
n
"1"-........--.---
,
.t.......~n......
u
NEd,':, .NEd.... ,4 See ..29
T17..!'i R2E. "dW.M
(10) WELL LOG
Formation DesC'nbe bu color character stze OJ m.C!terial and stnLctuTe and
show thickness oj aqu{fers and. the kind and natU'Te of the materiaL in each
stratum -penetrated, WIth at Least one entry for each change of formation
MATERIAL
! FROM I TO
.____-Ud.__~L
: 9 55
55 95
_too 95 ._~-.105
.__.....105 _ _108
I
....Top.s.oil __.___
. H""'''p.::m .::m" hcml "pr~
Comp;;l('L.sa.n.d... .::mil Er::lvpl__...
Sapo .::md_gnnTP1
l.a rge gra"e 1
--- -'--'---'
, I
. !
i.-
!
in.
ft.
ft.
ft.
-!-
I
I
I
ft.
I
I
1- I _
t--t--~
J_-----1 __
I I
.-.- ----.--r----.j--- .-.
-=--=!~~~-=
--. - ! .-.---!
.------;----.r--.---
-1-_ ;._
--L_ ___L._
I
,
I
=--:;
I
I
Work started.........:z.:::.2.5.....
I
1=-
I
i =-l~
m.:z.~.3..O'............. 19..n....8~
. 19.._8.4. Completed.....
hrs.
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME.......R.~.~h~.~.g.~.qg...w.~.n....p..~~.bJJnK..~_~.~.....
(Person. firm, or corporation) (Type or print)
Address.......__.F....Q......B.Q~...~.4!iVm:+.~.c::Q~-'....W.~.~....9..i?~~.~............
r'
U
Date ot test ....................hm.....................
Bailer test.......10......gal./min. with.......15........ft. drawdown after.........1........hrs.
Artesian flow ........._........_....._._..................g .p.m. Date..._.......7.::'}.Q::.~~.......__...._..
Temperature of water..__.......... Was a chemical analYSIS made? Yes 0 No ~ License No.............O.4.1.9...................... Date....lO'::.J.9................., 19 ~.4
ll.
ECY 050-1.20
(USE ADDITIONAL SHEETS IF NECESSARY)
~3
l.J
(1
LJ
AkJPliCation No.
... ..0;; V~.L,,".L"H..U ......'-4... .;;... ......vt-',) ...........
Department of Ecology
Second COpy - Owner's Copy
Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
n
U
(1) OWNER. Name....
(2) LOCATION OF
R..2..tJ.W.M.
BearJ.ng and distance from section or subdivision corner
{I
LJ
(3) PROPOSED USE.
Domestic ~ Industrial 0
Irrigation 0 Test Well 0
~Iunicipal []
Other 0
n
U
(4) TYPE OF WORK. ~t'~~r~ ~i:~b;~e~f well
New well ~ Method
Deepened 0
Reconditioned 0
Bored 0
Driven 0
Jetted 0
Dug 0
Cable ~
Rotary 0
n
U
(5) DIMENSIONS.
Drilled........9:~..............ft.
Diameter of well .f{............. inches.
Depth of completed well.......9#-...............tt.
f'
LJ
(6) CONSTRUCTION DETAILS:
Casing installed: Diam. from
._ !t.
._......... ft.
.<j.-4I~.. ft.
ft. to
........... ft. to
52..._ ft. to
Threaded 0
Welded ~
Dlam. from
.%..._ D1am. from
n
l.J
Perforations: Yes 0 No Jlf
Type of perforator used....._..........._......................................_.._............._..
SIZE of perforations .........__._......._..... in. by _.................._.......... in.
.__.._......... perloratlons from ...._....._.......... ft. to .........._............ ft.
._._.._........ perforations from ..__......_.......... ft. to ........___....... ft.
.____..._.. perforations from ....._................. ft. to ............_.._...... it.
r
LJ
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LJ
Screens: Yes 0 No ~
ManUfacturer's Name..._...__...____.._......_.................._._..._.___......
Type_.__..__..._________...... Model No...........________......
Dtam. _..____ Slot size ..._.._..... from ft. to ._.._.. ft.
Diam. ._..__...... Slot size ....._.__ from ._...._.._ ft. to ._.__ ft.
n
I
I
U
Gravel packed: Yes 0 No ~ Size of gravel. .__._.._.._.....
Gravel placed tram ___....._......... ft. to ._..__._._......_.__._ it.
Surf:~;:a:;~!seaL~~~_~_.~:
Did any strata contaln unusable water? Yes 0 No 0
Type at water?_______ Depth of strata....____._...___.
Method of sealing strata off_..___.___....__._.._._.___.__...__
(1) ~,~. :';;'~~HPL
(8) WATER LEVELS: Land-surface elevation
.,(' / ' above mean sea level. ._.__--ft.
Static level ~____......tt. below top at well Date&J:.-=/..fI=:.L~
Artesian pressure Tbs. per square inch Date........_....__.
Azteslan water is controlled by_..______._...___._.__......
(CaP. valve. etc.l
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(I
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r
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LJ
n
l..J
(9) WELL TESTS:
Drawdown is amount water level Is
lowered below static level
No1il.. If yes. by whom? .___........................
ft. drawdown after hrs.
n
I
U
Was a pump test made? Yes 0
Yield: galJrnin. with
n
,
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
..~~=~__. _.=~:=-z:~.~.I...~.~~.~..... wate~_~:~.~~.. !....~~=~__. ..::~~~_::~..
.r.............. r..............
,
..-----------...,.--.........---- .,.-.-...-.--.-... -...------...........-..
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n
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Date of test ___._.m_....._.____m.._........._m..
Baner test.4L_.gal./min. with_..?........tt. drawdown ai.ter.....~....._:hrs.
Artesian f1ow__.._....__........_..g.p.m. Date~:::..L!J.=-Zl'-......_......
Temperature of water__......_.. Was a chemical analysis made? Yes 0 No j2(
n
U
...~m......
(10) WELL LOG'
Formation Describe by coLor cnaTacteT size of materiaL and structure. and
show thickness of aquifers and the kind and nature of the materia! in each
stratum penetrated. wtth at Least one entry for each change of formation.
MATERIAL
~~;;
42d<Y4r~,,~h~
.7
i FROM
TO
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'..
,dZ
!':;o
..0-/
;J 5:_
:g/)
i
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~1r~71?/
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I
9-'1
i I
Work started.J!2=..!i . 19Z~ comPletetU5!.~~__... 19Z-1!
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME.fl~..:)..Ti..jy....I2B..!...k.?..!.A!.. f....r!..'!...~...
(Person. firm, Or corpora) (TYPl'~t)
Address...LZ.IP...d...f:....._~;;t....... . .........Lb.....--:~
[5;gnod] ~.. (WoU Drlllo,j .........................................
License No...C2../:2...;Z................ Date.5..-:::...1.................. 19.21
S. F No. 13S~S-(Rev 4-71)
(USE ADDITIONAL SHEETS IF NECESSARY)
~~
n,
LJ
n
u
File Original and ~'irsl Copy with
Department of Ecolo'fY
Second Copy - Owner's Copy
Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
~./..-r-'I' j -+ -r "I..- ..5 C; --'-Adaress.... / 7 t.
?ernut No
n
LJ
(1) OWNER. Name.. -;r;;;'L-
/-<..
- 5~,.~ N...f.:...I,. Sec..4.i'.. T./Z ..~ R l...e.w.~;
(2) LOCATION OF WELL. County 7L:........::.:...ca.~........_.......
I;' ?e~nng and distance from section or subdivisIon corner
A ppllcatJ 0" No
./ ....f!.~-::::..:L........ ~~
S-e
u
(3) PROPOSED USE. Domestic ~IndustTlal [] :-.1uniclpalO
Irngation [J Test Well [] Other []
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(4)
TYPE OF WORK. ~~~~r" nU;:;'b~~eO,f well
New well ~ Method Dug C Bored 0
Deepened 0 Cable C Driven C
Reconditioned 0 Rotary V Jetted 0
11
LJ
(5) DIMENSIONS. Diameter of well mches.
Drllled................................... Depth of cc:.mpleted well.. ..n.....................t:.
c
(6) CONSTRUCTION DETAILS:
Casing installed: {
-1-(
it. to
ft. to
it. to
t...6...L ft.
it.
ft.
Diam. from
Dlam. from
Dlam. tram
n
I
U
Threaded q ~
Welded I:Y'
NO~
n
Li
Perforations: Yes 0
Type of perforator usee............................ ......................................................
SIZE of perforations ._................ tn. by m.
pertorations tram ft. to ft.
pertorations tram it. to it.
._.............. perforations from ....................... ft. to ft.
NO~-
(!
I
LJ
Screens: Yes C
ManUfacturer's Name...._........_............_................_._..__..._......_..._......._....
Type........-............-.-.-............................_........ Model No__....______..........
Diam. ._ Slot size ._......... from ft. to ._. ft.
Diam. .... Slot SlZe ._. from ._...... tt. to ._ ft.
Gravel packed: Yes 0 No ~ize of gravel
Gravel placed from ._................................ tt. to ._........._.m............... ft.
Surf:ca~e~:a~~~: ~~.~.~Q~;.~~.~.~~~~~..~::::::::~:::::~::::..~:
Did any strata contain unusable water? Yes 0 No
Type of water? ._..........._......... Depth of strata........_.._.._.._.........
Method of sealing strata off_...._._........m........_...._.._._.m.._.._.................
11
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f1
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n
: I
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(7) PUMP: Manufacturer's Name.._........................................._....._..........._......
Type .-...-........-......._.._.._._.....__..._..._..._.............. H.P ..............._...._.
fI
LJ
(8) WATER LEVELS: Land-surface elevation
above mean sea level. i7......-.tt.
Static level .L.t2E......__.....__.tt. below top ot well Date......~......~.?__
Artesian pressure .............._..........._lbs. per square inch Date...._.._.._.............._..
Artesian water is controlled by......__..__......____...._.__......._........_....
(Cap. valve. etc:.)
n
i
LJ
(9) WELL TESTS.
Drawdown Is amount water level Is
lowered below statIc: level
No 0 It yes. by whom?
ft. drawdown after
n
U
Was a pump test made? Yes 0
Yield gal./min. with
fI
LJ
n
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time Water Level I Time Water Level I Time
..._-.....-_.... -..__..._____..j..__...____n....
Water Level
u
~:::s~~nt.'f.q...ugal./rrun. with_...n.............ft. orawdown atter......2..........hrs.
Artesian flow ._..............................g.p.In. Date.m.............._........_....._....____n
Temperature of water Was a chemical analysis made? Yes 0 No 0
n
LJ
(10) WELL LOG:
Formation Describe o'P COiOT cnaracteT StZC Of matenal and !.tTtLcture. and
snow thickneS8 of aQuIfeTs and the ktnd n:td na.tuTe vJ th.e -:narer<nl tn each
stratum penetrated. WIth at least one eTll:ry JOT each r'Jutnqe of Jormation.
MATERIAL " FROM TO
~u IX~-
H.....,,.J to -1 AJ
(?~. " lei J " 5"
c; I~
I?.. i" c
'i'"o_~d
. t Co I l. $ h.
i 12.5 / (.. ~ h
^ 6-",.........L
I-I..g" tl ,<74 -.
6~ u., ~ _ ____7:,,,
J
a:
""
:v
::l;
-::-
~
~
::;:,
~
,.....,
- ...-:
:z -
>.
-1
-.J
_.::J
-,
hrs.
I I
Work startecL...---4--. 19~..7. comPletecl...._....iL........~.... 19.?:.2
/
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best at my knowledge and belief.
NAME....CA.~kL{...J..m../2L1.t..t....'_~n...........Ct;;........:
(Penon. Ilrm. Or corporatIon) J (.Type or pnnt)
Address......2.LL5......L~.!........~.~...$'.~......If!.c...~.~..~.?:.~....
~ ---
[Signed] ~...........~e;.:;.........................n..............
I License No.........C2.IL..L................ Date......s:L..~............. 19c;"../
n
E:'Y Q5(rl 2:'
(uSE ADDITIONAL SHEETS IF NECESSARY)
~3
LJ
n
u
r
u
File Ori.:maJ and First Copy with
Department of Ecology
Second Copy - Owner's Copy
Third COpy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
Applicatlon 1'Jo.
n
\
U
(1) OWNER. Name.......Elmex:.Frgt.t.e
(2) .LOCATION OF WELL. coun. t~.f}-..........
SIi( 1J~~H
Beanng and distance from section or subdlV :fon" Corne
Address.....P.Q......BQx....3.8.7....Yelm, ....Wa .L.9 85.9.7.. ............................
.NW....,. HE......',:' Sec.'h.2.9.. T .1.7......N R..2E....W.M
License No........9AJ.9........................... Date.......P::.!.~.....m.h..' 19........ 86
J1.rc#N Iv. ~ '.
(USE ADDITIONAL SHEETS IF NECESSr:!-rar
(3) PROPOSED USE.
Domestic W Industrial 0
Irrigation 0 Test Well 0
Municipal 0
Other 0
r
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(4) TYPE OF WORK. (;r~e~r~ ~~O~~e~f well
New well rn: Method
Deepened 0
Reconditioned 0
.1...............
Bored 0
Driven 0
.Jetted 0
n
U
Dug 0
Cable 0
Rotary ~
n
I ,
U
(5) DIMENSIONS'
Drilled. ...13.8...............ft.
Diameter of well .n....... inches.
Depth of completed welL........~3.8............tt.
(6) CONSTRUCTION DETAILS.
Casing installed. Q.... Diam. from
Threaded 0 Diam. from
Welded DC Diam. trom
.0....... ft. to
ft. to
ft. to
~3.8... ft.
............. ft.
ft.
n
LJ
[I
LJ
Perforations: Yes 0 No 181
Type of perforator used...........................;...................................................
SIZE of perforations ._......._................. in. by in.
perforations from ft. to ._...... ft.
perforations from __.................... ft. to ......... ft.
perforations from ._................... ft. to ....._..._......... ft.
111
I
U
Screens: Yes 0 No f:9
ManUfacturer's Name..........___._.__._........__....._..______._....
Type.-.....------....--....-.-.--......_ Model No_..___....
Diam. ._...___ Slot size ._.......... trom _...........h. ft. to _........__ ft.
Dlam. ._.......... Slot size ._...... from ...._.._.. tt. to ."_.'__ ft.
n
~
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Gravel packed: Yes 0 No c;: Size ot gravel. ...._........__....
Gr..vel placed tram ._............................... tt. to ._........._.__...._.. ft.
n
LJ
Surface seal: Yes 181 No 0 To what depth? _.._..........._.18 ft.
Material used in seal........B.eJltQni.t.e..........._............____..___.
Did any strata contain unusable water? Yes 0 No ~
Type of water?___............._.._.._...... Depth of strata....._...___._._.....
Method ot sealing strata off......__...........___......._...._........._...._...._.....
[',
LJ
(7) PUMP: ManUfacturer's Name...J.a!;1.J.zz.i_..B.r.Q.S.a.._._m._.__._..
Type ._B.l.sA1.8.__.._.._._.._._.__................. H.P _...._...1......._..
n
lJ
(8) WATER LEVELS. ~~.;s~e::;e ,,::,el:;~~ ._....___._......ft.
Static level .~.1.._._..__.._..ft. below top of well Date......7=..9.=.8_Q.._
Artesian pressure ._.._..._.........._.Jbs. per square inch Date...........__....._.......
Artesian water is controlled by ._____..__.._..._._....._....__.._._.......
(Cap, valve. etc.)
c
(9) WELL TESTS:
Drawdown is amount water level is
lowered below static level
No l2I: 11 yes, by whom? ._...h...........................
ft. drawdown after hrs.
Was a pump test made? Yes 0
Yield gal./min. with
II
: ,
, I
U
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time Water .~=~.l--!...~.i.~.~..... Water ~:.~:..L..~~=~..... Water Level
. i
Tuu...........
I
n
I
u
n
, ,
[j
Date of test
Bailer test......1.5.........gal./mm. Wlth......6.Q......_tt. drawdown atter_._1.....-h.rs.
Arte5lan flow ._...._.._._......._...... ......_g.p.m. Date...._.z.:::.9..::.~_9_._..___......
Temperature of water_...._.._... Was a chemIcal analysIs made? Yes 0 No IX
1',
G E'("V 050.-'-20
(10) WELL LOG:
Formation Describe by color character size of material and stnLcture, and
show thickness of aquifers and the kind and nature of the material in each
stratum penetrated, with at least one entry for each change of tormatlon.
MATERIAL
.1 FROM
10
In
114
hn1l1 i1b,.~
__.j...3 ') 7 Q
~~~r~geLln_~Q5
u-i...1O 1. I 11 ')
w,tor I J" '138_
TO
I (H'>~P ...sand..and....gr.roz:eL-.
Boulden
CQmenteo sand ~nn gr~vel--
Compact sand ~~d gravp) with
LOOSQ sand and gravel
Loose 8:lnd and gravel with
Cl.:lybound sand :lnd gravel
Loose s3:nd :lnd gra"81 11"i th
I 6
14
24
.2iL.35
~.
co
~~I :
;~ ~~r;E=
;- ~ ~f '--
~~ - ,.n .1--
E 1. ;---::.::
~ !
i~
-
-
I
-r--
I
Work KtartecL.... 7 - J.... .
I
. 19 .. ~.6ComPleted...._.?.::.~.. ......_......, 19=.._~?
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME..B.i.c.ha.J;gl?Qg...w.'?,.u....Q!.!-.n~P.-g...~.~.!..................................
(Person. firm, or a1rporation) (Type or priDt)
Address.....f...Q......~.Qtf...~~~.?:.L.l?~!?~.%...~~.~....?~.~.~~.................
[Sign~~~............................
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11
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Fi~e Orig & Fi=st Copy - Dept OI Ecology
Second Copy - Owner ~hi=ci Copy - Driller
WATER WELL REPORT
State of Washington
Start Card No W 046436
Unique Well ID 1
Water Right Permit No
11 )
,2 )
OWNER: Name STEWART CONSTRUCTION
:OCATION OF WELL County THURSTON
Address 13201 MORRIS RD YELM WA 98597
Page oi
NW 1/, NE 1/4 Sec 29 T 17 N R
(2a) STREET ADDRESS OF h~~ (or nearest address) 17117 52 l03RD ST YELM WA 98597
13) PROPOSED USE DOMESTIC
(~) Type of work NEW WELL
Method.: ROTAR:O
(5) DIaENSIONS Diameter of we~l 6
Drilled 140
feet
Depth of ccm81eted well 140
(10) h~LL LOG or DECOMMISSIONING PROCEDURE DESCRIPTION
inches
(6) CONSTRUCTION DETAILS
Casing instld
Diam ==cm
to 134
ft
ft
it
Mate.=ial
SAND
GRAVEL, SAND,SILT,COBBLES (COMPACT)
"OULDER
GRAVEL, SAND, SILT, COBBLES (COMPACT)
CLAY, GRAVEL, SAND A LITTLE WATER
GRAVEL SAND, CLAY BINDER (TIGHT)
GRAVEL, SAND, CLAY SINDER WATER
GRAVEL, SAND, CLAY
I
I
in I
in. I
in I
in. I
1
I
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ft I
ft I
I
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ft I
:::~
.
-~
I
F::-om. 1 To
I
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I 48
48 I 50
SO I 80
80 I 100
100 I 125
125 I 134
I 134 I 140
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-C,
~
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WELL CONSTRUCTOR CERTIFICATION
I constructed and/or accept responsibility for construction
this well, and ita compliance with all Washington well const
r~ction standards Materials used and the information report
above are true to my best knowledge and belief.
Name RICHARDSON WELL DRILLING
Address POBox 44427 ~acema WA 98444
/! //C:. /
(Signed) '{.-rJ/Z .',/ C:: L Lic No 1547
(Well Drille /
Contractor's Registration No 3210B Date 04/071
Based on form EeL 050-1-20 (2/93)##f-1329- by Speed Systems Co
ft
.:.
<...-)
Work Started 07/25/94
Completed 07/25/94
welded
Diam from
Diam. f=om
x
f"t t.o
ft to
Liner
Threaded
Perforations Yes
No X
Type of perforator used
Size of perfora~ionB
perforations from
periorations from
perforations from
i:1 by
ft to
ft to
ft. to
Screens; Yes
No X
Manufac~urer'g Name
Type
Diam
Diam
Model No
ft. to
ft to
Slot size
Slot si=e
::rom
from
Gravel packed Yes
Gravel placed from
No X Size of gravel
ft to
I
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,
[
I
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ft I
Date 07/25/94 I
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hrsl
hrsl
hrsj
I
Wtr Lvl.1
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Surface seal Yes X No To what depth, 18
Material used in seal BENTONITE
Did any strata contain unusable water? Yes
T7pe of water,
Method of sealing strata off
De?th of strata
(7)
Pl1MP
Type
Manufacturer B Name JACUZZI
Sl1BMJiilUlIBLE
H.P
(8)
WATER LEVELS
Surface elev above mean sea level
Static level 40 ft~ below top of we~~
Artesian pressure Ibs per sq in.
Artesian pres8ure is controlled by
Date
(9)
Pump test made, ___
gal lmin. with
gal lmin. with
gal lmin. with
drawdown af-:er
WELL TESTS
Yield 0
Yield
Yield 0
Recovery data
By whom,
ft
drawdown after
ft
ft
drawdown after
Time
LvI
Wtr
Time
Wtr
LvI
Time
Date of test
Bailer test 0
Air-est 15
Artesian flow 0
gal/min with ft drawdown after
gal/min with stem set at 130 ft for 1
gal/min Date
Was chemical analysis made, NO
Temperature of water
No X
3 75
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--- ---------------------------------------------------------
h ~-~ -~: 0 110/95
,... ~- u .,.. ~,- : -:
.-..... ::".J:,c -:
~ ;'..M':'
RICHARDSDN
ll~: "'I~' :'"
i'll:....... ;,;1-:......_..'...;
NO
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~ ~'''IIi'H1f':''';", ~''';=
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"-~........ .........__ "" .......fj...J.~ ...."'L,.,j.&. ,Jt\.l
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Se....ord C~;: - Own(;r 5 COp
Third Co;::' - Driller's Copy
Start Card # W 046436
PcrmH No .-...-..........
ST ATE OF W ASlll..:" [" 1'01\
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(1) OWNER. ~ame.......E.9..W.~.Il.ci.~..<?!;........_.../..i:a: L-,.;-~C.d.-.._ ........
(2) LOCATION OF WELL. County .Thurs..t.O'll...._..................
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Address
13201 Morris Rd Yelm, wA
9851~7
_ .NW...l.~ t:iE.....I,. sec~q
T l.I....N R..fE.._.w 1>1.
Municlpal CJ
Beo.~..lng and distance from set:tion or subd!\'15io~1 corner
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(3) PROPOSED USE.
Domestic:ts; Industrial 0
Irrigation 0 Test WeU 0
Oth,,"
u
(4) TYPE OF WORK. ~t~;';';r~ ~~~~~e~f weli
l'ew well XX Method
Deepened 0
Reeonditicned 0
B )reO CJ
Driven 0
Jetted 0
r<
Dug 0
Cable 0
Rotary 0
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(5) DIMENSION'S.
Drill ed....14'O'.._.. ....... .,. .it.
DIameter of well 6 ........... lnches.
Depth of completed well......1)~............_...tt
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(6) CONSTRUCTION DETAILS.
Casing installed. 6 Dlam. from ._.~_...... it. to
134
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Threaded 0
Welded 13
Diam. from
Plam. from
._....... it. to
._..._..... ft. to
Ii
Perforations: Yes 0 No)Q::
T)'pe ot penorator used..........._..._............._.__........__.............._.__......-
SIZE of perforatlons ___._...___._ In. by _...._.._........._....._. ir..
._......... perforations from _._._...__....._.. ft. to ft.
._....__ perforations from _...__._..._. ft. to ._........_. ft.
._..._.. perforations from ._..._.._.___ ft. to ._......__...._.... ft.
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Screens: Yes 0 Nolf
Y..anutact~r'5 Name_..__.....___.....__.._._............._.......................
Type._......___......____..._._.__....._.._.... Mode. No.........._
Diam. ......_.... Slot xl.e from ............... it. to H.
Dlam. ._..... Slot size ._. 1rom it. to f.
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Gravel packed. Yes 0 No f5 Slu of ,;ravel
Gravel placed from ._..................__._ U. to
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Surface seal: Yes:f9 Xo 0 To what derh? _.....1.8............. !t.
Material used In se:;.I....._J?~P...t.9!!.tt.~....~....~y..............._...........
Did any ~trata contain \Onu.s:;.ble water? Yes 0 Koig::
Type of water? ._................_......_. Depth of strata................................
Method of sealing strata off.............-...._.._................................._.........
n (7) PUMP: ManUfacturer s Name....._......_...._.__._._..._........._....
LJ 'rj-pe: -..-..-.....-....-..............-......--....--..-...-.... H.P .-.......-......
11
Land-surface elevation
aoove mean sea level. .7...2.S....g-r:ft.
SIalic level _.....4Q............._..........__..ft. below top ct well Date.......:........:::~..:~.....
Artesian pressure .__..__..._..._.....Jbx. per square inch Date................................
Artesian water ts controlled by ___._..._........_.__._.-...-.....
(Cap. valve, etc.)
(8) WATER LEVELS
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(9) WELL TESTS:
Drawdown is amown water level Is
lowered be:Ow static level
N~ If yes. by wbom?
ft. drawdown after
""as a pump test made? Yes D
field Il'al./Jnin. Wit.'l
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~coven' datil (tUne taken as zero when pwnp turned off) (watcr levcl
, measured from well. top to water level)
'IT1me Water Level I Time Watt'.. LAud I Time W~!I!T Le"..L
i............ .---.... ................ .-....................-... ........................
t... ..,._.........._...... .+.........u....
I I
1, Dale of ten _....m..A~'.i.~!~i:E....._.............. .................
~ler test....l.5..........gal./nun. wlth...._........._.tt. drawdown attu......1...........hrs.
~eslan ficw._._...__..__..._.__......... -Il' .p.m. Date._._.......~._:......__...-,-......_..
!mperature of water....__._..... Was a ~emj,c:al analysls made? Yes 0 No ~
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(10\ WELL LOG'
~.
'-'
Form;a:cn Describe btJ COlOT character st::r 01 rncrer.cI and stTU.ctU:'~, and
show th~:btess of aqu\tel's ar..d the klnd a:nd ,t.c.tu:r~ oj the 17tat~T1c! in E~ch
StTatHn~ penetrated, with. at least one entq/ jor €.:lcr:. change 01 tonnatlOn.
MATERIAL
TO
ft.
ft.
it.
n 'i..
" 48
48 5..0
, <; i It, ('0 h hIp ". . .5D....---r- _8.0.
,,~~rt, littlp w~tPT i Rn I ~O
c l;j j' b j ~ de r i w.o_1-- J.l5
c31y bindsr~~-25 i -1-J.4
cl.J.Y : 134 I 140
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Sand .._..___._
9tavel, sand., silt. cobbles
~lde r
-Gr:.aY..e.l. , <: ,q n cJ
rl~T, gr;wpl,
Gravel, sar>d,
cr3.vs 1, ".:n~d,
-trra-vcl, :::.J.nd,
~
:
RIJ i: 6 761:}o I
~---
ft
.--~---,- --
i_-
Work started..9:1L?: ~_............... 19.9..~.... comPleted..QIa:?..........-..... 19...9..l.I
hrs.
WELL DRILLER'S STATEMENT
ThIs wdl was drilled under my jurisdiction and this report i.6
true to tne best 01 my knowledge and belief.
NAME.. R~.~h~E~.~~n....~~J ~....P.EU.Utt.K..
(Person. fi~m. or corporaticr.J (Type or print)
c PO ,Box 444-27 T.acoma, WK 98444
Add re_s...... .... ....... .......... ...._........ ................. ............. ................ ... ..... ....-........
[Sigr.,;'j]
i J .-
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(Well Driller)
License No....J..2.~?................
-7.::/.!,.f::...L...., 19.:9..:1
Date...
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iF So. 7356-0S-(Rev 4-711
<USE ADDITWN".L SHEnS IF ~"ECESSARY)
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YES
":;e ~ ,::cQ ", ;c~, BENTONITE CLAY
Q~d an~ strata rnnt~l ~nus~ J3~2
ir:....
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NDER S,~ND
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==========================;::==:============================================-=
!nst:
~[L~ T::rs. J7~wdu~n l~ a~ount Jdter
tati :?vel
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ir teet 30
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a~jc~"
32
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.-.- ;.
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Water Le'/el
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W 0585iO
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1..1:.;:. WH I =.~,
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.:. =. ;_!~jC ~;,...2 loil th a..1
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0/28/94 ',;u~ ::~ =: 10/31/94
------------- ---------------------------- -----
------------- ----------------------------------
~jO!NleG;2 ,:,;... ..:2.....2
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NAME RICHARDSON ~ELL DRILLING
,,,., .'1
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~; d.:'- ."
~~DP;::~2 ?O~B '4427~1 WA )J444
: 'cr.." . V~.A. ----
0''; """ _L _ __~""'...........-. -= ==
,- -....... - .!..
Ii ~. - ::.'
RICHAWf32105
J r'-
1547
,-, I
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~ATER
'i E L "
UPJRT
~tart Card No V058799
Un1que wel I Dt ABY031
iater Rlgh PermIt No
STATE OF WASHINGTON
====================================================================================================== ===========================
( I OVNER Naae CHAKBERS, JOHN Address 1103 YELK AVENUE WEST YELK. iA 98597-
==================================================================================================================================
(2) LOCATION OF WELL County THURSTON - BE 1/4 HE 1/4 See 29 T 17 N ,R 2E WK
(2a) STREET ADDRESS OF WELL (or nearest address) 10424 OLD KCKERHA ROAD.
==================================================================================================================================
(./ PROPOSED USE DOHESTIC (101 WELL LOG
================================================================= ----------------------------------------------------------------
1,4) TYPE OF ~ORK Owner's NUlber of well Fonation Describe bv color, character, size of matenal
(If more than onel and structure. and sholl thickness of aquifers and the kind
NEV WELL Kethod ROTARY and nature of the material in each stratum penetrated, with
================================================================= at least one entry for each change in forlation
Diaaeter of well 6 inches
Depth of completed well 106 ft
is) DIMENSIONS
Drilled 120
ft
=================================================================
(6t CORSTRUCTION DETAILS
Casing installed 6
VELDED
. Dia frol +1 ft to 106 ft
. Dia frol ft to ft
. Dia fm ft to ft I
Perf~;~~i~~;--KO---------------------------------------------1
Type of perforator used
SIZE of perforations 1n by In.
perforations frol ft to ft
perforations frol ft to ft
perforations frol ft. to it
Screens NO
Manufacturer's Nale
Type
DIal slot size
Dial slot size
Kodel No
frol
frol
ft to
ft to
ft
ft
Gravel packed 10 Size of aravel
Gravel placed frol ft to ft
----------------------------------------------------------
Surface seal YES To what depth? 18 it
Katerial used in seal BEITORITE CLAY
Did any strata contain unusable water? RO
Type or water? Depth of strata ft.
Kethod of sealing strata off H/A
KATERIAL
BROVI GRAY GRAVEL
VI BOULDERS & COBBLES
BROVR GRAVEL COBBLES
BROVR SILTY GRAVEL& COBBLES
BROVR GRAVEL& COBBLES
BOULDER
COHGLOKERATE GRAVEL& COBBLES
BROil SILTY ROCKS
BROil SILT SOKE GRAVEL
TIGHT BROVI SAIDY GRAVEL
CLEAR TIGHT ARGULAR GRAVEL
TIGHT ARGULAR GRAVEL SILTY
FROK
o
o
25
34
41
52
55
61
65
72
95
108
TO
25
25
34
41
52
55
61
65
72
95
108
120
====================2.~=======Z====Z============================= ~~ ~
(7) PUKP Manufacturer's Hale ~~ (]I :=aa
(8i:iArii.LiviLS.........!!~;.~~;d:;~;f;~:z:i:;~~i~;~....z..:.:.. ~~ ~ ~
above lean sea level ft. ~ -- , rn
Static level 56 ft below top of well Date 07/14/95 ~::: - _
Artesian Pressure lbs. per square inch Date _ _ <
Artesian water controlled by IIA ~~ ~ 25
Vork started 06/30/95 ~plet~07/14
================:_:====_==2======================================2=================Z.===============~Z===~~Z=== _z=========
(9) VELL TESTS: Drawdown is alount water level is lowered below WELL COlSTRUCTOR CERTIYICATIOR: --~ CJ\
static level I constructed and/or accept respO"nsibility for con-
Vas a pUlp test made? RO If yes, hy who.? struction of this well. and its cOlpliance with all
Yield: gal./lin with ft. drawdown after hrs. Washington well construction standards Katerials used
and the inforlation reported above are true to IY best
knowledge and belief
Recovery data
Tile Water Level
Tile
Water Level
Tiae
iater Level
Date of test I /
Bailer test galllin ft drawdown after
Air test 8 gal/min w/ stel set at 106 ft for 1
Artesian flow g.p.l. Date
Telperature of water Was a chelical analysis lade? HO
hrs
hrs
lAKE OELIE DRILLIRG, IRe.
(Person. firl, or corporation) (Type or print)
ADDRESS 4312-166 ~ K. SUKI!R,IA
[SIGRED] ~!/1/~ License No 837 K HCKERBA
Contractor's
Registration Ro. OELIEDI 136QC
==:===:=:=:=======~============:===::=:==========:================================================================================
Date 07/27/95
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F (C OrlC"lIi<ll C)nd First Cony with
D('p~rtment of Ecolog'y .
Second Copy - Owner's Copy
Third Cop v - Dnller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
ApplicatIon No
(1) OWNER. Name. .....4.-J.1
(2) LOCATION OF WELL.
1.J.O.tJ....S.:E... ..J.m..<1$f/i..
-N.f;,..l,. $E....\. Sec?'i. . T.1.Z..N RZ:E.W.M.
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Be;-inng and distance from section or subdivi~ton corne'"
(;;) PROPOSED USE.
Domestic R' Industrial 0
Irrigation 0 Test Well 0
Municipal []
Other 0
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,
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(4) TYPE OF WORK. (..;~::.:'~r~ ~~~b~~e~f well
New well C1l\ Method Dug 0
Deepened [j Cable 0
Reconditioned 0 Rotary OK
Bored 0
Driven 0
Jetted 0
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(5) DIMENSIONS:
Drilled.. ..9..U1..............ft.
Diameter of well .0."(......... inches.
Depth of completed well...'1..\R.................._.ft.
II
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(6) CONSTRUCTION DETAILS:
Casing installed. .~...... mam. from
CJ..~... ft.
.f- I..
ft. to
ft. to
ft. to
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Threaded 0
Welded ~
Diam. from
Diam. from
Perforations: Yes 0 No.Rl
Type of perforator used..............................
SIZE of perforations
perforations from
pertorations from
perforations from
f1
In. by
ft. to
ft.
ft.
._................. ft.
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ft. to
fl. to
[
Screens: Yes 0 No~
ManUfacturer's Name..................._............................._...........................__.....
Type.............__._..._......................._._.._...... Model No__....____............
Diam. ._.._..m'.' Slot size from ft. to ft.
Dlam. ._........._.. Slot size ._...... tram tt. to ._............ ft.
[
n
Gravel packed: Yes 0
Gravel placed from
No ~ Size of gravel
........_..........._..... ft. to
u
Surface seal: YespiQ No 0 To what depth? Lf2........_...... ft.
Material used in seal...~................_.............._......__..........
Did any strata contain unusable water? Yes 0 No ~
Type of water?._................_.._.._...... Depth of strata._....._.........._....._...
Method ot sealing strata off.........._....._....._.........._..........._._.._.._..............
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(7) PUMP' ManUfacturer's Name.__.N./-fL........................._.._..........._...
Type ._.....___..........__...._...__...__._.................. H.P __........._.......
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(8) WATER LEVELS. Land-surface elevation
above mean sea level ---u---.------..J.t.
Static level .3.lP.._._................_..tt. below top of well Date....'l.~.fa.-=-$..l.R...
Artesian pressure _._.......__..._....lbs. per square inch Date........_._...___........
Arteslan water is controlled by._............................._...._._............._...._..
(Cap, valve. etc.)
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(9) WELL TlSTS:
waY-.1 p~p fut made? Yes Ql(
Yield 2...0 gal./min. with
Drawdown is amount water level Is
lowered below static l--l..
No 0 Ii yes. by whom?..LT..,..n~..........
ft. drawdown after hrs.
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Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Water..~::~.~. '..~.i.~.~.....
Water Level
f1
Water Level I Time
..--.--......rn..........-..
.1................
I
!
Time
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Date of test _.................................._n....................
Bailer test.._._.............gal./min. with....................tt. drawdown atter._._..............hrs.
Artesian f1ow........___._.._........._..........._.g.p.m. Date..............._.....__.._......__.___....
Temperature of water..;?!?...... Was a chemical analysis made? Yes Il& No 0
1t201J
(10) WELL LOG
Formation Describe by color character StZe of material and structure, and
show thickness of aqu'ters and the kind and nature of the matenal in each
stratum penetrated, with at least one entry for each change of formation.
ft.
ft.
i FROM I TO
~(1 <,d:t~_bo.u.ld.Ms.__ : 0' ~_
R-n "'"' Ih, ~T\ci G-g,IQu.gj , (p IS
Bt"Y'\ , -s.~Io.JD <l,..<C~C\Il)1 i \ S I Cf
~~~ ~:\~1~~~~;~ t-3~~.~-
"R,......., 5 I I +- i -r0c..Ks; .., 5 ra 1...& : ~.Ja 'i
lY'r" <to no, +nTQY\ 5, l+'A C:"'~..~_.La~. 15-
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1,,)1'1"\ ~ t +" Cr.Y\.-l SHVU. 5 ral1..R~ I S I o.
c.. 1(>0 n t. nq.l~,... r. mu.. ~ I 2S i CJ.....02
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MATERIAL
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This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME..O..&.!.,,.J:;..~..P..R!.l,,,k.UJ.~...t...P..v..m.P.......C"O
(Person. firm. or corporation) (Type or print)
Add~.l.P.~~'i_;,tf,P.~_'1'6;?i1.a..
[Signed] ..... ...7.~..m.~~..._.........._.......................
License No.......'O..~.7Ji.................. Date......I.0.::..3.Q............ 1~
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(USE ADDmONAL SHEETS IF NECESSARY)
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ECV 050-1.20
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File Original and First Copy with
Department of Ecology
Second Copy - Owner's Copy
Third Copy - Driller's Copy
WATER 'VELL REPORT
STATE OF WASHINGTON
Application No
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Permit No
(1 ) OWNER. N ame....f..~.9..~.E.~.?J:l....F..El:I:!I.l~.. ...._................................................. Address.........X~.~.!ll....~.!l..~.~.~................................................................................................
(2) LOCATION OF WELL. County lhlJI'.1?"I-.!i.!J........................................................................'..-S. ........ \. sec.~.'... T.l7...N R.2...... .M.
Bearing and distance from section or subdivision corner
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(3) PROPOSED USE. Domestic 0 IndustrIal IlC Municipal 0 (10) WELL LOG:
Irrigation 0 Test Well 0 Other 0 Formation Describe by color character size oj materiaL and stnLcture, and
show thickness of aquifers and the kind and nature of the material in each
0wner's number of well stratum penetrated, with at least one entry for each change of fOTm4tion.
(4) TYPE OF WORK. -
(if 'bre than one I MATERIAL I FROM I TO
New well Method Dug 0 Bored 0 Top Soil , 0 I 1
Deepened 0 Cable =t:J Driven 0 I
..
Reconditioned 0 Rotary 0 Jetted 0 roc~s and DeIders 1 i 12
sand and gravt:I loose 12 , 37
I ,
(5) DIMENSIONS. Diameter of well e,............. inches. sand and .::ravtl water ... . 37 I 97___
Drilled.....1.:?5..................ft. wel1.....!..?5..................it. ~e&rlnr.. ,
Depth of completed sandstone rea i 97 I 106
I
(6) CONSTRUCTION DETAILS: silt and sane. 1 ') gpm I 106 I 115_
Casing installed. 10 C 18 if?>/ sand and ~ravel I 11 ') I 12')
.J.1..::::~.. Diam. from r.'" ft. to J:?S= ft. I !
Threaded 0 Diam. from + ft. to ft. I
Welded Xl '_n..O__ Dlam. from ft. to .... ft. I I
Perforations: Yes 0 No [X ! i
Type of perforator used......_........._......................._.........._....._..................... I I
SIZE of perforations _'_.'_O'O_O___...U'...._. in. by tn. I I
'_nn___nn_ perforations from .___n_n...'''""" ft. to _nuhO._............. ft. i i
perforations from _.................... ft. to ft. I
___O__...nO._______ ._....n_...... , !
._..........._.. perforations from ft. to ft. I
---............__...-- '__.nn_..n...... I
j
Screens: Yes 0 No IlII I I
Manufacturer's Name....__..__....__....................__.._...._._._..._...._......... i i
Type-...-----..--.----...----...... Model No_.._.____...... I I
Diam. ----_._- Slot size _.._...._._. from ft. to -_.._._.. ft. I I
Diam. .___.._u Slot size ._..._ from ._.... tt. to .-.--- ft. I I
Gravel packed: Yes 0 No~ Size of gravel ,
.-.-..-...-..-----..... I
Gravel placed from __._..__.___........ ft. to ._m...__.....__....__ ft. I I
Surface seal: Yes~ No ~ To what depth? _....18___.._ ft.
I
Material used in seaL.___m)!.4.g,~.t:;,I\g....9.J~ym..m.m___._.._.._. I I
Did any strata contain unusable water? Yes 0 No Dc I
Type of water? ..__.____ Depth of strata..______._....._._ !
Method of sealing strata off_..._...............____..._._.__.___.........._. I I
(7) PUMP: ManUfacturer's Name_____...._.._.._.____...__...__......_
Type: -----------.--.-.... H.P .______..._.
I
(8) WATER LEVELS: Land-surtace elevation
2 above mean sea level. -T2-''''fi-~'
0:: 0- ~
Static level __~_____......tt. below top of well Date._..__-=_.L_
Artesian pressure __--1bs. per square inch Date...._.____....._
Artesian water is controlled by____..__.._..__.____... I I
(Cap, valve, etc:.)
i
(9) WELL TESTS: Drawdown is amount water level is ,
lowered below static: level Work started.. .19 CompletecL._._. 19
-.
Was a pump test made? Yes 0 No Q!I It yes, by Whom? ._....._..._.._...............
Yield: :SO gal./min. with 32 ft. drawdown atter 1 hrs. WELL DRILLER'S STATEMENT:
.. .. This well drilled under jurisdiction and this report
was my
.. .. true to the best of my knowledge and belief.
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level) NAME....J:...~..p.mW~J..;':mp.r.!J..U!l:g.....m............m........................m..
Time Water Level I Time Water Level I Time Water Level (Person. firm, or c:orporation) (Type or print)
.-_... .........-.-....--. .-..-.........- .............-....-........ ..............--.... .................-................... 5001 So. 288th, Federal way
! !
.......... ..............--..-..--.:-........-----........ r.............. Ad~_____________~___________
..........n '".......u.............~....................... .j.....-............- ....._nu........... [Slgned~X._.~ .m.. .. .........m........m.m...........m.....
Date of test ___......_..._.___..__.__.__n_.____...__.
Bailer tesL..;D........gal./min. with...~....._..it. drawdown atter ...._.1_.........hrs. (Well er)
!\rteslan f1ow_____..__..____g.P.m. Date.._.............._.._...._...____........... License No...9.5.2.!........m.....m............. Date...~.?!.~.?:':.h.m.m....., 193.
Temperature of water__........ Was a chemical analysis made? Yes 0 Noi]
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(USE ADDITIONAL SHEETS IF NECESSARY)
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5. F No. 7356-05-(Rev 4-71)
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P'11e ~g1nal and P'1rst COpy with
Department of Ecology
Second Copy - Owner's Copy
TI1,tz;!1..:~py - Dr1ller's Copy
WATER WELL REPORT
Permit No
STATE OF WASHINGTON
~(I:') OWNER: Name.....B..9?.k.........h.9..hd.o..b............................_...._...... Address...::33..~\.<:\........~~~.ll..........~.t!:)..~..d..~._.........................._..
(2) LOCATION OF WELL. County .l...)._~..~:::D::,..l.<:'...__............................._.......- ~.\~ .s.r;;.\~ Sec_;?"'..S. T 1.::J...N.. R.....2.... .M.
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a"earlng and dlstance from section or subdivision corner
(3) PROPOSED USE:
Domestic ~ Industrial 0
Irrigation 0 Test Well 0
Municipal 0
Other 0
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(4) TYPE OF WORK. ft1~~~ t,u::;,b~~e~f well
New well a Method
Deepened 0
Reconditioned 0
Bored 0
Driven 0
Jetted 0
o
Dug 0
Cable 0
Rotary ~
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(5) DIMENSIONS:
Drllled.......d:J_.9...........ft.
Diameter of well .{Q._~:'...... inches.
Depth at completed well........S...d_--.!t.
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(6) CONSTRUCTION DETAILS:
Casing installed: .~_._. Diam. from _....42..._ ft, to ,.:s:B- ft.
Threaded 0 ....._ Dtam. from ._.... ft. to .____. ft.
Welded B... .---" Dtam. from ._............. ft. to ._....___ ft.
Perforations: Yes 0 No ~
Type of perforator uaecL...__..__......_.____.....__._..__..__
SIZE ot perforations __ in. by ._.___....._.__ in.
__.___._ perforationll tram ___._........ ft. to _.__.... ft.
_____.._ perforationa tram __._._.._.. ft. to __._..__~.... ft.
_____ perforationll tram __._.____...... tt. to ___.___.. ft.
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Screens: Ya 0 No Jq
ManUfacturer'. Name.. _____...
T7Pe--- -_ Model No
Dtam. ______ Slot si%e ___ tram _.._.......... ft. to __._ ft.
DIam. __ Slot size __ from _..___ ft. to .__ it.
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Gravel packed: Yes 0 No ~ Size of gravel: _
Gravel placed tram ____' ft. to _______ ft.
Suria:.:=::: ~1:;:~..=-~-- ft.
Did any atrata contain unusable water? Yes 0 No ~
Type of water?_ Depth ot straTA
Method of ~ mate 011_
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(7) PUMP: Manufacturer'. N.....
Type: -
H.P
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(8) WATER LEVELS: ~=e~er=~ =-,..--,--,.-f!.
Static: level _.-..J.::L..-----tt. below top of well Date.:3La.@Lze
Artea1an preuure ___--JbI. per lIQuare inch Date
A11esian water la c:ontrolled by___
(Cap, valve, etc:.)
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(9) WELL TESTS:
Drawdowu la amount water level !a
lowered below static level
No J!I. U yes, by whom?.____.____..
ft. drawdown after bra.
Wu . pump test made? Yes 0
Yield: gal./min. with
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Reeovery data (time taken u zero Wben pump turned off) (water level
meuured tram well top to water level)
Time Watn Lcuel! Time WlIteT Level Time WIlter lAvel
.__.~ .u_...~~~~=~=~~~~~~~ ~~~~~~~~~~~~~~~ -~~=~~~~~~~~~~ .~~~~~~~~~~~~~~~ ...u..n_..u~=~~~~~~
Date of test ___..___.._..._._.__..
Bailer tert.....l...$.:.._gal./min. with ,;;). ~ ft. drawdown atter_Z' 1_....hr8.
Artaian flow ___---lr.p.m. Date.---='-/~_2 8
Temperature of water__.... Was a chemical analysis made? Yes 0 No Il\
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Apl'llcaUun No
(10) WELL LOG:
Fonnation Describe by color character, aize of material and ~tructun. 4nd
show thi.c:kness at aquifers tmd the kind and l><U1ln 01 the tn/lter!a1 in "/lCh
atratum penetrated. wtth at least on. entTll for .ach c:/wmg. 01 10rmatt0n.
.
MATERIAL FROM TO
- '\ \.2",<,Ice.. 0 \~
10 E' S-'2-L
~t:l.,,"A..),,-..... t\ Q~L\c '-. <" - ,~ ,-,
t' " .r\. r ~ ~..cKc. . ....., ..,.,....,
\. .\...... ~A \ ~ <:... .....DC... ~ 3-, U~
a"..l1 .. \' UJc.+...... \~ 2.. c.. P'WI cJ.~ .')-1--
(7 .. Q ,'" \ ~r......J "1l11'l.-L, '- ~tL (...0
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-
- '1') . ~ ,..,."....
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Work Nrterl .~ I ::J...8 . 19.1.8. Comple~ f dB _. 1978-
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best ot my knowledge and belief,
NAME...~k.(2r.n.v......&_a:U2..LaI.MIt!.~..ml.#.C......
(Peraon. firm. Or ~r.tion) (~or print)
Address....3.Q.~.L~.__tl1J-~._1d.l~W.!?>.~_rG..Jc.""-h~__~
[SlgnedJ-M-1L----~i~H._--.---.--
License No.......0J.Q...m............... Date.API?........5..... 19.1'
ECY 050-1.20
(USE ADDITIONAL SHEETS IF NECESSARY)
---~
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Flle Orllnnal and FIrst Copy with
Department of EcololO'
Second Copy - Owner', Copy
Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
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'\l'l'licaUon No.
Permit No
(1) OWNER: Name.......C).IIIOu. uIYJ QOuR E.. ....uu..........u Address .l6.o..X. . u..l.!..u~I.......uu....y:e4um....uwA...........9..f.5.1'~
(2) LOCATION OF WELL. County TIi.v./S..S.7t:J..N............u.....u.......................- $.~..1,~ SE.,. secu;<''ju T .I.7..N R.2E.W.M.
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~~nng and distance from section or subdivi~lon corner
(3) PROPOSED USE.
DomestIc .lJ"'" IndustrIal 0
Irrigation 0 Test Well []
MunicIpal 0
Other 0
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(4) TYPE OF WORK. ~;';:;~r~ ~~;:;,b~~e~f well
New well 0 Method
Deepened 0
Reconditioned 0
Dug 0 Bored 0
Cable 0 Driven 0
Rotaryy Jetted 0
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(5) ~~~~.~~&~.:.....ft
Diameter of well .~..u... inches.
Depth of completed welL.. .'.l.3...........-.tt.
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(6) CONSTRUCTION DETAIl.S.
Casing installed: .(p....... Diam. from
Threaded 0 Diam. from
WeldedJi7" Dlam. from
.0..... ft. to .2..3... ft.
ft. to ft.
ft. to tt.
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Perforations: Yes 0 No ji!!'
Type of perforator used_......n._...n........u...........................................00......_.
SIZE of perforations ._...__n...n.............u in. by in.
perforations from ft. to ft.
perforations from __................... ft. to ._..00................ ft.
._............_.. perforations from ._..................... ft. to tt.
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Screens: Yes 0 NOJil"
Manufacturer's Name.......__.._...._........._..........._......_..............-...-....
~....._._._..._...___._...._.. Model No.._....___.......
DIam. _......._..._ Slot size __............ from ................ ft. to ........._..... ft.
Dlam. .___...... Slot size ._.. from tt. to .__.._ ft.
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Gravel packed: Yes 0 NO.;;r' Size ot gravel. ._._._......____
Gravel placed tram __.___._....._.......... ft. to .__.._...._......__ ft.
'Surface seal: Yes,$ No 0 To what depth? .)..1.._...... ft.
Maierial used in seaL..._.............__.._..................................._.....__....-........
Did any strata contain unusable water? Yes 0 No 0
Type of waier? ._.......__...__ Depth of strata....._.........._..........
Method of sealing strata off_.__........._........................___..__....___.
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(7) PUMP: Manufacturer's Name__....._....._..._..._......._..._..................__
Type: _"_ __..._.00_...... H.P_._.....__.....
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(8) WATER LEVELS. ~:;s=es~'1:~~e ._. _ .
Static level _.._...5..3....__......._ft. below top ot well Date..'i/-HdI
Artesian pressure __...._...._.._..._...lbs. per square inch Date...._...._....._........_.
Artesian water is controlled by___...._._............._........__......_._.............
(Cap, valve. etc.)
(9) WELL TESTS:
Drawdown is amount water level is
lowered below static level
NOj:l(1.t yes. by whom?
ft. drawdown after
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Was a pump test made? Yes 0
Yield gal./min. with
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Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Water Level I Time
----.-.-..-. ................
i
(..............
.__.j................
Water ~:.~~..L..~~:~..... wa~~.~..:~.~..
I
.i................
Time
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Bail~ra:::/..~i6.:::::;;.;:;;.;.~:..;;;;;,=::z:s..::~;. drawdown after ...._.L.......hrs.
Artesian f1ow._.___......................................_g.p.m. Date............................_............_......
Temperature ot water................ Was a citemical analysis made? Yes 0 N~
(10) WELL LOG.
Formation Describe by color character size oj material and structure, and
show thickness of aqUIfers and the kind and nature of the matenaI m each
stratum penetrated. with at least one entry for eacll change of formatton.
MATERIAL
~~
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fl ~ JUl~
FROM t TO
I ~__
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"M i .v~ .
~5 i ~~.-
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Wo-'- -~--,_..,. ,.#.. . 19___... C 1 .-.. ., ~ 19 ~..
.... ........~ _ _ _ omp e--=--__~~. -..-U
hrs.
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAMETAJ::.(J.At.Ar....A.t.~.~....ORJ.L&t!It'....::t.!!I.c..L.....
(Person. firm, Or corporation) (Type Or print)
Address.....36.3..I.._...pt."f;..~......Ge-*Jl...............
[Signed] CQ.C.........~._t.J.............................
(Well Driller)
License No.....Q.1...(9................... nate.....Y./#..?!/.......... 19.~~
ECY 05Q-1.20
(USE ADDITIONAL SHEETS IF NECESSARY)
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---------------
----------
~ lie Original and First Copy with
Depart:nent of Ecology
Second COpy - Owner's Copy
Third COpy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Application No
Permit No
(1) OWNER: Name.....G.ene....Fischer...u.
(2) LOCATION OF WELL. County
............................... Address.......J.214.9.. .Ninth...Ay..e.....S....F.ed er.al....Way.....'i!l.a ......980C
..P..ier.c.e.....................................................................- .Sw..... \. SE........ I:' Sec....29... T .1.7......N R....2E..W.M.
BearIng and distance from section or subdivision corner
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(3) PROPOSED USE: Domestic ~ IndtlStrial 0 Municipal 0 (10) WELL LOG:
Irrigation 0 Test Well 0 Other 0 Formation Describe by color, character, size of material and stM.lCWTe, and
show tllickness of aqulfeTs and tlte kind and nature of tlte material in eaclt
OF WORK. Owner's number of well straWm penetrated, with. at least O11e entry faT each. cltange of fonnat>On.
(4) TYPE .1............
lif more than one) '....h MATERIAL I FROM I TO
New well al Method Dug 0 Bored 0 I I
Deepened 0 Cable 0 Driven 0 Brown ..s.antL [.. e'TS'l'llP 1 0 6
I I
Reconditloned 0 Rotary ~ .Jetted 0 Dry sand & gTavel , 6 2A.
, !
Saud~ GT6ve J & bOt,l deT~ i 2A 40
(5) DIMENSIONS: Diameter Of well .n....... Inches. Gravel & Ut-t-le stllld ! 40 I .b4..
Drilled.. .......P .9.......... .......ft. well.......o.9...................it. !
Depth of completed Sand ^' big grRve 1 i 6i1 .69-
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(6) CONSTRUCTION DETAILS: I , ..'
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Casing installed: .6...... Diam. from .0....... ft. .6.9....._ ft. I ,
to I i
Threaded 0 ._H.' Dlam. from ft. to ft. ! I
Welded%) Diam. from !t.to ft. I
Perforations: Yes 0 No Il:l ! I
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Type of perforator used..._............................................................................... i I
SIZE of perforations _._...__._....,......... in. by in. I
.-.............- perforations from ._...... ft. to ._...-.. tt. I I
................... perforations from __................. ft. to ._.................. ft. I
._.._............ perforations from _._.._n.._........ ft. to ft. I
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Screens: Yes 0 No KI I I
ManUfacturer's Name__..._._..__............__.._._._____.._... ,
I
Type.-.......-------..--.....- Model No_....____.... I I
Diam. __.........._ Slot si%e ................ from _.............. it. to ._......._ ft.
Diam. Slot si%e _..from ._....'. ft. to .__._. ft. ~ ~;~ '-~ ~- t ! n
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Gravel packed: .'-
Yes 0 No~ SI%e ot gravel. .__...___..._ ~~ .. - " .. -> r-. I
i
Gravel placed from __,___.___.,,__ ft. to __....___............_.. ft. , I
I
FEB '.... r' 1979 I i
Surface seal: Yes I!!l No 0 To what depth? __......20.......... ,'" u
ft. ,
Material used In aeaL.....B.ell.toui.te..........._._............_.__._.. I
unusable 1- EP~ ~7~.'~ C" I " { i:1{ I
Did any strata contain water? Yes 0 No~ , .. ~ .,
Type of water?.__.___._.__ Depth of stnlta.._.__.._....__...__ lJ.~';L'J ~I '.,:', ; \. "r : l' ~ ~J;\- :t:i= I
. , ,\e I.. ..
Method ot sealing strata olf___...._.____...._....._..._..._.._.._.._ I
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_ 'UMP: ManUfac:iUrer's Name...J.acuni....BJ:o.s...___....._._..
Type:- .-5.S4B _..... H.P _.._~-_...
C 'ATER LEVELS: Land-surface elevation
aI:Iove mean sea level. ....._...._._.tt.
level __._..5.1_......._..--tt. below top of well Date..2~9~.1!L_
,n presaure ___....__---1bs. per square inch Date_..________..
Anes1an water 14 controlled by_____._____...._.._....._..
\I (Cap. valve, ete.)
U 'TELL TESTS: Drawdown is amount water level 14 I
lowered below atatie level Work~ . 19J.9._. Completec1.._2.~.1.4._.......... _. 19_.2.
-
np test made? Yes 0 No r::x II yes, by Whom?
\I gal./min. with ft. drawdown after hrs. WELL DRTI.T .ER'S STATEMENT:
U .. .. This well was drilled under my jurisdiction and this
report
.. true to the best of my knowledge and belief.
lata (time taken as zero when pump turned off) ( water level
C ed from well top to water level) NAME........B.ic:ha~ds.on...W.ell...D.d.U1~i...CQ...........h................
WetoM' Lwei 1 Time WateT Lwei Time Watl!1' Lwei (Person. firm, or corporation) (Type Or print)
..--..-....... ...~...........-..-.. -_...........~................. ."....~..~............. ........-............"..
.1................ -....-...--..-....... _.....e~O.~.-',.......2.~!#.!.._...........
[\ ................1............... ................1................
I
U ,t te6t .____n.........._..__......__......_...__._.. (S~;................... ...(Wdi.~;...~...~............
..10..._..gal./min. with......15_....tt. drawdown atter_...1.._........hrs.
___.._._._.._..__..._..._g.ll..m. Date.._.~.1.4~I9....__.____..
r of water_..__........ Was a chemical analysis made? Yes 0 No DC License No...2.2.3~O.2.~.6.59.9............. Date..... ~.~.Z3..... .............., 19..1...
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(USE ADDITIONAL SHEETS IF NECESSARY)
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Flle Orlg1nal and TIm Copy with
~ent of !:cology
Second Copy - OWner'. Copy
Third Copy - Drtller's Copy
WATER WELL REPORT
STATE OFWASBlNGTON
Pennlt No.
11
U
Application No.
(1) OWNER: N ame-Claxenc.e...E_....O.'..Neltl..._........................................ Address;...B.:tlt_...l...m.~....:L9..Q~_x.~.;4g.L.'I.i.ii.... ....9..$.5.9.1..............................
(2) LOCATION OF WELL. County Th~~~QP._._..._......................................................_ s..:g;.....\~ ~.h....l,. Sec....?.9...... Tl7......N R.~.....W.M.
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Bearln8 and clJstance tram section or subdivision comer
(3) PROPOSED USE.
Domestic ~ Industrial 0
Irrtgatton 0 Test Well 0
Municipal 0
Other 0
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(4) TYPE OF WORK. Owner's numb~ of well
(it mare than. one,
New well !:il Method
Deepened 0
Recondltioned 0
J,.
Dug 0
Cable 0
Rotary GC
Bored 0
Driven 0
Jetted 0
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(5) DIMENSIONS:
Drtlled.............S3..._...._.ft.
Diameter of well .6......-......... inches.
Depth of completed welL.........._8.Q........._.ft.
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(6) CONSTRUCTION DETAILS:
Casing installed. ._& Diam. tram
Threacled 0 Diam. :from
Welded ex .-...._.._ Diam. tram
0....... ft. to 8.Q.._ ft.
._...... ft. to ___......... ft.
ft. to ................ tt.
c
Perforations: Yes 0 No ~
Type of perforator tued__......_................................................._.....................
SIZJ: of pertorations ..._.............._........ in. by ._........................ in.
.__......_ perforations from ............. ft. to ._.............. ft.
__.._....._..._ perforations from _...__.............. ft. to ._...._.......... tt.
._..._..._... perforations tram .._....._............ tt. to .__....._......... ft.
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Screens: Yes 0 No :il
Manutaeturt!r's Name........__.____........._...._._.._..___._....
T:YPe--.---.-----. Model No_.___.._....
Dtam. __..__ Slot size _._......_ from ._.......... ft. to ._..._.... ft.
Diam. _00_ Slot size ._._ tram _.._.__.... ft. to .____ it.
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G1'8vel packed: Yes 0 No !i Size ot gravel: _._.__..
Gravel placed from _.._____ ft. to ....____...._ ft.
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Surface seal: YMfJ No 0 ~'h~'Hf-ath? ___.....---2<A.
Material uaed in seal......_............_..__......................__...........______..
Did any strata contain unusable water? Yes 0 No%)
TJpe 01 water1___..__._ Depth of strata-.
Metbod of -uua strata otl____.._...._...._..._...__...__
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(7) PUMP: ManutactlJ1v's NamL_..__....__.________
T)ope: _ ....._ H.P
(8) WATER LEVELS: ~e~ees::.er:~~e ___....ft.
Static level _..__. 40 ft. below top of well Date-51...J.8116--
Artea1an p~ _.. 1~. per square inch Date_._._..__.__...._u
Arteatan water 18 controlled by______._.._.._.
(Cap, valve. etc.)
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(9) WELL TESTS:
Drawdown 18 amount water level 18
lowered below static level
No XI U yes, by wbom? ._..._..__......_.._....
ft. drawdown after bra.
Was a pump t_ made' Yea 0
Yield: ,al./m1I1. with
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Recovery data (time taken AS. zero Wblll1 pump turned off) (water level
meuurecI from well top to water level)
T:_... .:~.~_r::.~.L~.:~_... wat~~.~~uL..~~=~_... ..:::..:~~_
I I
I ,
..:=:: .......:::=::::::::::r::::::::=::: ...-.........1:::::::::::::: ......................
Date of test __.........._...__.__.............._..__...
Baller test__:15...aal./mIn. wlth_._~.5_.._...tt. drawdown atter__.__l.hra.
Artaian40w ..-.--lr.P.m. Date.._.......______.
TempuUUre of water__... Waa.a chemical analyzds made? Yea 0 No Xl
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(10) WELL LOG:
Formation Dettribe bll color. cnarncter, sue of material and structure, and
snow tl1icknen of aqutten and tne kind and nature of tne matll11a.l in each
stratum pcmetrated, w.th at lel1.!t one entrv for eacn cl14nge of formation.
MATERIAL
TO
mOM
.ToP Soil._&_Gravel
GT'~itel & Rn1l1rleT'~
Seapage & GT'Avel
Clay, GT'Avel & Rml1rleT'~
A I,i-t:tle WAtpT' & G1"Avel
ClAY, G1"Avpl & Rnlllrle1"~
WAtp1" , Rnlllnp1"Q & G1"~vel
o
1
;:>;;>
23
63
64
78
1
??
?3
.63..
M...
78...
83
RECEi\fED
JU:...141,:;7/
Dtr'AH l1-,JENT Or
~' :.;TLlV/EST p"""-PI
Work atarted.--.SLJ. ,19Th_. Completed.-....
WELL DRILLER'S STATEMENT:
'5/18 18.16_
This .well was drilled under my: jurisdiction and this report is
true to ti1e best ot my knowledge and belief.
NAME....~cha.r.dso.n.!.a..:well...D..ril.l.i.tlg............................-.._..
(PtII'IIOn, firm, Or corporaUon) (Type or prtllt)
Ad-.E~~~L-~~'-_~------
[Sign~ ~~..mm........u_m.....
Well Driller)
License NO..~2.~5.QQ....mn..u Date..........m_.....U~L.., 19.'J:l..
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ECY 0!l00 1.20
(USE ADDITIONAL SHII:ETS IF NECESSARY)
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FIle Original and l"Irrt Copy with
o..partment of Ecology
Second Copy - Owner's Copy
ThIrd Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Pennlt No
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Application No.
(1) OWNER. Name.....EzeLH....../:71dridge..............................___............. Address...l17Q....S~m...-M.Qri:t.z._.D.r.......s.@....JQ~.~..,.....C~.1....95.132
(2) LOCATION OF WELL. County .Thur.st.Qn...................._......................................_ NE...\:" .$..1,:" Sec...29...... T 17...N R...2E...WM.
Bearing and distance from section or subdivision corner exc. VI. 594' exc. 330' & Except 5 ft. for Rd.
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(3) PROPOSED USE. Domestic IXl rndtlStrial 0 Munlclpal 0
Irrigation 0 Test Well 0 Other 0
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(4) TYPE OF WORK. ~7:;;~r~ ~::::;'b~~e~f well
New well ~ Method
Deepened 0
Reconditioned 0
.t............................
Dug 0
Cable 0
Rotary ~
Bored 0
Driven 0
.Jetted 0
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(5) DIMENSIONS:
Drilled.....l.Q3.................ft.
Diameter of well 6............ inches.
Depth of completed well._......lO.O._.....__.tt.
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(6) CONSTRUCTION DETAll.S:
Casing installed: .6......... Diam. from
Threaded 0 Dlam. from
Welded tIil DIam. tram
.0........ ft. to _1.00.... ft.
ft. to .__...._.. ft.
._....,... ft. to tt.
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Perforations: Yes 0 NoIJ
Type of perforator uaed._._...._...................................................___._.........
SIZE ot perforations .__.._........._..... in. by ._. in.
.-.-.00_.....- perforations from _...._...._.......... ft. to _._...~............. ft.
-...--...-...... perforations from __.................. ft. to __._...._...... ft.
.----...-.. perforations from _............._...... ft. to .........._._.... ft.
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Screens: Yes 0 No:lJ
Manufacturer's Name_....___....._.............._._.....__..._....._._._....
Type........_..______.___..__.._.._ Model No_...______.._..
Dlam. ___.._.._.. Slot size ___.......... tram ft. to ........_.._.. ft.
D1am. ._............ Slot size _....._.._ from ._.. ft. to ._.__ ft.
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Gravel packed: Yes 0 No ~ Size of gravel ._._...___..._._._
Gravel placed from ____..___......... ft. to ._...._._.__....__ ft.
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Surface seal: yeslJ No 0 To what depth? -...20..__._ ft.
Material used In &eal...........Ben.tonite........__..............__.__..
Did any strata contain unusable water? Yes 0 No II
Type of water?__..._.__..._ Depth ot strata
Method ot seaUn&- strata off..__.__.._........._....__..._....._...._....._......
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(7) PUMP: Manufacturer's Name--Iaauzzi____...__.___._._._
Type:. 1 !=:4C .__..__..._._..._ H.PL-_.....
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(8) WATER LEVELS: ~:;:.;s=es::,ey::~e ._._..--.!t.
Static level _..._u_55......____--ft. below top of well Date.....8=.3k1.1__
Artea1an pretlllU1'e __....._-..n... per square Inch Date...._____.._..
Artenan water is controlled by_..____._.._...______.___..
(Cap, valve, etc.)
(9) WELL TESTS:
Drawdown 15 amount water level is
lowered below static level
NOXJ J! yes. by whom?.._...................._._......
ft. drawdown after hrs.
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W.. a pump test made? Yes 0
YIeld ral./min. with
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Recovery data (tlzne taken ail zero when pump turned off) (water level
meuured from well top to water revel)
Ttm~_... ..:~.~~.~_~:.~.I...~.~~.~_... w~.~:..~~~.......~~=~_... wa~_~:~..
........ .......................:C:::::::::::::
Date of. test -.....8-31...1-1..-.............-..-..-..
Ba1ler tesL...2D.__ral./min. with_30..._....tt. drawdown atter_.__._~_hrs.
ArtesIan fiow_.___..___..____.__-s.p.m. Date.._........._._..___._._____.
Temperature ot wai er_.___.... Waa a chemical analysis made? Yes 0 No b(
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(10) WELL LOG:
Formation Describe by color, character size of material and StTUcture. and
show thickness of aquifers and the kind and nature of the matenal in each
stratum penetrated, wlth at least one entTl/ tor each cha1!<1e of fOT7J1ation.
MATERIAL
FROM I
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1;:>:
18!
4?i
441
81 I
831
9h I
!
'T'rl!, <in; 1 & r.T'::lvp1
r.1"::lvp1 &- Rn1rlp....'"
H::lT'ri~::ln & Rnlrlp....'"
C1::lY &- GT'::lvp1
SP::l!'::lgP
n::lT'ri~::ln &- bn1rlpT''''
A 1;++11" W::l+'PT' &- G1"::lvp1
C1::lY &- GT'::lvp1 &- Rn1rlpT'q
W::l+'P1", C1::lY &- GT'::lvpl
Work~31
,19 77. CompleUorl
8-31
WELL DRILLER'S STATEMENT:
TO
~
12
18
42._.
4.4__
81
83-
<?h
103
,19R
This well was drilled under my jurisdiction and this report is
true to the best ot my knowledge and belief.
NAME.u.......B.ic.n.ar.dsQll..Wdl.Jlril.liDR..C.9.............................
(Peraon, firm, Or corporation) (Type Or print)
License No..,?g2=:Q.?~95.QQ............. Date....9..(::-:g.9................... 19....'ll
ECY 051>-1.20
(USE ADDITIONAL SBEE'TS IF NECESSARY)
.... 3
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File Onginal and First Copy wIth
Department of Ecology
Second Copy - Owner's Copy
Third Copy - Driller's Copy
Application No Q:Z.~..z.~f."-?
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
(1) OWNER: Name.....?:.::.~~? - :e~s 0::, u.~.::.?..~.............................. Address...:;,3L!-JQ..........o..:t:t,.:3..~E':=~~ ..;::C2::;~,....s.~?-'!.~E.Ly~.~.....:.~3(
(2) LOCATION OF WELL. County""~~:".r?l::QP:........................_............ ................u............. == \. SE \. Sec...~2...... T l7...N R....e...W.M.
Bearing and distance from section or subdivIsIon corner 1080 If 5~ k { 11;;2. O-H . (..r...Iq/ () f" E 1'1 Co h't1.U' C'" S ~~ 2 '7
(3) PROPOSED USE.
;:'';;.~:DC Industnal 0
Irrlgation 0 Test Well iJ
Municipal []
Other 0
(4) TYPE OF WORK. ~r~~r~ ~~b~~e~i well
New well :xfO Method
Deepened []
Reconditioned []
Dug C
Cable 0
Rotary 0
Bored [!
Driven 0
Jetted 0
(5) DIMENSIONS:
Drilled.........9.6................ft.
Diameter of well 8 8: 6 inches.
Depth of completed welL........9-6................ft.
(6) CONSTRUCTION DETAILS.
Casing installed. 6.......... Diam. from
Threaded 0 r: Diam. from
Welded:C: ._....._... Diam. from
Q....... ft. to
.0....... ft. to
ft. to
l.J:7........ ft.
96....... ft.
ft.
Perforations: Yes 0 No 8
Type of perforator used.._......................................_........................................
SIZE of perforations _.._..__m......._...... In. by in.
._..._._...._ perforations from ft. to ._.............. ft.
__........._..._..~ perforations from ft. to ft.
____.___ perforations from ft. to ft.
Screens: Yes 0 No {9
Manufacturer's Name..........__..._............_..........._.............._.._........._._........
~.____...___.._...m.....__...... Model No._......______........
Dtam. ____ Slot size _.__.00.._. tram ft. to ._....m._... ft.
DIam. _. Slot size ._._... from ._.... tt. to .... ft.
Gravel packed: Yes 0 No ~ Size of gravel. ._............_........
Gravel placed from ____.._._..._.__... ft. to ._......_._..._._.....__ ft.
Surface seal: Yes i9 No Q To w~at depth? ?..Q._.__._. ft.
Material used in seaL....__-=.en.T.Omte........_..............._......____._..
Did any strata contain unusable water? Yes [] No Ea.
Type of water? ____._..__ Depth of strata_...._._____._....
Method of sealing strata off..._.__.._..........._.._.._.....__._....__......_._.
(7) PUMP: ManUfacturer's Name.._.J.9:.~~.~.;;i....E?~QE_u.._+..~.g..!....
Type: ~,'hmp.,..!,:::; 1->1 p, J...Sllc... .......... li.P. . l ..._.
(8) WATER LEVELS. Land-surface elevation
above mean sea level. .-7'i.lf7;..Jt.
Static level --39__.--ft. below top of well Date.....1L.J_:r/..15.._
Artesian pressure ____.lbs. per square incb Date........__....._._
Artesian water is controlled by___.____...____.___._.....__
(Cap. valve, etc.)
(9) WELL TESTS:
Drawdown is amount water level is
lowered below static level
No IX If yes. by whom?.._.............._u........_....
ft. drawdown after hrs.
Was a pump test made? Yes 0
Yield galJmin. with
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time Water Level I Time Wate1' Level I Time ft 'I\Ib;~Level
.............- ..........__.......1................ ....................1................ .:.__..........
...........r........--.......
..............4................
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I
..-.......--..,...........-.......
Date of test __..........._.....__............_............
Baner test_2Q.._..galJmin. with.....3Q.._....tt. drawdown atter.._.._~.........hrs.
Artesian fiow_.__..___.....__..g.p.m. Date.._......_......_.__......_____..
Temperature ot water..._.._.... Was a cbemical analysis made? Yes 0 No g:
(10) WELL LOG:
Formation Describe by color character stze oj materia! and. structure. al1d.
show thick.ness oj aquijers and. the k.ind. and. nature of tne materia! tn each
stratum penetrated., with at Least one entry for each change of formation.
l\1:ATERIAL
'T':JD soil.__ zravei
Sr2.vel. clay' boulders
Clay, .c;rave' ~_ boulde~s. some
water
boulder
Gravel 0: clav
Clay & gravel, some water
Gravel, clay c,: boulders
Gravel. water
~~~
~ ---...
:.J .... ..:,;:-
C'i:"p2~ i::.,'"
f)~J'~T' -.IT C~ r~~'_~~'.,
':'....''1'1-' l'-C'T D:-.~ r'\ , r--,.n!'"
-..... ...- v V~
Work start~....1L2L.-,-. 19 7.5.. Completed.
WELL DRILLER'S STATEMENT'
7/14/
. 19..75
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME Richardson Well Drilling Company
......... ........(Pmori: .fu;ii....or..;;;'i=iiOratioili...........(TYP;;.;;~.Prtni.i........
Add P.C. Box 44408, Tacoma, Wa. 98444
[S~~~~~'~-~.-:=~
License No..??3.::Q.?::~5.gQ........u... Date.~~.E~~l!:!?~.:...~~.r 19.1?.
S. F No. 7356-05-IRev 4-71)
t; \l- \}..~\ (USE ADDITIONAL SHEETS IF NECESSARY)
~'"
223966
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W A T R R W R L L R E P Q R T
STATR OF WASaINGTON
Start C rd No i058798
Unique ell I D i ABY030
~ater R ght Perlit No
================================================================================================== ==============================
1) OWNER Rue BARNARD I ;&lli!IIB Do 1'4 AL:~ Address POBOX 487 ?ELM, WA 98597-
=================================================================================================================================
\ 2) LOCATION OF WELL: County fHURSfOH - 1/ 4 . / 4 See 29f 1 iN, R 2E ill
(2al STREET ADDRESS OF iELL (or nearest address) 17405 103RD AVE SE, YELH
==============================================================================================:===================================
(3l PROPOSED USE DOKESfIC (10) WELL LOG
==========z===========:=========================:================ ----------------------------------------------------------------
:4) TYPE OF WORK Owner's RUlber or well Formation Describe by color, cbaracter, size of laterial
\If lore than one l and ,structure I and snow tnickness of aquifers and tne kind
REI !fELL Ketnod ROrARY and nature of tne laterial in eacn stratlll penetratedi \I1tb.
================================================================= at least one entry for eacn change in forlation
Dialeter of well 6 inches
Deptn of cOlpleted well 160 ft
(51 DI!!KNSIORS
Drilled 163
ft
=================================================================
161 CONSTRUCTION DETAILS
. Casing installed
iKLDED
. Dia frol +1
. Dia froil
. Dia rrol
ft to 160
ft to
ft to
Perforations: HO
Type of perforator used
SIZE of perforations
perforations frol
perforations frol
perforations frol
in by
ft to
ft to
ft to
in.
ft
ft
ft
Screens: HO
Kanufacturer's Nale
Type
Dlal
Dial.
Kodel No
frol
frol
ft to
ft. to
ft
ft
slot size
slot size
Gravel packed: 10 Size of gravel
Gravel placed frol ft to ft
----------------------------------------------------------
Surface seal US To what deptb.? 18 ft
Katerial used in seal BElfOllfE CLAY
Did any strata contain unusable water: 10
Type of water? Deptb. of strata ft.
Ketbod of sealing strata off If A
======s==========...z=:====z:===a=aza..====..::===:====%===:==:=:
(7) PUHP Kanufactarer's Hale
Type I/!
H P.
========..:S::Z===.Z.......2........=22.:Z:..:=..=:==.aa:=_:===::
(8) WAfKR LRVELS Land-surface elevation
above lean sea level . ft
Static level 48 ft below top of well Date 87/12/95
Artesian Pressure Ibs. per sqnare inch Date
Artesian vater controlled by IIA
-----------------------------------------------------------------
ft
ft
ft
KAfERIAL
BROil GRAY GRAVEL& COBBLES
BROIl LOOSE SAID & GRAVEL
SUE, BUT DAKP
BROIl SI1fY SAHD/GRAV
SAKE, BUf 1/ SK AKr R20
BROil SILTY SAID/GRAV
SAKE, BUT DAHP
BROil SILTY SAID
BROil DAKP SILf! SAHD/GR!V
BROil COARSE SAID & GRAVEL
1/ UfER
COARSE SAID & GRAVEL BOULDER
TIGHT AiG Gut
BLACK fO RED
AiGULAR GRAVEL
BLACK ROUIDED GRAVEL WArER BEARIHG
FROIl
o
23
37
41
S7
62
71
82
97
110
110
121
1U
150
150
158
TO
23
37
41
57
62
71
82
97
110
121
121
144
m
158
158
163
:===:==:=:=~====a:===:===2a2===.:2=2=.=s.a.D.a===S===:=====szza~~z.===.=2===C.....=..=.===========a===2====;====2=s.==a==:========
(9) !fELL TESfS Dravdovn is aloant water level is lovered below
static level
las a PUlp test lade? 10 If yes, by whol:
Yield: gal /Iia with ft. draidovn after b.rs
Recovery data
Tile Vater Level Tile later Level Tile iater Level
-.]
;--,
lork started 06/29/95
COlpleted 07/12/95
Date of test 1 I
Bailer test gal/lin. ft draidowa after hrs
Air test 20 gal/lin w/ stel set at 168 ft. for 1 hrs.
Artesian flow g p I Date Contractor's
Telperature of water las a chelical analysis lade? 10 Reqistration Ho OELKEDI 136QC Date 07/13/95
:===~====3===============s=======~===========================.===:=;==============:========:========~==:==========:======:==:=====
iELL CORS!RUCTOR CIRTIfICATIOR
I constructed andlor accept responsibility for con-
struction of tb.is veIl, and its cOlpliance with all
Wasb.inqton well construction standards Katerials used
and tb.e inforlation reported above are true to IY best
knowledge and belief.
RAKE OILII DRILLIIG, IIC.
{Person, firl, or corporatioul (Yype or printl
ADDRESS 431H E. jJIDER,~A
[SIGHED] . ~ ~ense Ho 837 K KCURIA
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File Original and First Copy with
Department of Ecology
Second Copy - Owner's Copy
Third Copy - Driller's Copy
Start Card No. vi I '13 , f)
UNIQUE WEll 1.0. tABK 0.30
WATER WELL REPORT
Water Right Permit No.
(1)
STATE OF WASHINGTON
Addr
(2)
(2a)
(3) PROPOSED USE.
",
~;I~ 1!4Sec~ T1!l-N.,H~.i~_W.M.
c:'
Domestic
[J. Irrigation
[] DeWater
Industrial []
Test Well []
Municipal []
Other []
(10) WEll lOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Describe by color character sIze or material and structure. and show thickness of aquifers
and the Kind and nature of the material in each strafum penetrated. with at least one entry tor each
change of information.
In.
(4) TYPE OF WORK.
Owner's number of well
(If more than one)
~
Deepened []
Reconoilioned []
Bored []
Driven[]
Jelled []
MATERIAL
FROM
TO
Abandoned []
Method: Dug []
Cable \;i_
Rotary ~
ft.
ft.
ft.
ft.
ft
ft.
ft.
:9 ';J 'e.r]1 '-'-
New well
(5) DIMENSIONS. "Diameter of well inches.
Drilled / /)() feet. Depth of completed well /~U, ft.
(6) CONSTRUCTION DETAilS.
Casing Installed: t. Diam. from+ I ft.to/DO ft.
Welded .;;j Diam. from ft. to ft.
Li ner install :..J
Threaded :J Diam. from ft. to ft.
Perforations: Yes D No
Type of perforator used
SIZE of perforations
perforations from
perforations from
perforations from
Screens: Yes D No
Manufacturer's Name
Type
Diam.
Diam.
from
from
Model No.
ft.to
ft. to
It.
Work Started
19
Slot size
Slot size
Gravel packed: Yes D
Gravel placed from
NO~
Size of gravel
ft. to
WEll CONSTRUCTOR CERTlACATlON:
I constructed and/or accept responsibility for construction of this well. and its
compliance with all Washington well construction standards. Materials used and
the information reported above are true to my best knowledge and belief.
NAM~lP1f.1 L L I II G CD
r; (PERSON, FIRM. OR CORPORATION)
~~~
o ER)
~ S-;;. - ~.,~ 7
(TYPE OR PRINT)
!J'f ~~ ~
Ucense No. 'J 1 ~ C)
Surface seal: Yes ~ t;0 0 To what d~~ q.. ~
Material used in seal CJ.F/IJ1J ql IT
Did any strata contain unusable water? Yes D No D
Type of water? Depth of strata
Method of sealing strata off
(7) PUMP' Manufacturer's Name
Type:
H.P
hrs.
hrs.
Contractor's
~~ipf(f ~It /3 b /J A Date 1- - ;J. ~
(USE ADDITIONAL SHEETS IF NECESSARY)
'-..
(8)
Land-surlace elevation
above mean sea level
ft. below top of well
Ibs. per square inch
Dale
Date
, 19'f.1.
o
WATER lEVELS:
Stalic level $ Jl
Artesian pressure
Artesian water is controlled by
(Cap, Valve, etc.)
(9) WEll TESTS: Drawdown is amount water level is lowered below static level
Was a pump test made? Yes 0 No ~ If yes, by whom?
Yield: gal./min. with ft. drawdown after hrs.
Recovery data (time taken as zero when pump turned off) (water level measured from well
top to water level) .
Time Water level Time Water level Time Water level
Date of test
Bailer test _ gaL/min. with ft. drawdown after
Airtest \ ~ gal./min. with stem set at qo ft. for
Artesian flow g.p.m. Date
Temperature of water _ Was a chemical analysis made? Yes D
~.
NO~
ECL 050+20 (2193)
~