Drainage and Erosion Control
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[' Page No
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A. Drainage Plan
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Il 2 Existing Conditions 5
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3 Infiltration Rates/Soils 5
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U 6 Sub-basin Description 6
(1 7 Analysis of 100-yr Flood
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8 Aesthetic Considerations 8
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r 10 Covenants, Dedications, Easements 9
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11 Homeowners' Articles of Incorporation 9
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n 13 Facility Summary Forms 10
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14 Engineer's Estimate 31
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Erosion Control Plan
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r1 2 Trapping Sediment 34
U 3 Permanent Erosion Control and Site Restoration 34
n 4 Geotechnical Analysis & Report 35
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5 Inspection Sequence 35
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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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Existing Topography (Back Pocket)
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Maintenance Plan
1 Type and Frequency of Long-Term Maintenance
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Responsible Maintenance Organization
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3
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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Project Descnption
The proposed development is composed of three related projects They are
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Construction of a 56,000 square foot Safeway store, plus associated
parking and utilities The drainage facilities designed here will include
capacity for a future 10,000 square foot expansion of the Safeway store
and 9,000 square feet of retail shops west of the Safeway store
The report does not cover the future west pad site (25,400 SF) nor the
future east pad site (23,400 SF) These sites will be responsible for their
own drainage system designs when they are developed
A total of 7 5 acres will be drained to the onsite systems Pretreatment
for the paved areas will consist of wet vaults sized for a six-month storm
There will be no pretreatment for runoff from the building roofs
All stormwater will be disposed of in percolation trenches sized for a 100-
year 24-hour storm The 24-hour storm was found to be a more severe
case than the 7-day storm, and is used throughout the report. There are
a total of ten sub-basins on the site The smallest is the loading dock
(0 17 acres) and the largest IS the combined buildings (1 72 acres)
About 2 8 acres of the site, south of the proposed store, will be left
undeveloped for now
B)
Widening of Yelm Avenue East (SR507) between Vancil Road and a
point 900 feet southeast of Vancil Road The south side of the road will
be upgraded to match the north side of the road, which was widened
previously The widening will include the southbound traffic lane, a
bicycle lane, turnouts for store traffic, and a new sidewalk. Pretreatment
will consist of biofiltration for a six-month storm. Disposal will be by
percolation trenches under the bioswales, sized for a 1 DO-year 24-hour
storm
C)
Widening of Vancil Road between Yelm Avenue and a point about 60
feet south of Prairie Heights Street S E., a total distance of about 750
feet. The east side of the road will be widened and a sidewalk will be
constructed Pretreatment will consist of biofiltration for a six-month
storm Disposal will be by percolation trenches under the bioswales,
sized for a 1 DO-year 24-hour storm
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2
Existing Conditions
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Onsite The 11 3 acre site consists of three parcels Two of the parcels
have single-family residences. There are also five small sheds and a
barn on the site All existing structures will be demolished The site
slopes to the south about 1 % The soil is very gravelly glacial outwash
plain, and is very permeable Most storm drainage facilities in the vicinity
utilize percolation for disposal Vegetation is primarily grass pasture with
scattered trees
B)
Yelm Avenue East (SR507) The south side, adjacent to the Safeway
site, is a single lane plus a paved shoulder about five feet wide There
are no storm drainage facilities other than sheet flow The road grade is
essentially flat.
C)
Vancil Road The east side of Vancil Road, adjacent to the site, is a
single lane plus a paved shoulder For most of its length there is no
formal storm drainage, but there is a 250-foot long ditch north of the
intersection with Prairie Heights Street and a 150-foot long ditch north of
the intersection with Curry Street. The road slopes to the south
Infiltration Rates/Soils
The soil at all three sections of the proposal is Spanaway gravelly sandy loam or
Nisqually loamy sand These soils were formed in glacial outwash and are very
permeable
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, the rate is translated to 6 minutes per inch
A full diSCUSSion of soil characteristics is included in Appendix A, the soils report
for the project.
Groundwater flow appears to be to the southwest, toward the Yelm Ditch The
Yelm Ditch flows southeasterly, toward the Nisqually River
Wells
There are 40 well logs on file in the DOE records for Section 29, Township 17
North, Range 2 East. There are four wells on the site itself, according to the
Level 1 Site Assessment prepared by Hahn and Associates The report
recommends the wells be abandoned in accordance with DOE requirements
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5
Fuel Tanks
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There is one fuel tank on the proposed store site and none in the Yelm Avenue
and Vancil Road rights-of-way, according to the Level 1 Site Assessment, which
recommends that the tank be removed in accordance with DOE standards
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Sub-basin description
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There is no offsite flow leaving the store site There is offsite flow onto the store
site in the form of sheet flow from Yelm Avenue and Vancil Road, but these will
be ended when storm drainage systems are installed as part of this project.
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Sub-basins are described below
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A
Onsite storm drainage system
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The site has been broken down into 10 sub-basins for analysis (see
Figure C2 Work Map) Each sub-basin will have its own pretreatment
and disposal system The table below outlines the area of each sub-
basin, its expected 6-month and 100-year flows, the wet tank storage
volume provided, and the amount of percolation trench provided
cfs cfs Wet Tank Perc. Trench
Sub-basin Area (Ac) Os-mo 0100 Volume Length & Type *
(CF)
A 065 035 1 35 3400 120 LF Type "C"
B 065 035 1 35 3400 120 LF Type "C"
C 072 039 1 50 4230 130 LF Type "C"
D 072 039 1 50 3960 130 LF Type "C"
E 1 09 058 2.27 7040 200 LF Type "e"
F 072 039 1 50 3960 160 LF Type "B"
G 057 031 1 19 3040 160 LF Type "A"
Loading Dock 017 009 036 1180 50 LF TYPE "A"
Buildings 1 72 1 00 366 -0- ** 320 LF TYPE "C"
South Access 040 019 076 2350 120 LF TYPE "A"
Road
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*
Type "A" Trench is 8' wide x 3' high, with 15" perf pipe
Type "B" Trench is 8' wide x 4' high, with 15" perf pipe
Type "C" Trench is 10' wide x 4' high, with 15" perf pipe
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No pretreatment is provided for the building roof drains
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Yelm A venue storm drainage system
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There is a total length of 900 lineal feet of frontage on Yelm Avenue,
divided into three sub-basins separated by driveways See Figure C2,
Work Map
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The north sub-basin is 350 feet long and has an area of 0 45 acres In a
6-month storm, the developed flow will be 0 16 cfs This flow is treated
in a ditch/bioswale combination that has a total hydraulic retention time
(HRT) of 12 5 minutes
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After treatment in the bioswale, the flow is dropped into a percolation
trench that runs under the bioswale The percolation trench is designed
to handle the 100-year developed flow of 0 80 cfs A total of 240 lineal
feet of percolation trench is provided for the north basin
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The middle sub-basin is the same length and area as the north basin
with the same flows The 6-month flow is treated in a ditch/bioswale
combination that has a total HRT of 12 5 minutes
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After treatment in the bioswale, the flow is dropped into a percolation
trench that runs under the bioswale The percolation trench is designed
to handle the 100-year developed flow of 0 80 cfs A total of 240 lineal
feet of percolation trench is provided for the middle basin
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The south sub-basin is 200 feet long and has an area of 0 26 acres In a
6-month storm, the developed flow will be 0 08 cfs This flow is treated
in a ditch/bioswale combination that has a total hydraulic retention time
(H RT) of 12 minutes
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After treatment in the bioswaJe, the flow is dropped into a percolation
trench that runs under the bioswale The percolation trench is designed
to handle the 100-year developed flow of 0 45 cfs A total of 120 lineal
feet of percolation trench is provided for the south basin
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C
Vancil Road storm drainage system
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Approximately 1,000 lineal feet of Vancil Road adjacent to the project will
be improved The east side of the road will be widened, and biofiltration
and percolation systems will be installed
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Vancil Road is divided into five sub-basins, each with its own biofiltration
and percolation The sub-basins are shown on Figure C2, Work Map
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Following the procedure used on Yelm Avenue, flow from each bioswale
is dropped into the trenches, which underlie the bioswales
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The following table outlines the size of each sub-basin, calculated flows
for the 6-month and 100-year storms, length of bioswales, and length of
trenches
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(cfs) (cfs) Bioswale
Basin No OS-mo 0100 L.F
V1 008 041 180
V2 006 034 134
V3 005 024 120
V4 004 021 68
V5 004 021 68
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Detailed calculations are shown in Appendix II, Calculation Package
Biofiltration capacity was checked for the most severe case, Basin V1,
and was found to provide a total hydraulic retention time of 13 8 minutes
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Analysis of 1 OO-year flood
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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
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All storm drainage facilities for this project have been designed for 1 OO-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
percolation trenches The buildings are connected directly to their percolation
trenches without pretreatment.
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Aesthetic considerations
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Onsite, all storm drainage facilities are buried and are away from public view
On Yelm Avenue and Vancil Road, grassed bioswales will be used for
pretreatment of the stormwater As long as the bioswales are properly
maintained (mowed and cleaned) they should be attractive roadside features
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9 Downstream considerations
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Since all the flow generated on the site and on the roads 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
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10
Covenants, Dedications, and Easements
All stormwater facilities on the site will remain private, with no easement
provisions The East Pad and the West Pad will be required to provide their
own storm drainage facilities and will not be allowed to treat or dispose of their
runoff in the Safeway systems
The stormwater facilities in Yelm Avenue and Vancil Road will be dedicated to
the City of Yelm after inspection and approval
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Homeowner's Articles of Incorporation
Not applicable
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Project Engineer's Certificate
"I hereby state that this Drainage and Erosion/Sediment Control Plan for the
Yelm Safeway Store 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 prepared by me
J Michael Robinson, P E
F DRAINAGE AND EROSION CONTROL REPORT 9
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13
Facility Summary Form
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CITY OF YELM
FACILITY SUMMARY FORM
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Complete one (1) for each facility (detention/retention, coalescing plate filter, etc.) on
the project site Attach 8 % 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' Yelm Ave. E. and Vancil Road
Hearings Examiner Case Number
Development Rev Project No./Bldg. Permit No
Parcel Number
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Part 1 - Proiect Name and Proponent
Project Name: Yelm Safewav (Store No. 1619)
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Project Owner-
Project Contact:
Address:
Phone
Safewav Incorporated
Mitch Johnson. AlA
1121 N.E. 124lh Blvd.. Suite 201, Bellevue. WA 98005
(425)637 -2258
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Project Proponent: (if different)
Address.
Phone
Project Engineer J. Michael Robinson, P.E.
Firm. AHR EnQineers, Inc.. Tacoma. WA
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Phone
(253)922-2332
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Part 2 - Proiect Location
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Section
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Township
17N
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Range
2E
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Names and Addresses of Adiacent Propertv Owners.
SEE LAND USE APPLICATION PACKAGE
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Part 3 - Tvpe of Permit Application
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Type of permit (e 9 , Commercial Bldg)
Commercial Buildinq & Street Improvement
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Other Permits (circle)
DOFM/ HPA
CaE 404
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CaE Wetlands
DOE Dam Safety
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FEMA
Floodplain
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Shoreline Mgmt
Rockery/Retaining Wall
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Encroachment
Grading
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NPDES
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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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WASHDOT WILL REVIEW DRAINAGE ON YELM AVENUE
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Part 4 - Proposed Proiect Description
What stream basin is this project in (e g , Percival, Woodland)
Project Size, acres
Zoning
Onsite
Nisquallv
11.6
C-1
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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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1.7
5.6
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0.8
0.4
7.7
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Part 5 - Pre-Developed Proiect Site Characteristics
Stream through site, y/n
Name
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DNR Type
Type of feature this facility discharges to (i e , lake, stream, intermittent stream, pothole,
roadside ditch, sheetflow to adjacent private property, etc)
GROUNDWATER, VIA PERCOLATION TRENCHES
Swales, Ravines, y/n N
Steep slopes, (steeper than 15%) y/n N
Erosion hazard, y/n N
100 yr Floodplain, y/n N
Lakes or Wetlands, y/n N
Seeps/Springs, y/n N
High Groundwater Table, y/n N
Wellhead Protection or Aquifer Sensitive Area, y/n y
Other.
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Part 6 - Facilitv Description
SYSTEM "A"
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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)
0.65
0.65
0.59
0.06
0.65
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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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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
i ,
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Part 7 - Release to Groundwater
'1
U
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
<\
LJ
11
u
11
F DRAINAGE AND EROSION CONTROL REPORT 13
05/07/98
L.J
n
, J
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98Rl5
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U
Part 6 - Facilitv Description
SYSTEM "8"
n
I '
U
Total Area Tributary to Facility Including Offsite (acres)
Total Onsite Area Tributary to Facility (acres)
Design ImpeNious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
0.65
0.65
0.59
006
0.65
n
LJ
n
\
U
11
U
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
n
U
n
U
n
!
U
n
LJ
1
Outlet type (Enter a one (1) for each type present)
n
\ I
LJ
r:
LJ
Filter
Oil water separator
Single onfice
Multiple orifice
Weir
Spillway
Pump (s)
Other
n
I
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n
U
Part 7 - Release to Groundwater
n
U
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
n
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[I
F DRAINAGE AND EROSION CONTROL REPORT 14
05/07/98
, i
LJ
n
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LJ 98R15
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I Part 6 - Facilitv Description SYSTEM "C"
l.J
(I Total Area Tributary to Facility Including Off site (acres) 0.72
LJ Total Onsite Area Tributary to Facility (acres) 0.72
n Design Impervious Area Tributary to Facility (acres) 0.65
,
LJ Design Landscaped Area Tributary to Facility (acres) 0.07
n Design Total Tributary Area to Facility (acres) 0.72
,
U Enter a one (1) for the type offacility
n Wet pond detention
U Wet pond water surface area, acres
n Dry pond detention
LJ Underground detention
n Infiltration pond
U Dry well infiltration
n Coalescing plate separator
LJ Centrifuge separator
0 Other PERCOLATION TRENCH 1
LJ Outlet type (Enter a one (1) for each type present)
n
U Filter
Oil water separator
n, Single orifice
U
Multiple orifice
n
I Weir
LJ
Spillway
(I Pump (s)
,
U
Other
'I
I
LJ Part 7 - Release to Groundwater
n Design Percolation Rate To Groundwater (if applicable) 10 in/hr
LJ
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,
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F DRAINAGE AND EROSION CONTROL REPORT 15 05/07/98
{I
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98R15
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Part 6 - Facilitv Description
SYSTEM "0"
fI
U
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)
0.72
0.72
0.65
0.07
0.72
n
i
U
n
U
n
U
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
n
I
U
n
,
U
n
u
n
i
U
1
Outlet type (Enter a one (1) for each type present)
n
U
n
I
U
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
fI
LJ
[I
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n
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Part 7 - Release to Groundwater
n
LJ
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
n
J
,11
G
n
,
F DRAINAGE AND EROSION CON1ROL REPORT 16
05/07/98
u
c
98R15
[1
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Part 6 - Facilitv Description
SYSTEM "E"
f'
U
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)
1.09
1.09
0.98
0.11
1.09
n
U
n
, I
U
Enter a one (1) for the type o ffacility'
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
n
I I
U
n
LJ
''l
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n
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1
Outlet type (Enter a one (1) for each type present)
n
U
(I
,
G
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
n
I
U
n
U
n
u
Part 7 - Release to Groundwater
n
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
LJ
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I
U
n
u
n
I
U
F DRAINAGE AND EROSION CONTROL REPORT 17
05/07/98
r
u 98R 15
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LJ Part 6 - Facilitv Description SYSTEM "F"
r Total Area Tributary to Facility Including Offsite (acres) 0.72
l.J
Total Onsite Area Tributary to Facility (acres) 0.72
11 Design Impervious Area Tributary to Facility (acres) 0.65
U Design Landscaped Area Tributary to Facility (acres) 0.07
n Design Total Tributary Area to Facility (acres) 0.72
LJ
Enter a one (1) for the type offacility-
(I Wet pond detention
LJ
Wet pond water surface area, acres
n
I Dry pond detentIOn
LJ
Underground detention
r Infiltration pond
U
Dry well infiltration
r Coalescing plate separator
~
Centrifuge separator
n Other PERCOLATION TRENCH 1
U
Outlet type (Enter a one (1) for each type present)
r
LJ Filter
(1 Oil water separator
LJ Single orifice
(1 Multiple orifice
,
U Weir
r Spillway
U Pump (s)
n Other
U Part 7 - Release to Groundwater
n Design PercolatIon Rate To Groundwater (if applicable) 10 in/hr
I
U
rI
U
n
i
LJ
rI F DRAlNAGE AND EROSION CONTROL REPORT 18 05/07/98
LJ
n
\
LJ 98R15
n
LJ Part 6 - Facilitv Description SYSTEM "G"
n Total Area Tributary to Facility Including Offsite (acres) 0.57
U Total Onsite Area Tributary to Facility (acres) 0.57
n Design Impervious Area Tributary to Facility (acres) 0.51
U Design Landscaped Area Tributary to Facility (acres) 0.06
n Design Total Tributary Area to Facility (acres) 0.57
I I
U Enter a one (1) for the type of facility'
n Wet pond detention
U Wet pond water surface area, acres
n Dry pond detention
U Underground detention
C Infiltration pond
Dry well infiltration
C Coalescing plate separator
Centrifuge separator
n Other PERCOLATION TRENCH 1
l.J Outlet type (Enter a one (1) for each type present)
n
U Filter
Oil water separator
n
U Single orifice
Multiple orifice
,.......,
I Weir
LJ
Spillway
[I Pump (s)
LJ
Other
n
U Part 7 * Release to Groundwater
n Design Percolation Rate To Groundwater (if applicable) 10 in/hr
, I
LJ
n
~
n
U
F DRAINAGE AND EROSION CONTROL REPORT 19 05/07/98
II
U
Il,
LJ
98R15
fI
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LJ
Part 6 - Facilitv Description
LOADING DOCK SYSTEM
n
~
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)
0.17
0.17
0.17
o
0.17
fI
I '
U
n
i :
U
n
I
U
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
n
LJ
n
I
LJ
fI
I
LJ
1
"1
I ,
u
Outlet type (Enter a one (1) for each type present)
n
LJ
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
II
LJ
n
u
fl
U
~
LJ
Part 7 - Release to Groundwater
n
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
u
n
u
n
,
U
n
F DRAINAGE AND EROSION CONTROL REPORT 20
05/07/98
u
r->
LJ
98R 15
Jl
,
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Part 6 - Facilitv Description
BUILDINGS SYSTEM
Jl
I
lJ
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)
1.72
1.72
1.72
o
1.72
n
u
n
U
n
,
U
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
n
LJ
Il
U
n
LJ
fl
U
1
Outlet type (Enter a one (1) for each type present)
11
~
11
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
11
~
u
11
u
11
u
Part 7 - Release to Groundwater
n
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
LJ
n
U
fl
u
F DRAINAGE AND EROSION CONTROL REPORT 21
05/07/98
"
u
(I
LJ
98R15
n
I
U
Part 6 - Facilitv Description
SOUTH ACCESS ROAD *
i
u
Total Area Tributary to Facility Including Offsite (acres)
Total On site 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)
0.40
0.40
0.36
0.04
0.40
n
u
(I
U
(I
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
r:
LJ
n
LJ
(I
LJ
n
LJ
1
LJ
Outlet type (Enter a one (1) for each type present)
n
LJ
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
n
I
l1
(I
l.J
n
LJ
n
LJ
Part 7 - Release to Groundwater
rr
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
u
*
This system is divided into two equal halves for stormwater treatment and
disposal The numbers shown here are for the entire south access road
r'
LJ
rr
LJ
F DRAINAGE AND EROSION CONTROL REPORT 22
05/07/98
rr
L.J
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98R15
n
l.J
Part 6 - Facilitv Description
YELM AVENUE - NORTH SUB-BASIN
n
lJ
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)
0.45
n
0.28
0.17
0.45
LJ
n
U
n
U
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
n
LJ
n
u
n
1.J
11
1
L.J
Outlet type (Enter a one (1) for each type present)
[1
l;
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
11
LJ
11
L.J
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Part 7 - Release to Groundwater
rI
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
u
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,
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II
u
11
F DRAINAGE AND EROSION CONTROL REPORT 23
05/07/98
,
u
II
l.J
98R15
II
u
Part 6 - Facilitv Description
YELM AVENUE - MIDDLE SUB-BASIN
n
I
U
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)
0.45
r1
0.28
0.17
0.45
u
fl
U
II
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
n
LJ
n
LJ
[l
LJ
11
LJ
1
1.J
Outlet type (Enter a one (1) for each type present)
11
f
1.J
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
II
~
II
LJ
11
Spillway
Pump (s)
Other
u
n
LJ
Part 7 - Release to Groundwater
11
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
LJ
n
u
11
l.J
11
F DRAlNAGE AND EROSION CONTROL REPORT 24
05/07/98
u
I'
I
I
LJ
98R15
I'
lJ
Part 6 - Facilitv Description
YELM AVENUE - SOUTH SUB-BASIN
II
I
LJ
Total Area Tributary to Facility Including Offsite (acres)
Total Onsite Area Tributary to Facility (acres)
Design ImpeNious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
0.26
f'
I
LJ
0.14
0.12
0.26
n
LJ
u
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
(1
LJ
n
J
(l
f'
LJ
II
1
u
Outlet type (Enter a one (1) for each type present)
11
u
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
11
I \
lJ
r
I
l.J
11
u
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LJ
Part 7 - Release to Groundwater
Il
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
u
11
l.J
11
,
LJ
F DRAINAGE AND EROSION CONTROL REPORT 25
05/07/98
II
U
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98R15
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Part 6 - Facility Description
VANCIL ROAD - V1 SUB-BASIN
n
\
l.J
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)
0.24
c
0.13
0.11
0.24
!l
U
Il
I
U
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
Il
I
U
'1
LJ
(I
I
U
II
i
l.J
1
Outlet type (Enter a one (1) for each type present)
II
I
LJ
Filter
Oil water separator
Single orifice
Multiple onfice
Weir
Spillway
Pump (s)
Other
n
l.J
r
~
n
\
LJ
n
I
U
Part 7 - Release to Groundwater
n
I ,
LJ
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
n
,
U
Il
LJ
F DRAINAGE AND EROSION CONTROL REPORT 26
05/07/98
n
U
11
~
98R15
f'
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Part 6 - Facilitv Description
VANCIL ROAD - V2 SUB-BASIN
r
I
LJ
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)
0.20
f'
U
0.11
0.09
0.20
r
~
r
LJ
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
r
u
I'
U
[
n
(
U
1
Outlet type (Enter a one (1) for each type present)
f'
l
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
I'
LJ
II
~
(l
I
LJ
n
I
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Part 7 - Release to Groundwater
11
U
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
jl
LJ
11
u
jl
u
F DRAINAGE AND EROSION CONTROL REPORT 27
05/07/98
I'
~
98R15
c
Part 6 - Facilitv Description
VANCIL ROAD - SUB-BASIN V3
r'
U
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
r
i
U
n
I
U
0.08
0.06
0.14
~
i
U
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
J1
I
l.J
(I
u
r
u
n
I
U
1
Outlet type (Enter a one (1) for each type present)
f\
U
n
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
,
LJ
n
I
l.J
(I
LJ
n
I
U
Part 7 - Release to Groundwater
n
LJ
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
n
U
n
l.J
f\
F DRAINAGE AND EROSION CONTROL REPORT 28
05/07/98
u
r'
U
98R15
(I
I
LJ
Part 6 - Facilitv Descriotion
VANCIL ROAD - SUB-BASIN V4
c
c
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)
0.12
n
U
0.07
0.05
0.12
r
u
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
fI
LJ
r'
I
l.J
r
i
l.J
r
U
1
Outlet type (Enter a one (1) for each type present)
11
I
L.J
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
fI
U
r
u
(I
Spillway
Pump (s)
Other
LJ
n
I
u
Part 7 - Release to Groundwater
n
LJ
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
11
LJ
n
u
rl
F DRAINAGE AND EROSION CONTROL REPORT 29
05/07/98
L.J
n
G
98R15
n
U
Part 6 - Facilitv Description
VANCIL ROAD - SUB-BASIN V5
u
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)
0.12
n
I'
LJ
0.07
0.05
0.12
r'
LJ
n
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
fI
LJ
u
n
U
!'
LJ
fI
L.J
1
Outlet type (Enter a one (1) for each type present)
n
I
~
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump (s)
Other
n
l1
!'
l.J
r
U
n
u
Part 7 - Release to Groundwater
11
Design Percolation Rate To Groundwater (if applicable)
10 in/hr
>
,
u
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LJ
n
u
n
u
F DRAINAGE AND EROSION CONlROL REPORT 30
05/07/98
11
!
L.J 98R15
11
I
U 14) Engineer's Estimate
fl A) Onsite systems
I
L.J System "A"
120 LF 6' Oia. Wet tank @ $120/LF = $ 14,400
n 120 LF Type "C" Perc trench @ $75/LF = $ 9,000
U Control/Bypass structure L.S $1,000 = $ 1,000
fl System "B"
LJ 120 LF 6' Oia Wet tank @ $120/LF = $ 14,400
120 LF Type "C" Perc trench @ $75/LF = $ 9,000
n Control/Bypass structure L.S $1,000 = $ 1,000
,
U
System "C"
n 110 LF 7' Oia. Wet tank @ $140/LF = $ 15,400
LJ 130 LF Type "C" Perc trench @ $75/LF = $ 9,750
Control/Bypass structure L.S $1,000 = $ 1,000
(l
, System "0"
L.J
140 LF 6' Oia Wet tank @ $120/LF = $ 16,800
(I 130 LF Type "C" Perc trench @ $75/LF = $ 9,750
I Control/Bypass structure L.S $1,000 = $ 1,000
u
n System "E"
, 140 LF 8' Oia Wet tank @ $160/LF = $ 22,400
u
200 LF Type "C" Perc trench @ $75/LF = $ 15,000
Control/Bypass structure L.S $1,000 = $ 1,000
(I
u System "F"
140 LF 6' Oia Wet tank @ $120/LF = $ 16,800
[l 160 LF Type "B" Perc trench @ $65/LF = $ 10,400
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160 LF Type "A" Perc trench @ $55/LF = $ 8,800
n Control/Bypass structure L.S $1,000 = $ 1,000
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320 LF Type "C" Perc trench @ $75/LF = $ 24,000
(I 3 Ea Type 1 C B @ $500/EA = $ 1,500
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ONSITE TOTAL $255,600
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160 LF bioswale @ $20/LF = $ 3,200
240 LF perc trench @ $30/LF = $ 7,200
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n V3 System
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, 40 LF perc trench @ $40/LF = $ 1.600
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Part liB" Erosion Control Plan
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Flag construction limits in the field
Mark soil stockpile areas and construct silt fences around
perimeter
Flag percolation trench areas to prevent entry of wheeled
vehicles
Strip topsoil and stockpile in designated stockpile areas
Grade site in accordance with site plan.
Begin construction of building and utilities
Excavate trenches for wet tanks to act as temporary percolation
ponds
Construct temporary swales as required to drain on site 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 trench
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 structure if the outlet pipe to the wet
tank has been daylighted in the wet tank trench excavation and
the bypass pipe to the percolation trench has 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 pipe from
the central/bypass structure to the percolation trench shall remain
plugged until paving has been completed
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
Final inspection by project engineer
3
4
5
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10
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F DRAINAGE AND EROSION CONTROL REPORT 33
05/07/98
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Yelm Avenue and Vancil Road
1
2
Flag construction limits in the field
Mark soil stockpile areas and construct silt fence around
perimeter
Install percolation trenches and connection piping between
trenches
Cover all cleanouts, inspection ports, and catch basins, then
backfill to approximate final grade
Grade for road widening and sidewalks Direct runoff to ditch and
bioswale areas
Install curb and gutter, pave roadway, and construct sidewalks
Excavate and seed ditches and bioswales
Raise c1eanouts and catch basins in bioswales to grade Install
catch basin protection measures at all catch basins
Water grassed areas as necessary to promote growth
Maintain until final inspection
3
4
5
6
7
8
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2
Trapping sediment.
The Construction Sequence above outlines the measures required to trap
sediment. Onsite, sediment will be trapped in temporary retention ponds where
the wet tanks will eventually be installed On the road widening areas,
sediments will be trapped in the future ditch and bioswale areas between the
roadway and the sidewalk, then removed when the ditches and bioswales are
completed
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In all soil stockpile areas, silt fences will be installed around the perimeter to
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Permanent Erosion Control and Site Restoration
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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Inspection Sequence
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Onsite (Inspections to be made by AHR project engineer)
1
Flagging for construction limits, percolation trench areas, and soil
stockpiles, prior to excavation
Temporary erosion control facilities for site grading and soil
stockpiles, including excavation of wet tank trenches for
temporary percolation ponds, prior to excavation
Placement of filter fabric, drain rock, perforated pipe, and access
structures for percolation trenches, prior to backfilling
Placement of control/bypass structures and outlet pipes to wet
tank excavations
Placement and backfilling of wet tanks
Placement of catch basin protection facilities
Final inspection
2
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Yelm Avenue and Vancil Road (Inspections to be made by City of Yelm)
1
Flagging for excavation limits and soil stockpile areas, prior to
construction
Placement of silt fences around soil stockpile areas, prior to
excavation
Placement of filter fabric, drain rock, perforated pipe, and access
structures for percolation systems, prior to backfill
Subgrade for curb, gutter, pavement, and sidewalk prior to
paving
Grading, seeding, and temporary erosion control measures for
ditches and bioswales prior to opening percolation trenches to
receive flow
Inspection (after rains) of catch basin protection
Final inspection
2
3
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F DRAINAGE AND EROSION CONTROL REPORT 35
05/07/98
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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 control/bypass structures Measure sediment
depth and clean if more than 0 5' 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
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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'
2
Percolation trench structures Check sediment depth and remove
if greater than 0 5'
Yelm Avenue and Vancil Road
Long-term maintenance will consist of periodic inspection and cleaning
of curb notches, ditches, bioswales, catch basins, and percolation
trenches according to the following schedule
Semi-annual inspections
1
Curb notches Clean out accumulated leaves and sediment,
make sure flow path to ditch or bioswale is clear
Ditches Remove debris and mow grass
Bioswales Remove debns and mow grass Reseed any bare
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across the bottom of the swale, and not concentrated in a narrow
channel
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F DRAINAGE AND EROSION CONTROL REPORT 40
05/07/98
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Catch basins Measure sediment depth and clean if more than
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is not standing in the trench
Annual inspections In addition to semi-annual inspection items also
inspect: Percolation trench structures Check sediment depth and
remove if greater than 0 5'
2
Responsible Maintenance Organization
A)
Onsite
Safeway Incorporated will be responsible for inspection and maintenance of the storm
drainage system
B) Yelm Avenue and Vancil Road
The City of Yelm 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
Mow the grass in the ditches and bioswales twice a year
F DRAINAGE AND EROSION CONTROL REPORT 41
05107/98
APpE.NO\X \
SOlLS REPORi
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GEOTECHNICAL ENGINEERING STUDY
PROPOSED SAFEWA Y
YElM AVENUE EAST
AND VANCil ROAD
YElM, WASHINGTON
E-8092
March 2, 1998
PREPARED FOR
SAFEWAY, INCORPORATED
aymond A. Cog ~
Staff Engineer
....;.i:
LE:{S'f"(~ 111,'ll'U1
Kyle R. Campbell, P.E.
Manager of Geotechnical Services
Earth Consultants, Inc.
1805 - 136th 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 ASFE/
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. parking 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 geotechnical engineering report should 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 adjacent site.
Geotechnical engineers call not accept responsibility for problems
which may develop if they are not 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 bygeo-
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. Nothing can be done to prevent the
unanticipated but steps can be taken to help minimize their
impact For this reason most experienced owners retain their
geotechnical consultants through the 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 geotechnical engineering report whose
adequacy 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 dient 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 without first conferring with the geotechnical
engineer No person should apply this report for any purpose
other than that originally contemplated without first conferring
with the geotechnical engineer
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March 2, 1998
E-8092
Safeway, Incorporated
Seattle Division
P.O Box 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 buiiding 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
n 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 N.E., Suite 201, Bellevue, Washington 98005
Bellevue (425) 643-3780 Seattle (206) 464-1584 Fft:/.. (425) 74-608-60 Tacoma (253) 272-6608
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TABLE OF CONTENTS
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INTRODUCTION
General .
Project Descriotion
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SITE CONDITIONS .
Surface ..
Subsurface . . . . .
Groundwater
Laboratory TestinQ
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DISCUSSION AND RECOMMENDATIONS
General .. . . .. ...... . .. ..
Site Preoaration and General Earthwork .
Foundations ........ .......... ... ......
Hvdrologic Soil Grouo . .. .. . . . . . .
Permanent Retaininq and Foundation Walls
Slab-on-Grade Floors .. ..
Seismic Design Considerations
Site DrainaQe .
Excavations and Slooes
Utilitv Trench Backfill
Pavement Areas
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2
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3
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Additional Services
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APPENDICES
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Appendix A
Appendix B
Field Exploration
laboratory Test Results
;'_ IllUSTRATIONS
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Plate 2
Plate 3
Pia te 4
Vicinity Map
Test Pit Location Plan
Typical Footing Subdrain Detail
Utility Trench Backfill
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Plate A 1
Plates A2 through A 14
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Test Pit logs
Plates B1 through B3
Sieve Analyses
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GEOTECHNICAL ENGINEERING STUDY
PROPOSED SAFEWAY
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
Surface
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
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GEOTECHNICAL ENGINEERING STUDY
Safe way , 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 contp.nt 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.
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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 Preoaration 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 stripped, 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
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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 n 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. Eel 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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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 frictional 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 GrouD
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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Safeway, Incorporated
Seattle Division
March 2, 1998
E-8092
Page 6
Permanent Retaining 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-on-grade floors should be supported on at least one foot of structural fill As mentioned
previously, the native sand and gravel solis 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 (UBe) 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
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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 S2 = 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 cohesion less 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 silt), 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
backfill, 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
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Safeway, Incorporated
Seattle Division
March 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 se.eded 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.
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Safe way , Incorporated
Seattle Division
March 2, 1998
E-8092
Page 9
Pavement Areas
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
the requirements of structural fill described in the" Site Preparation and General Earthwork"
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
use of a geotextile Cement treatment and CKD treatment can also be considered
The following pavement section for lightly-loaded areas can be used
.
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.
n Heavier truck-traffic areas will require thicker sections depending upon site usage, pavement
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Three inches of AC over four and one-half inches of A TB
These pavement thicknesses may be modified based on anticipated traffic loads and
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should conform to WSDOT 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 verify that the earthwork and foundation recommendations have been
properly interpreted and implemented in the design and in the construction specifications
We also recommend that Eel 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 ~he 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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Reference:
Thurston County I Map 21
By Totem Atlas
Dated 1988
Vicinity Map
Proposed Safeway Store
Yelm, Washington
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Date Feb '98 Pro). No. 8092
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4 inch min.
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Wrapped in Drainage
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Slope To Drain
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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.
-~~~~~.
TYPICAL FOOTING SUBDRAIN DETAIL
Proposed Safeway Store
Yelm, Washington
Pro). No. 8092 Drwn. GLS
Date Feb. '98
Checked RAe
Date 2/13/98
Plate 3
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Backfill
Varies
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Varies
Bedding
LEGEND'
Asphalt or Concrete Pavement or Concrete Floor Slab
Base Material or Base Rock
Backfill, Compacted On-Site Sailor 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
_~~2~U:~~~'
TYPICAL UTILITY TRENCH FILL
Proposed Safeway Store
Yelm, Washington
Proj No 8092 Drwn GLS
Date Feb. '98
Checked RAe
Date 2/13/98
Plate 4
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APPENDIX A
FIELD EXPLORATION
E-B092
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
Coarse
Grained
Soils
Gravel
And
Gravelly
Soils
More Than
50'!. Coarse
Fraction
Retained On
No, 4 Sieve
More Than
50% Material
larger Than
No, 200 Sieve
Size
Sand
And
Sandy
Soils
More Than
50% Coarse
Fraction
Passing No, 4
Sieve
Fine
Grained
Soils
Silts
And
Clays
More Than
50% Material
Smaller T~an
No 200 Sieve
Size
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 limi t
less Than 50
liQuid limit
Greater Than
Fill
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TYPICAL DESCRIPTION
Well- Graded Gravels Gravel- Sand
Mixtures Litlle Or No Fines
Poorly - Graded Gravels, Gravel-
Sand Mixtures little Or No Fines
Silly Gravels Gravel- Sand-
Sill 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 - Sill Mixtures
Clayey Sands Sand - Clay Mixtures
Inorganic Sills & Very Fine Sands Rock Flo!.r Silty'
Clayey Fine Sands Clayey Sills wI Slight Plasticity
Inorganic Clays Of low To Medium Plasticity
Gravelly Clays Sandy Clays Silty Clays lean
Organic Silts And Organic
Silly Clays Of low Plasticity
Inorganic Sills, Micaceous Or D'atomaceous FirE
Sand Or Silty SoilS
Inorganic 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
Hillhly 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,
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DUAL SYMBOLS ere used to Indicate borderline soil classification.
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TORVANE READING, tsf
PENETROMETER READING, tsf
MOISTURE, % dry weight
SAMPLER PUSHED
SAMPLE NOT RECOVERED
DRY DENSITY, Ibs. per cubic ft.
UQUID UMIT, %
PLASTIC INDEX
I 2" 0.0. SPLIT SPOON SAMPLER
n 24" 1.0. RING OR SHELBY TUBE SAMPLER
I WATER OBSERVATION WELL
S2 DEPTH OF ENCOUNTERED GROUNDWATER
DURING EXCAVATION
Y SUBSEQUENT GROUNDWATER LEVEL WI DATE
LEGEND
Proj No. 8092 Date Feb.' 98
Plate Al
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Proposed Safeway
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Test Pit No..
TP-1
Ground Surface Elevation:
:1:349'
Surface Conditions: 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
GP
-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,
I Date Feb '98
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate 1\2.
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judgment. They are not necessarily representative of other times and locations, We cannot accept responsibility for the use or interpretation by others of
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Surface Conditions: Depth of Topsoil & Sod 4"- 6". tall grass
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moist
1-
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-
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conditions
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encountered at 8.0 feet during excavation.
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Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A3
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Own. GLS
Checked RAe
Subsurface conditions depicted represent our observations at the time ancllocation of this ellPloratory hole, modified by engineering tests, analysis and
judgment. They are not necessarily representative of other times ancllocations. We cannot accept responsibility for the use or interpretation by others of
infonnation presented on this log,
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Proposed Safeway
Job No. I Logged by'
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1/30/98
Test Pit No.
TP-3
Ground Surface Elevation:
:f:349'
Surface Conditions: Depth of Topsoil & Sod 4"- 6"' tall grass, orchard
Black poorly graded fine to medium SAND with silt and gravel, loose,
moist, trace roots
SP
Ught brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
-becomes medium dense
increasing gravel, 4" to 6" cobbles
51-
-iJroundwater tabel encountered at 8.5'
Test pit terminated at 9.0 feet below existing grade Groundwater table
encountered at 8.5 feet during excavation.
1 Date Feb. '98
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98
I Plate A4
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Project Name:
Proposed Safeway
Job No, 1 Logged by'
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Excavation Contactor'
Five Ball
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1/30/98
Test Pit No..
TP-4
Ground Surface Elevation.
i:3S0'
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
-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
~ Earth Consultants Inc.
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Test Pit Log
Proposed Safeway
Yelm, Washington
H
~ Proj. No. 8092
Own. GLS
Date Feb. '98
Checked RAC
Date 2/11/98
I Plate AS
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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Proposed Safeway
Job No I Logged by'
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Five Ball
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Test Pit No..
TP-5
1/30/98
Ground Surface Elevation:
: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
1-
2-
SP
Ught brown to gray poorly graded fine to medium SAND with gravel,
loose, moist
-
3-
-
4-
-
5-
1---
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Test pit terminated at 8.5 feet below existing grade. No groundwater
encountered during excavation.
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Test Pit Log
Proposed Safeway
Yelm, Washington
H
~ Proj. No. 8092
Own. GLS
I Date Feb. '98
I Plate A6
Checked RAe
Date 2/11/98
n
Subsurface conditions depicted represent our observations at the time and location of this exploratocy hole, mocflfled by engineering tests, analysis and
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Job No I Logged by'
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Notes'
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I Date.
1/30/98
Test Pit No..
TP-6
Ground Surface Elevation:
:t352'
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Test pit terminated at 8 0 feet below existing grade No groundwater
encountered during excavation
Own. GLS
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98
T Plate A7
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H
~ Proj. No. 8092
Date Feb. '98
Checked RAe
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judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
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Proposed Safeway
Yelm, Washington
'1
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Own. GLS
I Date Feb. '98
Date 2/11/98
I Plate AS
Checked RAC
Subsurface conditiOll$ depicted represent our observations at the time and location of this elCpIoratory 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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Proposed Safeway
Job No r Logged by'
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11
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Yelm, Washington
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Own. GLS
I Date Feb. '98
Checked RAC
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judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
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Proposed Safeway
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encountered during excavation
I Date Feb. '98
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A 1 0
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I TTP_100
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1/30/98
Excavation Contactor'
Five Sail
Notes:
W
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~ ~~CleoIogl5ls"~Sdenl\sls
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98
I Plate A 11
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~ Proj. No. 8092
I Date Feb '98
Checked RAe
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.
I'
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Proposed Safeway
Job No. I Logged by'
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I Da~~~0/98
Test Pit No..
TP-11
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I Date Feb '98
Checked RAe
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A 12
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Subsurface conditions depided represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and
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Proposed Safeway
Job No. I Logged by'
8092 RAe
I Sh;et
of
1
I Date:
Test Pit No..
TP-12
1/30/98
Excavation Contactor'
Five Ball
Notes:
Ground Surface Elevation:
:t353'
w
(0")
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Proposed Safeway
Yelm, Washington
I Date 2/11/98 I Plate A 13
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~ Proi. No. 8092
I Date Feb '98
Own. GLS
Checked RAe
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judgment They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of
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Job No. I Logged by'
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Five Sail
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Test Pit No,
TP-13
Ground Surface Elevation,
1:351'
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
1-
-
2-
3-
SP
Light brown poorly graded fine to medium SAND with gravel, loose
-
4-
-
5-
-
6-
-
7-
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8
Test pit terminated at 80 feet below existing grade No groundwater
encountered during excavation
Own. GLS
I Date Feb '98
Test Pit Log
Proposed Safeway
Yelm, Washington
I Date 2/11/98
I Plate A14
N
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lD
_~2~~!~~'
...:l
~ Proj. No. 8092
Checked RAe
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.
o
APPENO\){ B
lP,60f\J\ TOR'( TESTING RESULTS
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DESCRIPTION
Moisture
Content (%1
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DISTRIBUTION
E-8092
Earth Consultants. Inc.
Sateway, Incorporated
Seattle Division
P O. Box 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
Fite, W A 98424-1150
Attention. Mr. Mike Robinson
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CALCULATION PACKAGE
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YELM SAFEWA Y CALCULATION PACKAGE
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A)
Onsite Drainage Systems
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There are 10 separate percolation systems on the storm site The tributary
areas range from 0 17 for the loading dock to 1 72 acres for the buildings
(including the planned expansions) The sub-basins are shown on the Work
Map, Figure C2
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Each basin was analyzed for the six-month storm volume, which is the volume
required for treatment storage The building system does not have a treatment
system
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Each basin was also analyzed for the 100-year 24-hour storm, and the results
were routed through Waterwork's level pool routing program to design the
percolation trenches
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Three basic percolation trench configurations were used
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Type "A"
8' wide x 3' deep x 265 LF, wi 15" dia pipe
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Type "B"
8' wide x 4' deep x 221 LF, wi 15" dia pipe
Type "c"
10' wide x 4' deep x 180 LF, wi 15" dia pipe
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Basin summaries are shown in Figures 1 through 16
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Trench configurations are shown on Plan Sheet 1 of 10
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Percolation trenches were designed by routing the 100-year 24-hour storm
through a storage structure with a percolation outflow rate of 10 inches per hour
(or 6 minutes per inch), and finding the depth (or stage) the water would reach
in the structure Then the depth was divided by 0 3 (the porosity of drain rock),
after deducting the volume of the perforated pipe, to find the depth of drain rock
required The Trapezoidal Pond sub-program in Waterworks was used,
because it accounts for bottom-area percolation automatically To model a
trapezoidal pond as a trench, it was given the same length to width geometry as
a trench, and the side slopes were made vertical
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A summary of the level pool routing operations is shown in Figure 17 The
maximum stage numbers are in terms of an empty trench (without drain rock),
but the adequacy of the standard trench depths can be verified by going
through the steps shown in the paragraph above
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The Type "A" trench was used three times, the Type "B" trench once, and the
Type "e" trench six times (see Onsite System Summary)
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F YELM A VENUE STORM DRAINAGE
05/08/98
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To verify that the 100-year 24-hour storm was indeed the most severe case, we
also analyzed a 100-year 7 -day storm for a typical 1-acre basin The total
volume of the 7-day storm was double the 24-hour storm, but the peak was
much lower (1 90 cfs for the 24-hour and 1 01 cfs for the 7-day storm) The
basins are shown on Figure 18 and the hydrographs are shown in Figure 19
We routed the 7 -day storm through the Type "A" trench and found the peak
stage to be about 15% lower than the 24 hour storm (see Figure 17, Level Pool
Routing Comparison Table) Based on this analysis, we concluded that the 24-
hour storm was the worst case In our experience this is the usual case where
highly impervious areas are concerned
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Onsite System Summary
Sub- Area 06mo 0100 Wet Tank Wet Tank Perc Trench
basin (ac) (cfs) (cfs) Volume Volume & Type
ReqUired CF Provided CF Provided LF
A 065 035 1 35 3495 3400 120 (C)
B 065 035 1 35 3495 3400 120 (C)
C 072 039 1 50 3868 4240 130 (C)
D 072 039 1 50 3868 3960 130 (C)
E 1 09 058 227 5853 7040 200 (C)
F 072 039 1 50 3868 3960 160 (B)
G 057 031 1 19 3062 3140 160 (A)
Dock 017 009 036 936 1130 50 (A)
Bldgs 1 72 1 00 366 0 0 320 (C)
So Road 040 o 19 076 2150 2350 120(A)
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05/08/98
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Basin Summaries, Storage Facilities,
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for Onsite Systems
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I~ESCRIPTION..... .: SUB BASIN 6MONTH
\AREA (acres) . ...: 0.650
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irAINFALL SELECTION: THUR6MO\
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BROWSE DATA
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RAINFALL CHOICES
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ID A&B100H-
SUB BASIN 100YR
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SUMMARY DATA
JEAK HYDROGRAPH TIME: 8.00 hrs
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TOTAL HYDROGRAPH VOL 0.3130 ac-ft
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RAINFALL CHOICES
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TOTAL HYDROGRAPH VOL: 0.0888 ac-ft
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PEAK HYDROGRAPH FLOW: 1.3664 cfs
DOTAL HYDROGRAPH VOL: 0.3467 ac-ft
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3 Weir CCAfficient 9 739
3 OrifIce CoeffIcient 3 782
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TMNMMMi"iMNI'1Ml"IJY1Ml'1JYIMM!1,"'IN1'111l1NI1MNr1M!-1MMJ'IlI1Ml'1NMMI111Z'11"1I1J1J!;1 \
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AHF Englneers~ Ine
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Peak Peak
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.3 100Y~ 7-DAY ON 1 AC
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ID
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100 84
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Volume
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1706
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Analysis of a hypothetical 1-acre basm
to determme if the 100 year 24-hour
storm or the 100 year 7 -day storm is
the worst case event for this project.
Level pool routing information is on
the previous page
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F YELM A VENUE STORM DRAlNAGE
4
05/08/98
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'0 BASIN ID
DESCRIPTION. .....:
'rnjREA (ac re s ) . : . . . . :
AIN PRECIP (1n}..:
YIME INTERVAL(min):
TIME OF CONC (min):
JAINFALL SELECTION:
BSTRACT COEFF ...:
BASE FLOW (cfs}...:
~TORM DUR (hrs)...:
I
-PERVIOUS
_AREA:
IN .
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dAta
Hydrograph
Storage
Discharge
Level pool
INPUT, MODIFY
1@100-24
TYP. 1 AC BASIN
1.000
6.15
15.00
5.00
THUR100Y
0.20
0.000
24.000
1=161Ji.~ 18
OR BROWSE DATA
SBUH HYDROGRAPH
100YR 24HR Peak Factor: 484 00
RAINFALL CHOICES
1. TYPE IA
2. TYPE I
3. TYPE II
4. TYPE IIA
5. TYPE 3
6. USER 1
7. KC 7 DAY
8. CUSTOM
PARCEL
0.100
86.00
acres
IMPERVIOUS PARCEL
AREA: 0 900 acres
CN 98.00
SUMMARY DATA
IIIEAK HYDROGRAPH TIME: 8.00 hrs
~EAK HYDROGRAPH FLOW: 1.8978 cfs
ITOTAL HYDROGRAPH VOL: 0.4815 ac-ft
Ii HOME END F1:Find F2:New F3:Get
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F4:Tc-Calc F5 Delete
F9:Template F10:Exit
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[INPUT, MODIFY OR
~ BASIN ID 1AC7DAY4
IDESCRIPTION.......: TYP. 1 AC BASIN
111REA (acres).... 1.000
JAIN PRECIP (in) 12.00
ITIME INTERVAL(min): 60.00
~IME OF CONC (min): 5.00
r :tAINF ALL SELECTION: 7DY100YR
I~BSTRACT COEFF. ..: 0 20
BASE FLOW (cfs). .: 0.000
I~TORM DUR (hrs). .. 168.000
IPERVIOUS PARCEL IMPERVIOUS PARCEL
r~REA: 0.100 acres AREA: 0.900 acres
l ;:N..: 86.00 CN.. 98.00
(
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)EAK HYDROGRAPH TIME: 78.00 hrs
l,-JEAK HYDROGRAPH FLOW: 1. 0090 cfs
TOTAL HYDROGRAPH VOL: 0.9678 ac-ft
(lHOME END F1:Find F2:New F3:Get
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UFile
Hydrograph
Storage
dAta
SUMMARY DATA
Discharge
Level pool
BROWSE DATA
SBUH HYDROGRAPH
100YR 7-DAY Peak Factor: 484.00
RAINFALL CHOICES
1. TYPE IA
2. TYPE I
3 TYPE II
4 TYPE IIA
5. TYPE 3
6. USER 1
7. KC 7 DAY
8. CUSTOM
F4:Tc-Calc FS Delete
F9:Template F10:Exit
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LEGEND
Hyd Ho. 1
Hyd No. 2
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Ti~e in Hours
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Hyd No.: 1 /00 '1J::A2. I 2.4- ~o <J12...
Rate: 1.90 cfs Time:
Vol: 0.48 Ac-ft Int:
Hyd No.: 2 1-0 <.;) '1e:AR.. I 7 -DA'(
Rate: 1. 01 cfs Time:
Vol: 0.97 Ac-ft Int:
8.00 hr
15.00 min
78.00 hr
60.00 min
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Storage
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Single
Rectangular vault
Trapezoidal basin
Underground pipe
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STORAGE STRUCTURE ID: TRAP7-1
[IName: PERC TRENCH FOR 1.0 AC
Length. . ..... 265.00
rL Length Sslope 1: 0.00
. Length Sslope 2: 0.00
Infiltration Rate..: 6.00
~Starting Elevation.: 100.00
I Max Elev of Basin.: 110.00
'~Stage-Sto Increment: 0.10
Structure Vol (cf) 21200 00
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~ Ac-ft 0 49
Level pool
OPGUP PGDN F3: Get
urrent Data Set Name: \YELM
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Wid th. . . . . . . . . . :
Width Sslope 3:
Width Sslope 4:
(min/in)
F6: Delete
8.00
0.00
0.00
F10: Exit
F'v..u rw: 2.. 0
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YELM AVENUE STORM DRAINAGE
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ROAD
WIDE
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WIDTH
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% TURN LANE
TRAVEL LANE
BIKE LANE
SIDEWALK
STORM
6'
12'
5'
5'
26'
6'
24'
5'
5'
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54'
54'
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SAY 55' TRIB TO BIOSWALES (ADD l' TO IMPERVIOUS)
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NORMAL ROAD TRIB AREAS
PERVIOUS = 26' = 26 SF/LF PERVIOUS (47%) CN = 86
IMPERVIOUS = 55' - 26' = 29' = 29 SF/LF IMPERVIOUS (53%) CN = 98
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WIDE ROAD TRIB AREAS
PERVIOUS = 14' = 14' SF/LF PERVIOUS (25%) CN = 86
IMPERVIOUS = 55' - 14' = 41' = 41' SF/LF IMPERVIOUS (75%) CN = 98
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NORTH BASIN (SEE FIGURE 21)
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LENGTH NORMAL ROAD =
LENGTH WIDE ROAD =
200' (INCL. RELOCATION OF VANCIL)
150'
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NORMAL WIDE
PERVIOUS AREA = (200)(26') + (150)(14') = 7,300 SF
= o 17 AC
IMPERVIOUS AREA = (200)(29') + (150)(41 ') = 11,950SF
= 0.28 AC
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BASIN YAVE6 (6 MO) & YAVEC (100 YR)
Tc = 5 MIN (DEFAULT MINIMUM)
P = 1 79" IN 6 MO
615" IN 100YR
06MO = 0 16 CFS
0100 = 0 80 CFS
PERC TRENCH 240 LF 4' WIDE X 2' DEEP WI 12" DIA PERF
(SEE FIGURES 24 & 25
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F YELM A VENUE STORM DRAINAGE
5
05/08/98
D
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98R15
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NET =
324 CF/LF
-0,78 12" DIA. PIPE
246 CF/LF
MAX STAGE.
Water Area = (4)(0 81) =
c
2.46 CF
030
=
8.20 SF DRAIN ROCK
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4
=
2 05' DEEP SAY 2' DEEP
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CHECK BIOSWALE HYDRAULIC RETENTION TIME (HRT)
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WIDTH = 3'
n = 020
SLOPE = 05%
Q = o 16 CFS (6-MONTH STORM)
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FLOW DEPTH (3" MAXIMUM)
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1,49AR2/3S1/2 (MANNING EQUATION)
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ASSUME WIDE-CHANNEL CONFIGURATION A = yw
R=y
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(1.49)(3y)(y213)J 005
0.16 =
0.20
ll3 = 0101'
y = 0 25' = 3"
OK
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A
=
0.16 CFS = 0,213 FT/SEC = 128 FT/MIN
(3')( 25')
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HRT =
160 LF =
128 fpm
125 MINUTES OK (9 MIN REQUIRED)
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Q
=
o 80 CFS
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DEPTH LAST ITERATION IS SHOWN
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F YELM A VENUE STORM DRAINAGE
6
05/08/98
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BOTTOM WIDTH = 3'
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=
0035 (GRASS FLATTENED BY FLOW)
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CHANNEL SLOPE =
05%
TRY Y = 0 25'
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(1.49)(0.25)(3)(.252/3).J 005
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FREEBOARD AVAILABLE AT UPSTREAM END OF BIOSWALE
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BIOSWALE GRADE 351 00
WATER DEPTH 0,25'
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1 35' OK (1' REO'D)
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2)
MID BASIN (SEE FIGURE 22)
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LENGTH NORMAL ROAD =
LENGTH WIDE ROAD =
200'
150'
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PERVIOUS AREA =
NORMAL WIDE
(200)(26') + (150)(14')
=
7,300 SF
o 17 AC
=
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IMPERVIOUS AREA =
(200)(29') + (150)(41 ')
=
11,950 SF
0.28AC
=
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BASIN YAVE6 (6 MO) & YAVEC (100 YR)
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Tc
P
=
5 MIN (DEFAULT MINIMUM)
1 79" IN 6 MO
6 15" IN 100 YR
=
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06MO =
0100 =
o 16 CFS
o 80 CFS
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PERC TRENCH
4' WIDE X 2' DEEP W/12" DIA. PERF PIPE 240 LF
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BIOSWALE
(SAME AS NORTH BASIN) (SEE FIGURES 24 & 25)
SAME AS NORTH BASIN
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F YELM A VENUE STORM DRAINAGE
7
05/08/98
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3)
SOUTH BASIN (SEE FIGURE 23)
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LENGTH NORMAL ROAD =
LENGTH WIDE ROAD =
200'
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PERVIOUS AREA =
NORMAL WIDE
(200)(26') + 0
=
5,200 SF
012 AC
=
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IMPERVIOUS AREA =
(200)(29') +
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=
5,800 SF
o 14 AC
=
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BASIN YAVE6 (6 MO) & YAVEC (100 YR)
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Tc =
P =
5 MIN (DEFAULT MINIMUM)
1 79" IN 6 MO
6 15" IN 100 YR
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06MO =
0100 =
o 08 CFS
o 45 CFS
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PERC TRENCH
120 LF 4' WIDE X 25' DEEP WI 12" DIA PERF
(SEE FIGURES 24 & 25)
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NET =
392 CF/LF
-0,78 12" DIA. PIPE
3 14 CF/LF
MAX STAGE
WATER AREA = (098)(6) =
(l
3,14 CF
030
=
105 CF DRAIN ROCK/LF
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2 6' USE 2 5' OK
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CHECK BIOSWALE HRT
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(1.49)(3y)(y2/3)'" 005
08 =
0.20
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y5/3 = 051 Y = 0 167 FT/SEC =
10 FT/MIN
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HRT =
120' =
10fpm
12 MIN TOTAL HRT
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F YELM A VENUE STORM DRAlNAGE
8
05/08/98
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98R 15
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Basin Summanes, Storage Facilities,
and Level Pool Routing Summary
for Yelm Avenue Drainage
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9
05/08/98
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iO INPUT, MODIFY OR BROWSE DATA
i . BASIN ID YAVEN~ SBUH HYDROGRAPH
!DESCRIPTION ....... YELM AVE N BASIN, 6MO STORM Peak Factor: 484.00
:rnREA (acres). ....: 0.450 RAINFALL CHOICES
:' lAIN PRECIP (in)..: 1. 79 1. TYPE IA
I~~ME INTERVAL(min): 15.00 2. TYPE I
i'l'IME OF CONC (min): 5.00 3. TYPE II
i~AINFALL SELECTION: THUR6M~ 4. TYPE IIA
I~BSTRACT COEFF...: 0.20 5. TYPE 3
iBASE FLOW (cfs)...: 0.000 6. USER 1
[lTORM DUR (hrs)...: 24 000 ~: ~~S~O~AY
iPERVIOUS PARCEL IMPERVIOUS PARCEL
\~~'rREA: 0.170 acres AREA: 0.280 acres
! IN..: 86 00 CN. . : 98.00
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I SUMMARY DATA
I~~EAK HYDROGRAPH TIME: 7.50 hrs
i EAK HYDROGRAPH FLOW: 0.1624 cfs
TOTAL HYDROGRAPH VOL: 0,0464 ac-ft
l'iHOME END Fl:Find F2:New F3:Get
IJpgup Pgdn F6:Compute F7: F8:Method
dAta
Hydrograph
Storage
Discharge
Level pool
F4:Tc-Calc F5:Delete
F9 Template Fl0:Exit
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Hydrograph
Storage
Discharge
Level pool
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\.-1 BASIN
I DESCRIPTION. . .
11REA (acres).:.:..:
I~AIN PRECIP (In). :
!TIME INTERVAL(min):
r~IME OF CONC (min):
\ ~AINFALL SELECTION:
I~BSTRACT COEFF :
~ASE FLOW (cfs)...:
IjTORM DUR (hrs)...:
IPERVIOUS PARCEL
II'.REA: 0.170 acres
!N 86.00
1-"
(~ SUMMARY DATA
i)EAK HYDROGRAPH TIME: 8.00 hrs
II~EAK HYDROGRAPH FLOW 0.7969 cfs
TOTAL HYDROGRAPH VOL: 0.2025 ac-ft
I(JHOME END Fl:Find F2:New F3:Get
Pgup Pgdn F6:Compute F7: F8:Method
INPUT, MODIFY OR BROWSE DATA
ID YAVENC0e-- SBUH HYDROGRAPH
YELM AVE N BASIN, 100YR STORM Peak Factor: 484 00
0.450 RAINFALL CHOICES
6.15 1 TYPE IA
15.00 2. TYPE I
5 . 00 3. TYPE I I
THUR100Y 4. TYPE IIA
o 20 5. TYPE 3
o 000 6. USER 1
24.000 7. KC 7 DAY
8. CUSTOM
IMPERVIOUS PARCEL
AREA: 0.280 acres
CN.: 98.00
F4:Tc-Calc F5:Delete
F9:Template Fl0:Exit
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Hydrograph
Storage
Discharge
Level pool
~ INPUT, MODIFY OR BROWSE DATA
U BASIN ID YAVEM~ SBUH HYDROGRAPH
DESCRIPTION. .... ..: YELM AVE MID BASIN, 6MO STORM Peak Factor: 484.00
'LnfEA (acres)......: 0.450 RAINFALL CHOICES
, 'AIN PRECIP (in)..: 1. 79 1. TYPE IA
,)IME INTERVAL(min): 15.00 2. TYPE I
!TIME OF CONC (min): 5.00 3. TYPE II
flAINFALL SELECTION: THUR6M~ 4. TYPE IIA
:1 I
LBSTRACT COEFF. ...: 0.20 5. TYPE 3
,BASE FLOW (c f s ) . . . : 0.000 6 USER 1
.','.(C'lTORM DUR (hrs)...: 24 000 7. KC 7 DAY
l 8. CUSTOM
'eERVIOUS PARCEL IMPERVIOUS PARCEL
AREA: 0.170 acres AREA: 0.280 acres
nN..: 86.00 CN.: 9800
U
, SUMMARY DATA
~~EAK HYDROGRAPH TIME:
t !EAK HYDROGRAPH FLOW:
!TOTAL HYDROGRAPH VOL:
I
f~HOME END F1:Find F2
I ~gup Pgdn F6:Compute
[, I
7.50 hrs
0.1624 cfs
0.0464 ac-ft
New F3:Get
F7: F8:Method
F4:Tc-Calc F5:Delete
F9:Template F10:Exit
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i~ INPUT, MODIFY OR
U BASIN ID YAVEMCe-e-
IDESCRIPTION... ...: YELM AVE MID
!-~IR E A (a c res ) .. . . . 0 4 50
I 'AIN PRECIP (in)..: 6. 15
~)IME INTERVAL(min): 15.00
! TIME OF CONC (min): 5 00
IlAINFALL SELECTION: THUR100Y
LIBSTRACT COEFF ..: 0 20
I~ASE FLOW (cfs)...: 0.000
-,TORM DUR (hrs)...: 24.000
I
Lj'J.ERVIOUS PARCEL
~REA: 0.170 acres
. 'N. . : 86.00
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I SUMMARY DATA
rlEAK HYDROGRAPH TIME: 8.00 hrs
IJEAK HYDROGRAPH FLOW: 0.7969 cfs
ITOTAL HYDROGRAPH VOL: 0.2025 ac-ft
ilHOME END F1:Find F2:New F3:Get
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dAta
Hydrograph
Storage
Discharge
Level pool
BROWSE DATA
SBUH HYDROGRAPH
BASIN, 100YR STO Peak Factor: 484.00
RAINFALL CHOICES
1. TYPE IA
2 TYPE I
3 TYPE II
4. TYPE IIA
S. TYPE 3
6. USER 1
7. KC 7 DAY
8. CUSTOM
IMPERVIOUS PARCEL
AREA: 0.280 acres
CN . . : 98 . 00
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U BASIN ID
DESCRIPTION.... ..:
l~~EA (acres).... .:
AIN PRECIP (in)..:
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~IME INTERVAL(min):
TIME OF CONC (min):
GAINFALL SELECTION:
LBSTRACT COEFF ...:
BASE FLOW (cfs)...:
["';ORM OUR (hrs)..
PERVIOUS PARCEL
AREA: 0.120 acres
r I
UN. . : 86.00
INPUT, MODIFY OR BROWSE DATA
YAVES&&e SBUH HYDROGRAPH
YELM AVE S BASIN, 6MO STORM Peak Factor: 484.00
0.260 RAINFALL CHOICES
1.79 1. TYPE IA
15.00 2 TYPE I
5.00 3. TYPE II
THUR6MO'K 4. TYPE IIA
0.20 5. TYPE 3
0.000 6. USER 1
24.000 7. KC 7 DAY
8 CUSTOM
IMPERVIOUS PARCEL
AREA: 0.140 acres
CN..: 98.00
SUMMARY DATA
r--~AK HYDROGRAPH TIME: 7.50 hrs
LEAK HYDROGRAPH FLOW: 0 0847 cfs
TOTAL HYDROGRAPH VOL: 0.0252 ac-ft
~~OME END F1:Find F2:New F3 Get
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Discharge
Level pool
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U BASIN ID
DESCRIPTION....... :
CREA (acres).. .:
~IN PRECIP (in)..:
TIME INTERVAL(min):
r~ME OF CONC (min):
L~INFALL SELECTION:
ABSTRACT COEFF....:
rB1ASE FLOW (cfs)...:
UTORM DUR (hrs)...:
PERVIOUS PARCEL
~REA: 0.120 acres
UN..: 86.00
INPUT, MODIFY OR BROWSE DATA
YAVESC~ SBUH HYDROGRAPH
YELM AVE S BASIN, 100YR STORM Peak Factor: 484.00
o 260 RAINFALL CHOICES
6 . 15 1. TYPE IA
15.00 2 TYPE I
5.00 3. TYPE II
THUR100Y 4. TYPE IIA
0.20 5. TYPE 3
0.000 6. USER 1
24.000 7 KC 7 DAY
8. CUSTOM
IMPERVIOUS PARCEL
AREA: 0.140 acres
CN.: 98.00
n SUMMARY DATA
'lJEAK HYDROGRAPH TIME: 8.00 hrs
~EAK HYDROGRAPH FLOW: 0.4505 cfs
TOTAL HYDROGRAPH VOL: 0.1145 ac-ft
,~HOME END F1:Find F2:New F3:Get
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F4:Tc-Calc FS:Delete
F9:Template F10:Exit
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TRAPEZOIDAL BASIN
STORAGE STRUCTURE ID: YELMAN
o Name: YELM AV N & M PERC TRENCH
Length.... . ... 240.00 Width.. .... .
~ Length Sslope 1: 0.00 Width Sslope 3:
U Length Sslope 2: 0.00 Width Sslope 4:
Infiltration Rate..: 6.00 (min/in)
O Starting Elevation.: 100.00
: Max Elev of Basin. 110.00
Stage-Sto Increment: 0.10
Structure Vol (cf).: 9600 00
Ac-ft. 0 22
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TRAPEZOIDAL BASIN
STORAGE STRUCTURE ID: YELMAS
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Length. . . . . . . . . . :
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Infiltration Rate ..
Starting Elevation.:
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Structure Vol (cf).:
'1 Ac-ft.:
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TRENCH
120.00
0.00
0.00
6 00
100.00
110.00
0.10
4800.00
0.11
Width. ......
Width Sslope 3:
Width Sslope 4:
(min/in)
4.00
0.00
0.00
f\ PGUP PGDN F3: Get
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F6: Delete
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Hydrograph Storage Discharge
AHR Engineers, Inc
Level pool
2
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DESCRIPTION
ROUTING COMPARISON TABLE
MATCH INFLOW STO DIS
PEAK PEAK No. No.
PEAK
STG
PEAK OUT
OUT HYD
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100YR PERC, A TRENCH
SAME,TYPE B TRENCH
o SAME, TYPE
0.00
1.01 TRAP7-1 BOGEY
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1. 90
1. 90
101. 00
101.33
12
13
14
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0, YELMA VE N & M PERC
YELMAVE S PERC
V.ll-.NeIL RD PERC
0.00 0.80 YELMAN BOGEY 100.81 0.31
o 00 0.45 YELMAS BOGEY 100.98 0.17
0-.-00--~--v-A-N-G-I-:b--B-GGE-iL--1-~~
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r1rrent Data Set Name \YELM
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B)
VANCIL ROAD STORM DRAINAGE
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TRAFFIC LANE + CURB
STORM DRAINAGE
SIDEWALK
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IMPERVIOUS AREA =
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TOTAL LENGTH
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17'
18'
-2
40'
18' =
22' =
18 SF/LF (45%) CN = 86
22 SF/LF (55%) CN = 98
880'
S = 1%
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USE THE FOLLOWING SUB-BASINS FROM NORTH TO SOUTH
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V1 = 260'
V2 = 210'
V3 = 150'
V4 = 130'
V5 = 130'
o 107 Ac @ CN = 86,
0087
0062
0053
0053
o 131 Ac @ CN = 98
0106
0076
0067
0067
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BASIN 10 SUMMARY
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NAME
V1
V2
V3
V4
V5
6-MONTH STORM
V1-6MO (0 08 CFS)
V2-6MO (0 06 CFS)
V3-6MO (0 05 CFS)
V4-6MO (0 04 CFS)
V5-6MO (0 04 CFS)
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V1-100(041 CFS)
V2-100 (0 34 CFS)
V3-100 (0,24 CFS)
V4-100 (0,21 CFS)
V5-100 (0,21 CFS)
FIGURE 26
FIGURE 27
FIGURE 28
FIGURE 29
FIGURE 30
TYPICAL VANCIL ROAD PERC TRENCH SECTION 2' DEEP BY 5' WIDE WITH 12"
PERF PIPE. (FIGURES 31 THROUGH 33)
MAXIMUM STAGE ALLOWED IN EQUIVALENT TRAPEZOIDAL POND (TRENCH)
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5
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2,77 CF/LF
3 55 CF/LF
071'
ADJUST TRENCH LENGTH TO ACHIEVE MAXIMUM STAGE OF 0 71' IN
EQUIVALENT TRAPEZOIDAL POND
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05/08/98
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TRENCH LENGTH SUMMARY
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V2
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V4
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120
90
80
40
40
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MAXIMUM STAGE ELEVATIONS FOR EACH TRENCH ARE SHOWN ON THE
VANCIL ROAD LEVEL POOL SUMMARY TABLE (FIGURE 34)
BIOFIL TRA TION - CHECK WORST CASE
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ASSUME ENTIRE FLOW FOR BASIN V1 IS INTRODUCED AT NORTH END
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5 = 01
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Base Q DuratIon
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LOCAL WELL LOGS
Information provided by Washington Department of Ecology
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RECEIVED
FEB 1 8 1998
AHR ENGINEERS
(360) 407-6300
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STATE OF WASHINGTON
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DEPARTMENT OF ECOLOGY
PO 80x 47775 · Olympia, Washington 98504-7775 .
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February 17, 1998
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Dan RIch
AHR EngIneers
1409 54th Avenue East
Tacoma W A 98424
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Dear Mr RIch.
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Thank you for your payment of $6 64 toward copYIng charges of well reports Enclosed are the
requested documents
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Don't hesItate to call me at (360) 407-0290 If you need further InfOrmatIOn,
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SIncerely,
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Debra Hunemuller
Water Resources Program
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02/11/98
22 30
4070284
002
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PER OUR CONVERSATION ON
REQUEST ON ~/1L I'" 'i
, THE COST OF YOUR PUellO
WILL BE $(1 ~ · (,'1
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IF YOU WOULO LIKE YOUR PUBUC REQUEST PROCESSED PlEASE CONFIRM BY
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SIGNING THIS PORTION OF THE FOAM AND FAXING TO THIS OFFICE AT
(380) 407- 02 8'+
" D~
('" Signature
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~___._..._~...-._._._._..._..._._._._._._____._._..._._.___._._..__.___._~,_..._._.___._._._._._._._._..._________._...______._..._._......._..._a
r PLEASE SIGN THIS PORTION OF THE FORM AND RETURN TO THE DEPARTMeNT OF
LJ ECOLOGY ALONG WITH YOUR CHECK.
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REQUEST FOR PUBLIC RECORD
REOUESTOR: PI... complstll fonn and !llJbmlt to .PubJ/c IIlJC(JtrJs 0ffk:fIi" of thil stille agency IdtIntm.d.
TO:. DEPARTMENT OF ECOLOGY DATE OF REQUEST TIME OF REQUeST
~/'d c:t Q
PUBLIC AECOAOS OR INFORMATION REQUESTED
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REQUESTED BY
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REQUESTER READ AND &ION
I underItInd..1t . lid of ~ II prcMded me by
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c:;- .... -.aloIIGt M aIIICIII or pramote Of oppae. .
pr~ .. pIOhUed ~ PDW 42.17 130 nar tOl
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AGENC't PUlUC IWCORDI CWf1CIR ACKNOWI.IDOeMENT 01" AtK:D"f
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me Or1rmal and nrst Copy with
Department ot Ecology
Second Copy - Owner'. Copy
Tb1rd Copy - DrUler'. Copy
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
AppllcaUon No
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(1) OWNER: Name..c.b.ur.c.h,..of....J.,e.s:u.s,..,Cri.st,..L,.....D.6.....S,...... Address..Rt,.....2....B,o.x..,22.8.5.__..ye,lm.,."j~a.",..,..9B.59,7....,.....,............"",
(2) LOCATION OF WELL. County ThlJ.r,~,t.9.p...,....,...,...................,...................,..,........$,?...,..- ,~..,\~ ~....,\. Sec..39,...., T J,.7...N ~~......W.M,
Bearl~ and clJatance !rom eectlon or subctivu;ion corner
o
(3) PROPOSED USE:
Domestic Ii. Industrial 0
1rrlgat1on 0 Test Well 0
Municipal 0
other 0
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(4) TYPE OF WORK: Owner's number of well
(11 more than one)
New well XI Method
Deepened 0
Reconditioned 0
.l............,....
Bored 0
Driven 0
Jetted 0
Dug 0
Cable 0
Rotary III
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(5) DIMENSIONS:
DrUled.J,2.:3.."..i..",...,1t,
Diameter of well ,&,.......... inches,
Depth of completed weU........,12}:-....,.....ft.
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(6) CONSTRUCTION DETAILS:
CasiDg inBtalled: ,6,..._, Dlam.!rom
Threaded 0 ,.._,.,.. D1am. !rom
Welded%) ,__........_.. D1am. from
,0....... 1t, to ..12}... ft,
ft, to ..__......,., ft,
... ft. to _.._........,. ft,
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Perforations: Yea 0 No fil
Type ot per1orator uaed.........._,..,......",..,..",.....,....,.."""......",.....,....,...,.....,..
SID ot per1orationa ,...............,.........,.. in. by ,......,......... In.
_...._'...'_,......, perforatioDII from ,....,....... ft, to ,......,..........,.. ft,
,_..__...,........ perforatioDII!rom ....,..........,.., ft. to ........__.......' ft,
,_._,........ perforatiODll from ...........,........,... tt, to ........._.__..... ft,
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Screens: Yea 0 No ia
Manufacturer'. Name......."..,__...,_.............,...__._...._...,.................."
T7Pe-,-- _._...._.... Model No_._____........
D1am. _......___ Slot au from ,...,....,... ft. to _,..,_.... ft.
Dlam. ._...._..., Slot .l%e ,__ 1ram ft. to ._"-__._ ft.
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Gravel packed. Yes 0 No XI Size ot gravel: .-.-....-.......
Gravel placed from ___.,__..,.............. ft. to .__........_........_, ft.
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Surface seal: Yea il No 0 To what depth? -.29-.......-. tt.
Material uaed in .eal...,.,.Bentoni.te,................,......................__.,....
Did any strata contain unuaable water? Yes 0 No fil
Type at water' _,...._ Depth ot strata...,____,
Metbod at .eal1q strata ot!__......._............,.....,..._...____.,..._
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(7) PUMP: Manufacturer'. Name.._....,......,...,_.,..,_.._____._...._.
T)rpe: _ .._..,_.......__.._,.._....., H.P___.,....
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(8) WATER LEVELS: ~:e~e.:~"1~~~ ....._._._ft.
Static left! __......_.___.~_--1t. below top of well Date.4.--1...~n.._
Artea1aD p~ _....__.u.. per square inch D.te..___.._...._
Artea1aD w.ter 11 controlled by___....___..__...._.___....._._..
(Cap, valve. etc.)
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(9) WELL TESTS:
Drawdown 18 amount water level 11
Icrwered below static level
No III U yea. by wbom? .__......_..,_.____..,
ft, drawdown after hrs.
o
Was a pump teft made? yeti 0
Yield ,al./m1n. with
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Recovery data (Ume taken as zero wben pump turned off) (water level
meuured from well top to water level)
rtme Water' Level J rime WatlM' Level 'Time Wate7' Level
uo......'_" ........__._...... (..........-... ....-....-..I'.....-...h..h .hh...................
-r..........-... '1"....,..,......
I I
,I................
D.te of teat __..................,....,...._................,...._..,
Bailer teat 20 ..,al./m1n. with...,....OO.....ft. drawdown after_..__,J.......hn.
ArtemaD llow___...,___._....,__...,p.m. Date........"....._.____...___..
Temperature of water_.__...,.. Was . chernJc:al analysis made? Yea 0 No II
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(10) WELL LOG:
Formation De~be bV color, character. me of matenal and .tl"Ucture. and
show thiclen.." of aqul!ff. and the lelnd and nature of the mate7'l41 In each
stratum penetrated. WIth at least one ent", fo-r each change of formation,
MATERIAL
FROM
TO
20
1'5
SO
75__,
11.Q__
12
SUrface_~!!a1
Brown sand, Gravel
Hardpan
Sand. Gravel,
Sand Gravel
Sand Gravel
Work Btart~ 4- 14 . 19+1_. ComPleted...._~.l..4... l>>..':f:/...
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...Jg.g~~.QR~.~...W.~J1...~;tJJ;t.~..............,...,...".....h.....
(Penon. firm, or corporation) (Type or priDt)
Address...?.:'.Q.~...~...~~.~9.~...1.e.9..~."...w.~.~..._.9.~~~..................
[Sign~~~~~::..r..~____.
Well DrUler)
.
License No...2.Z3::.02~65QQ............. Date...........u.....5-=lB......, lQu71..
ECY ~'-20
(USE ADDmONAL SHEETS IF NJ:CESSARY)
~:s
b~~a~.;r.,~~Jo~~c;}.;s~ Copy with \V ATER WELL REPORT :\ppl1cation No
Second Copy - Owner's Copy
o :;' :='e:~:P~m...!i.~~4."9~.f.J.,.,............~~~=_:::A:::;::...Il.9"'...5.95.L.;(~.~..;::';859L_mm_mm....
nU (2) LOCATION OF WELL. County Th~,~,~9!L....,..........,.....,......,....,......,.,......,.........,.._ SE;..,~!, ID!....,~!, Sec..3.9..,.., T ;l,7...,N R,..~..,W,M,
Bearmg and distance from section or subdivision corner
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(3) PROPOSED USE: Domestic XX Industrial 0
Irrigation 0 Test Well 0
Municipal 0
Other 0
(4) TYPE OF WORK. 0wner's number of well
(if more than one)
New well JC Method
Deepened 0
Reconditioned 0
o
Dug 0
Cable 0
Rotary ~
Bored 0
Driven 0
Jetted 0
(5) DIMENSIONS.
Drilled......,,~42......,..,...,ft,
6
Diameter of well ....,..' inches,
Depth of completed well....,~3B...,..,.,........ft,
o (6) CONSTRUCTION DETAILS:
Casing installed: Q,..,.,.. Dlam, from
Threaded 0 Dlam. from
Welded IJ: ............' Diam. from
Q.... ft. to
,_..,. ft. to
ft, to
,l3tL ft,
'............ ft,
'.., ft,
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Perforations: Yes 0 No~
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,
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Screens: Yes 0 Non
Manufacturerll Name......"...._...."..,_........"....."....,....._,.."....__...,.,_...,....__""
Type.....,......--..-_...,...._..__......_.... Model No........___.,_......
Diam. ._..._ Slot size _.............. from ,...... ft. to ....,.......,.., ft.
D1am. ''''__'''_' Slot size ,...._.,.... tram ._.... 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: YC3:tJ No 0 To what depth? ....,...gQ............ ft.
Material used in seaL.B,en'ton1.1:.e,..............,....................."................,
Did any strata contain unusable water? Yes 0 No I:l
Type of water?_..__..._.._ Depth of strata......__........_.,........
Method of seal1ng strata ofl........_.........,.....,......,...._..............,...................,
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(7) PUMP: Mantttacturer's Name__..........__..................,_._.___..__....
Type _. _...._..._..____........,...... HP .........,..,._._..,....
r-1 (8) WATER LEVELS: Land-surface elevation
I ' 80 above mean sea leveL '.........]i..;7ii'4.ft.
l.J Static level ,..._.......,.,_.__--ft. below top ot well Date..,.l~L.9L1,..._
Artesian pressure ___--lb.. per square inch Date...._.._.____......._
Artesian water 111 controlled by____..__._.__....__._,_,_._.....
(Cap, valve. etc.)
c
(9) WELL TESTS:
Drawdown 111 amount water level 13
lowered below static level
No I:l If YC3. by Whom? ,_...,...'........................
ft. drawdown after hrs.
Was a pump test made? Yes 0
n Yield: gal./miD. with
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Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time Water Level Time Water Lwei Time Water Level
--......... ..............---...-............................-.. -................-....-...............................
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Date of test
Bailer test,_...,.,40.....gal,/min, with_..21...,......ft. drawdown atter.....,l,......,..hrs.
Artesian flow........__.._,..__..,........._......__..g ,p.m, Date....,12/9I74,.,.,.......,...........,
Temperature of water...........,.,.. Was a chemical analysis made? Yes 0 No ~
(10) WELL LOG'
Fonnation Describe by color, character. size ot 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 faT each change of formation.
MATERIAL
Top so!.~_~__gravel
Gra~l. sand & boulders
Seapage
Hardpan & boulders
Yellow clay & gravel
Boulders. some wa"ter
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FROM
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2
28
29
36
71
TO
2
28
29
~,
7:L_
75
I 75 116 ---
Gravel. clay & boulders
Gravel wa'ter 116 11
Gravel. clay & boulders 111 1'3
Gravel. water 1'31) i l~ ~
Gravel. water 131> 142
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Work startecL_l?L~f___. 19_1~.. ComPleted........~g{91...._....... 197!f"..
WELL DRD..LER'S STATE!1iENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belief.
NAME......~.c;;~~~9.~..~~~.*.n~J..~.~...9.~~.,..."..,......,'
(Person. firm. or corporation) (Type or print)
Address.~.~...9_~...~~.._~~~.~....~.~.:~.~...~!:~...m..~~~..,.....,.,
[Si~~~~~~.~~~~,.,',..,
(Well Driller)
License No.g?2=:Q?.~.5..Q9............... Date...~.~.~..?Q.L, 19 7..~
n s. F No.7356-05-(Rev 4-71)
J
(USE ADDITIONAL SHEETS IF NECESSARY)
==- -::::.
D File Origlnal 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
Application No
D
(1) OWNER: Name..,....Howard..Smi,th ........,..............,...................,..,........ Address..G,eneral ,De,.,.,.....Y,elm~"Wa .,,985,9.7
(2) LOCATION OF WELL. County T11J,n;:,s.,j;.QJL..........,......................,....,.._ ,S,W...I,~ NW,l,,. Sec,..JO,.., T l.7...N R, ..,2E..w,M
Bearing and distance from section or subdivision corner
D (3) PROPOSED USE.
Domestic ~ Industrial 0
Irrigation 0 Test Well 0
Municipal 0
Other 0
(4) TYPE OF WORK.
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Owner's number of well
I if more than one)
New well Kl Method
Deepened 0
Reconditioned 0
..1.."............
Bored 0
Driven 0
Jetted CJ
Dug 0
Cable 0
Rotary Kl
D (5) ~~~~~~I,~~~,:....ft
Diameter of well Q........ inches.
Depth of completed well....,..9.,6...............,.tt.
(6)
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CONSTRUCTION DETAILS:
Casing installed. 6...... Diam, from
Threaded 0 ~i;'.:o.,
Welded IX
.9.fL ft,
ft.
ft,
Q....... ft, to
ft, to
ft, to
Diam. from
Diam. from
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Perforations: Yes 0 No [)C
Type of perforator used..."..,""........,...."'.."...,.........."..,....""....,.."............_..
SIZE of perforations in. by in,
perforations from ,..,..... ft. to it,
perforations from __........,......,.... ft, to _........_............ ft,
perforations from ft, to ._.....,..,........... ft,
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Screens: Yes 0 No cJ:
Manu1acturer's Name....,..,..__,._............................_...._.___....
Type......".............,..-..............__,_.......... Model No......,,__,........
Diam. ,_.....,_.... Slot size _..........,... from ..,............. ft. to _...,........ ft.
Dlam, ......,....,..., Slot size '..,__ from ........... ft. to ,........_ ft.
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Gravel packed: Yes 0 No i!5 Size of gravel: ...__........__.....
Gr&vel placed from ,................,............. it, to ,_..,.........'_................ it,
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Surface seal: Yestl No 0 To what depth? ..18..,....,.., ft.
Material used in seal....,..........,..................""....,..,......,..,..,..,..,.._......_......"....
Did any strata contain unusable water? Yes 0 No 0
Type of water? ,......,......,__.._ Depth of strata,..........._......_......,..
Method of sealing strata o1f...................._........,......_.................,...,..........,....,
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(7)
0(8)
PUMP: Manu1acturer's Nam~t_...-l~C!!~,;J...
Type .............'Bl.sA1.al0..__...._.__............... H.P ..,.....1..............
WATER LEVELS: ;~g~;s:;~esee:.i::~e ................._.ft.
Static level ..3.~L....,................ft. below top of well Date..,.....12:=.1.7.,~_8
O Artesian pressure ........,..,........,.......lbs, per square inch Date..,................_...........
, Artesian water is controlled by ..._,.........................._.........._................
(Cap. valve, etc,)
(9) WELL TESTS.
O Was a pump test made? Yes 0
Yield gal./min, with
Drawdown is amount water level is
lowered below static level
No IN If yes. by whom?
it, drawdown after
'l Recovery data (time ~ken as zero when pump '~urned off) (water level
U measured from well top to water level)
Time Wate~_~=~,~, '..~.i,~.~m.. Water ~:~~,I..L..~~=~..m wate~..~:~..
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.t................
Date of test
O Bailer test.....,QQ....,...gal./min, with,....4'O,......-ft. drawdown after.......J.........hrs,
Artesian Bow -..-.........,....,...,...........,..........r ,p.m. Date.............l~::l.?~.B..2..____"
Temperature of water................ Was a chemical analysis made? Yes 0 No 0
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U <r'y 05()-1 10
(10) WELL LOG:
Formation Describe by color, character size of materiaL and stT"Ucture, and
show thickness of aquifers and the kind and nature of the material In each
stratum penetrated. witn at least one entry for eacn clutnge of formation,
MATERIAL -I FROM t TO
10 12
2 I 8
18 10
_____b.D-__~I
-- -t-1-~-2.Q-
...llQ__--L18
,~3.8~L,
Top soU_~.gI'av~,___
Gravel, clay & boulders
Boulder
Hardpan.&
Seepage &
Hardpan
Seepage, gravel &
boulders
hardpan
r.
..n...,..:
I
'!---'-'
==:: ~.:
"
..l::ll....
-
L_
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,
---r _'0-
f
Work started __.12.~..1.Z
I
. 19....8.5, Completed......,..12,~..1,Z,.......... 19,..,.....8 5
hrs,
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best 01. my knOWledge and belief.
NAME....B.i,cha~ds.o.n ,W.ell...Dr,illing ,C,o.................,
(Person, firm. or corporation) (Type or print)
Add=..f~.Q.~Z~~.4.muu
[Slgn~..... .. .m...... ..,...............~ ~..
Well Driller)
License No..........Q,41.9......_m................ Date.....A~.f.Q....,........,..,' 19........ BE
(USE ADDITIONAL SHEETS IF NECESSARY)
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"-'T'r'" lfr' .....l'1P"\!"'!'l"'
.til r::i\ ni:i..L ...1 i..il-i
\J,,';'I.. :~ d ~~v ~~
Water Rig~~ feimlt Nu.
---------------------------.--.----------------- -.-- ------- -..--- - - -- - -. --------------------------------------------
------------------------------------------------------------- ----------------------------------.---------------------.-----
3tate of ~ashinoton
(l} GWNErt S~~ REed
Address: 15;25 10'3 t~l i~d2. S:.
i:: Iii. t~ash.
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---------------~---------- ------- - .-------------- ._----------- ._--~-----------------------------~-------------------
------------------------------------- - --------------------------------------.---------------------------------------------
..,
T /-,1\" - . -"",
,j I I \.1 1\ /..:-r:::::- wn.
----------------------------------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------.----.----------------------
\3) PRG~OSED USE: Domestic I (10) AEll lOG
::::=::::::=:::::::::::::::::::::=::::::=::===::::::===::=:===1-------------------------------------------------------------
(4) TYPE OF WOR~: New Owner's nUlber uf well 1 KATERIAl 1 FROM I TO
(if lore than one) I--------------------------------------------I-------I--------
Method: Air rotary I Topsoil I 0 I 2
::=:==:::::=:=:=::::=:=::::::::===::=:::::=::::::==::=::::::=:1 I I
(5) DIMENSIONS: Diameter of well: 6 inches I Gravel Yellow II/Slall Buulders 1 2 I 25
Drilled l'tO it. Deptb of cOlpleted well: 140 ft. I I
::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::1 Blue Cemented Gravel I is I 100
(6) CONSTRUCTION DETAILS: I
Casing installed: 6. Dia. frol tl ft. to 13'3 ft.1 Celented, Yellow Sand & Gravel
· Dia. frol ft. to ft. I
· Dia. frol ft. to ft.I Yellow, Sand & Gravel II/Bearing
--------------------------------------------------------I
~erfoiQ;.ons: No I
Type of perforator used: I
Size of perforations: in. by In. I
perforations frol ft. to ft. I
perforations frol It. to ft. I
periorations frol ft. to ft. I
perf ur a bons I rOI ft. to f t. I
--------------------------------------------------------I
Jlfeerl;: No I
----------------------------------------------1
Gravel packed: No Size of gravel.
Sravel placed frol: ft. to ft. I
--------------------------------------------------------I
Surface seal: Yes To what depth: 20 H. 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~dling strata off: I
:=::::::=:::::::::::::::::::::::::::::::::::::::::=:::::::::::1
PUMP: Manufacturers nale: I
Type: Size: H.P.: I WorK Started: ::31'35 Completed: 3/12/'35
:::::==:::=:::::::=::::::::::::::::::::=:::::==:=::=:===:::=::1==:::=::==:=:::::::::::::::::::::::::::::::::::::=::=:===:=::
(8) WATER lEVELS: land-surface elevation above I WELL CONSTRUCTOR CERTIFICATION:
lean sea level: ft. I constructed andlor accept responsibility for
Static level: 60 ft. below top of well Date: 3/12/g51 construction of this well, and its cOlpliance with all
Artesian pressure: Ibs. per sq. in. Date: 1 Washington well construction standards. Materials used
Controlled by: 1 .nd the inforlation reported above are true to the best
::======:::=:::::::=:::::=:::==:::=:=====:=:::::::==::::=:::::1 of IY knowledge and belief.
3) WEll TESTS: Drawdown is alount ~ater I~~el is lowered I
below static water level. 1 NAME: WILLIAMS WEll DRILLINS, INC.
Was a pUlp test lade? No If yes, by whol: I ADDRESS: g57 JacKson Hwy. So. ~
Yield: GPM with ft. drawdown after hrs. I Toledo 'a 8591 Phone: 86
GPM with ft. drawdown after hrs. I - '?' .YJ
nate of test: / I [SignedJ ___~:.. _ ________
Bailer test: SP" w/ ft. dral/duwn after hrs. I neth D. Willialiis
Air test:~O 6PI'I I//stel set at 135 ft. for hrs. Lic 15 o. 1768
Artesiau Ilv~: 3?M Te~p: j CheQical analysis:No I Con. Reg. No. WILlIWD251R3
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(:) LOCATION OF Well: Cuunt..,. '1\& ~.Vif /{)/ 1/~, 1 __ L"'I' 3c\.. :-~
(2a) STREET ADDRESS OF WEll: (or nearest address)
Manufact~rer's nale:
Type:
Dia.
Oia.
Kod. No.
I
ft. I
ft. I
v-::.I
.~I
:::::::,: I
::~1
:"7-
~ -:1
~ -1
S-l
-..::)
-~
=21
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Date: 3/12/95
I 100
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1
-01
IN
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c.'aI
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I""
..,J
140
:x:
rn
~
IT
0;::_
rr
o
"iot sizJ;:
slut size:
~rolll
frOI
ft. to
.: 1. L
i ". l,,0
[File Original and Firs. t Copy with
Department of Ecology
Second Copy - Owner's Copy
'Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
Application No
n (1) OWNER. Narne....Mal.com,.W~,..,BrQwn.....,......,....,................,............,....., Address.....15,p.O'5,~,lQ5.,th",Way.....S.....E.....Y.elm,..Joi.a,......9,8,5,9..7..,......"
Lj2) LOCATION OF WELL. County ,Thu.I:s.ton..........................,...................._SW,......\~ ,Nw.....,',~ Sec...3.0....... T ,ll....N R...2E....W.M,
Bearing and distance from section or subdivision corner
r(3) PROPOSED USE.
U
Domestic 0 X Industrial 0
Irrigation 0 Test Well 0
Municipal 0
Other 0
(4) TYPE OF WORK Owner's number of well
n . (if more than one)
New well ~ Method Dug 0
LJ Deepened 0 Cable 0
Reconditioned 0 Rotary Dc
,~.....................
Bored 0
Driven 0
Jetted 0
[j(5)
0(6)
DIMENSIONS:
Drilled, ..,..,9.,~...........".....ft,
Diameter of well .0..,.., inches.
Depth of completed well....,...9.,J............._..tt.
CONSTRUCTION DETAILS:
Casing installed: ,6,_," Diam. from
Threaded 0 ,..'.., Dtam. from
Welded QJ .. Dtam. from
.0..,.. ft. to .9.1.._ ft,
ft, to ft.
._ ft. to ft,
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Perforations: Yes 0 No ~
Type of perforator uaed................,_....,..,..,.._,......,__"..,....,...."................_.._
SIZE of perforations ,........_..............,.. in. by ,_'............. in,
.-....,.., perfor/ltions from ,_.......... ft. to ft,
.......-.......... perforations from ft. to ,.._................., ft,
...-............., perforations from ft, to ,.......,..,............ ft.
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Screens: Yes 0 No ex
Manu1acturer's Name......_.._.._.......'_.......'..'...._._.........'.......'''____._....
Type-..,--.---..---__...._ Model No....,..._.._..,..
D1am. ___....__ Slot size _.._.......... from ft. to _.....,...__. ft.
D1am, ._..,_._,_.., Slot size ._ from ._, ft. to ,___..._ ft.
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Gravel packed: Yes 0 No e! Size of navel '__'_.........___..
Gravel placed from __...._.__._.__......_ ft. to _......,..._......,........._. ft.
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Surface seal: Yes DC No 0 To what depth? ._...,.,20,.._._ ft.
Material used in seaL...._,.B.ent.oni,te....,...._.........................__._..
Did any strata contain unusable water? Yes 0 No Bl
Type of water? _.___.____ Depth of strata....._._____...
Method at eeal1nc strata ofl_._,_._......__..._...._.._..___........_..._._
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(7) PUMP: Manufacturer's Name_...Iac.U%Zi..ha.a...._,..._._.
08) .WATERType LEVELS'-' is: !i~..____.___.......... H.P _..1..__._,
Land-surface elevation
above mean sea leveL ._._..,_._._..tt.
Static level .----11_.._..._-fi. below top of well Date-....3~.31.9_..._
rA1.rtell1an pressure ____._---1ba. per IlClUAre inch Date.__....,__....__
L I Artesian water ts controlled by----'(caii:. vaivi."';tC.:)',-..__..
(9) WELL TESTS:
CTas a pump test made? Yes 0
jield gal,/mtn. with
Drawdown is amount water level ts
lowered below static level
No BI U yes, by Whom? ,_.............,...,..............
ft. drawdown after hra,
Ull,ecovery data (time :en as zero when pump "turned off) (water level
measured from well top to water level)
Time
wc~~.~_~=~.~..I,..~~~~..... wate~_~=~~..,i....~~=:.... ..:~~~.~..~:~..
r-.........m, '1"..............
.t._-~-------._-~. .1.......__.....__
il
, ,
lJ,um....u
Date of test _.._.....'..'...__...................,...............
Caller test...._..20..,..gal./m1n. with....._,10.......tt, drawdown atter...._.1........-hrs,
lrtes1an flow .--..--...._........__......__g,p.m. Date".......3,~.3.7.9......._..._....__,
:.'~mperature of water ,-,-..._.. Was a chemical analysts made? Yes 0 No llR
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(10) WELL LOG'
Formation Describe by COIOT chaTacteT, size of material and stTUctuTe, and
show thickness of aqu.feTs and the kind and nctuTe of the material in each
stTatum penetTClted, with at least one entTY fOT each change of fonnation,
MATERIAL
-1 FROM I ~
10 ~-
12 ,22,
! 22 ! 48
~~-=
I I
I I
I :
I :
Top sgjJ,.___
HArdpan
SAnn & gravel (wet)
Ssmn (wet)
~;:::~~;::~.;~:~~bT~~lDW'
---
. \ I Ir-- n
..-, r (' ~... 1. \' , -' ,
'.~
r\ -
,
'.
.. ..
-
....-".'
-- .. .. '. "r.
. ,-
..
..,
Work sta.rtecL..~.__..__. 19~9... Completed.__~~.~..__.., 19....7..9-
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.....lU~hards.Qn...w.ell...D.:dll.i~g,..c.Q..,..."..,.....,"",.,..,....,
(Penon. firm. or corporation) (Type or print)
:~~~;~:.:.:.~..-.:
License NO.m2.Z3.~.Q.2~Jt~9.Q............ Date...~,~,~~_.................u. 19 7..9.
(USE ADDITIONAL SHEETS IF NECESSARY)
~s
, I
L:y 050-1.20
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W ATE R W Ell R E P 0 R T Start Card No. 048841
STATE Of WASHINGTON Water Right Perlit Mo.
==================================================================================================================================
(1) llIINER: HaM PAUlEJI R.E. AddrfSs PO lOX 62S YEUI, WA 98597-
==================================================================================================================================
(2) LOCATION or WElL: Couaty TtlETOI ,. SW 114 MY 114 See 30 T 17 M., R 2E lit
(2a) STREET ADDRESS or WEll lor nearest address) 10640 "ILL RI SE YEUK
==================================================================================================================================
(3) PROPOSED USE: _STlt : (10) WELL LOG
=================================================================t----------------------------------------------------------------
(4) TYPE or WORK: Ovner's lulber of veil I Forlation: Describe by color, character, size of aateria}
(If lOre than one) I and structure, and show thickness of aquifers aad the kind
====~~__~~-==============~~~~~~~=~~~====================; :tdl:::tr:n:fe~~~y.~::r~:~hi~h::~: ~~r1~~:atrno:~rlted, vith
(5) OI~NSIOIS: Dialeter of veil 6 inches 1,.---------------------------------------------- -----------------
Drilled 100 ft. Depth of COlpleted well 97 ft. : ftAYERJAl , rROt! I TO
=================================================================: TOPSOIL AMI &RAVEL 0 I 2
(6) COISTRUCTlDN DETAILS: : _AVEl . ClAY 2 : 3'
Cui!!9_!l!shllecl: 6 · Dia. froe 0 ft. to 97 ft.: SILT _VEl . ClAY SEEPA6E 3S I 40
WElIEI · Oia. frOl ft. to ft. : &RAVEl . ClAY 40 : 55
· Oia. froe ft. to ft. : SILT 8RAYEl . _ !lATER 55 :...
___________~------------_--_---------_-------_----_--_---: BllT All &RAVEL 64 : 12
PerforatiOfts: . : .. _VEl . ClAY n I ~
TIpe of perforator used : BILTY BAlli 8RAVElIlATER 90 97
S IE of perforations in. by in.: .. &RAVEL . ClAY 97 100
perforations frOl ft. to ft. :
per foutions frol ft. to ft. :
perforations hOl ft. to ft. l
----------------------------------------------------------t
Screens: I) :
Klnlfleturer's Nile I
Type lIo4el 110. :
Diu. slot size frOl ft. to ft.:
Dhl. slot size hOl ft. to ft.:
----------------------------------------------------------:
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11
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6rlvel packt4: I) Size of gravel
Gunl placed frOl ft. to it.
----------------------~-----------------------------------:
Surflce seal: YES To whIt depth? 18 ft.
It.1terial IMd in seal B011IIITE ClAY I
Did lAY strlta contain un.sible vater? ID :
Type of ,ater? Depth of stuh ft. :
IIethocl of Sellin, stuta off :
=~~~=================================l
(7) PtJIP: ltinuflCtlrer's II. JACUZZI :
Type BUllElSIIlt H.P. 3/4 I
===============================================================a=:
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above .an sea level... ft. I
Static level 29 ft. belov top of well Date 04/15/92 :
Artesiu Pr"Rrf In. per squue inch Date / / I
Artesiu vater cOIltrolle4 ~y :
: York started "114/92 Colpleted 04/15/92
========================a::..:z=-====a=====:a==================.s:=====..........==...:==========...=.z:...==c............===as:==
(9) WillYESTS: Dnvdovn is aMUDt vater leve} is lovered ~elov : YEll COISTROCTOR CERTlrlCATUlh
static level. : I contructe4 aM/or accept res,OIsibility for COl-
Was a pUlp test tade? .. If yes by vhOl? I strletion of this veil, and its c~liance ,ith III
Yield: gal./.ill vitll ft ilravdovn after hu. l Washi",tOl .11 toutrudiOR ltadaris. Rltefilll ,se4
: and the inforaatioa reported above are true to ., ~t
: knovledge Ini belief.
Recovery dlta I
Till! Water Level n. Water Level Tie Water level : IWE IIaIAIIIOIlILl _ILLI.
: (Per I0Il , fira, or corporation) nyp. or print)
(8) WATER lEVElS:
Land-surface elevation
('
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ADDRESS PO~1 27 ~AC IIA
Date of test I I ~
~iler test ga~/.iD. ft. dra,dovn after hu. ISI&lEDl _ d___ ~ ___~_ 'cense No. 2tl7
Air test 40 gal/lln. vi stel set at 93 ft. for 1 hrs.
Artnian flov g.p... Date Contractor's
Telperature of ,ater Was a chelical analysis lade? .. Rf9istration Mo. IICKAUI32I08 Date OS/21/92
====================================================================:c:===========================================================
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WATER WELL REPORT
STATE OF WASHINGTON
--'z';;~...~.............,.. Addres5a....~..Ia,......,
.., , ..t:.d..,.s:...!5.(2....,....!.fI.,.1.~6.'::....e...5:.~p~ N~..~:.
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!U1d First Copy with
of Ecology
,y - Owner's Copy
!I - Driller's Copy
D~=~~~~~~-::::J2
Application No
Permit No
.. .t.......n.......n........~...........
At'#.:. Sec..;J.,c...., T !..7...,N,. R:.4.Ew.M,
DPROPOSED USE.
Municipal 0
Other 0
(10) WELL LOG'
iring and. distance from section or subdivision corner
Domestic ~dustrial 0
Irrigation 0 Test Wen 0
I TYPE OF WORK' Owner's number of well
il . (If more than one)
, New well ~ Method
U Deepened 0
Reconditioned 0
Dug 0 j!9red 0
Cable IV""'" Driven 0
Rotary 0 Jetted 0
C~=~4l~~......,ft,
Diameter of well ,t,....'....-;.7 inches.
Depth of completed well....~,,j!r...,............fi.
-..,CONSTRUCTION DETAILS:
[J Casing installed. ,.J,..,..... Diam. from L.--r.r).., ft, to .i1~.. ft,
Threaded 0 ....., D1am. from ft. to _......,...._. ft.
Welded 0 ,..........., D1am. from ,_ ft. to .__. ft.
n
UPerforations: Yes 0 No w.----
Type ot perforator used_.......,....,..,...,.."...,....,.._.......,..............."....,..............
SIZE ot perforations ,......,_._,.......,........ in, by ....._........_,.._, in.
........_ perforations from ._..,........_....,.., ft. to ,..,........ tt,
'.... perforations from _.............,.....,.. ft. to _....,...._........... it,
,..._,..........., perforations from '.... it, to ._......._.......,.. ft,
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C Screens: Yes 0 No ~
, ManufactUrer's Name.........____.................,.........._,...._......_.._.....__:.,:,..
T3'Pe-.... ____.. Model No.._....___......
Diam. ____.__ Slot size __.___. from ,......,...., ft, to _...._.__ ft.
11 D1am. .__.., Slot size ,...__. from _......__.... ft. to ____._ft.
UGraveI pa~ed: Yes 0 No ~ize ot gravel :"_.__.._.:.._.:..-
Gravel placed from _________ ft. to ___.___.__..:_ ft.
DSurf:~e~:a:;7n r;::..~.~H i T~~~,~~..,.~::~~~~=.~:
Did any strata contain unusable water? Yes 0 No
C Type of water?_........_..____._ Depth Of strata.._.___....:..._...
Method of aeal.ing strata o1!_..._...._.._.._......__..__...-~-_-.
.
PUMP: Manufacturer's Name___,..,....__..__......,...:....._.__....
11 Type .......... H.P_..
Uw ATER LEVELS' Land-surface elevation
. above mean sea level. "-;7-~7}'--ff,
:Ie level .-..:2.:::J. _..ft. below top ot well Date,4:~.-.,--::Jl-
Ulan pressure __...__Jbs, per square inch Date........_.__.._
I Artesian water is controlled by_.._.____,_..................___,_,
(Cap. valve. etc.)
! WELL TESTS:
Cl pump test made? Yes 0
: gal./min. with
Drawdown is amount water level is
l:e~:: =~h~:;~......,..,......."..,............
ft, drawdown after hrs,
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L"ery data (time taken as zero when pump turned off) (water level
leasured from well top to water level)
Ime Water Level I Time Water Level I Time Water Level
['....... ..............._......f.n............ _.m...............,..,................ ........................
. : I I
U'"'''' !............'... r...............
Date of test ,;.J..:.~::k.:~,:7..1.....,.......,.......,'...........-....
ri test.2..~...,.....gal./min, with.....a..........ft, drawdown after,_.:2............hrs.
l...Jian flow ._._...._.....___..............g,p.m. Date.........._..._...................___.._......
lperature of water._........,.... -Was a chemical analysis made? Yes 0 No
n
Fonnation Describe by co!or character size of materia! and structure. and
show thickness of aquifers and the kind and nature of the material in each
stratum penetrated. with at least one entry jor each cnange of formation.
~
Work Nrtect..J:l.=~_ 19':].!].. S;omple~=.~.
WELL DRILLER'S STATEMENT:
~
. 1f~2_7
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge "nd belief.
0< .
NAME..r.:.J..(/.:n.c....c~..~......^.h...D~..kkJ.~.~.'-..'....m..............
(Person. firm. or corporation) (~ or print)
Address.~:2~4.1..#..~.RNiW.....:tl'~.a.~-.#:-:.~.~..#!:-?.~..,..
[Signed] ..d..t....1...~-D.rtiie~)........................................,
'c~nse No.(J../,..6:.J........................ Da~n~..............m...' 1922
(USE ADDITIONAL SHEETS IF NECESSARY)
~3
Lis(}+zo
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Flle Original and First Copy wIth
Department oC Ecology
Seeond Copy - OWner's Copy
Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASBINGTON
Permit No
Application No,
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(1) OWNER: Name.....,Rcb,e,r t,..E,...."G,r ind,e. ..,....,.., ,..,..........., Addrl!88,....~,7.,~,~""~,~,W,~"..,gg,Q!".~g,()....~,:r.,f!.tI1:f!.:r.t.()1;1,J..,....WI1, ..,9.,e,~t
(2) LOCATION OF WELL. County TIun;.s.ton--....,.......,.............................,...- SW..,....l:. .5W.......\:. Sec..1Q,...... T..1.1.,...N R.,2E....W,M
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~~ring and distance from section or subdivi~lon corner
(3) PROPOSED USE:
Domestic 12
Irrigation 0
Industrial 0
Test Well 0
Municipal 0
Other
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(4) TYPE OF WORK. Owner's number oC well
I iC more than one)
New well :ICl Method
Deepened 0
Reconditioned 0
,1,......................
Dug 0 Bored 0
Cable 0 Driven 0
Rotary ex Jetted 0
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(5) DIMENSIONS:
DriIled.......1.9..,............_.ft,
Diameter of well ,.....6....... inches.
Depth of completed weIL..,..Z.9......_.._...ft. Wet sand & aravlId w/brovn
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(6) CONSTRUCTION DETAILS:
Casing installed: ...6,......... Diam. from ....0,........ ft. to ,7,9__ ft.
Threaded 0 ,_" Dtam. from ,...... ft. to ....__ ft.
Welded m ,_" Dtam. from ,........._ ft. to ,_...._ ft.
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Perforations: Yea 0 No ~
Type of perforator uaed.-_.._...........'__...._...._'_.__......
SIZE of pertoraUoDa _...._.._...., in. by ,...._..,..........__ in,
.--..-..,-,....,..,.. perforatioDa from ,............_....., ft. to ._...___.... ft,
-......__ pertora1:loDa tram ...,_,................ ft, to .......,.._'.., ft,
,---.....- pertorat1cma from .__.......... ft, to ....._,__.... ft,
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Screens: Yea 0 No Ii
Manu1ac:turer'. Name- _____
Tnle- __._ Model No,_..
Dtam. _ Slot aze _.._....... from ft. to "_"_ ft.
Dtam. ._.__. SIot.ize ,..._.._ from ....... ft. to ,__ tt.
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Gravel packed: Yea 0 No~ Size of gravel: .___._....
Gravel placed tram ____..._.. ft, to ,........_...._....,__ ft.
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Surface seal: Yes gJ No 0 To what depth? ......,20._._._ tt.
Material UIed in HBL._.Bent.a.n1t,e.......,.._............._..._.._....
Did any atrata contain unuaable water? Yes 0 NoX)
Type of WIIter? _ Depth of .trata....._.__._........
Method of aeal1na strata olf_.,.........._..........................._......,..__.....__,
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(7) PUMP: ManUCacturer'. Name_._..__............,..__,......___._.__
Type .. _._...._.......... H.P__..____
(8) WATER LEVELS: Land-surtace elevation
above mean aa leveL ,.._....___.ft.
Static level ,....-".5._ f't. below top ot well Date...11.~,~.1.9..
Artea1an 'prea.ure "__ lho. per &quare inch Date...._.,...__..._
ArteGan 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 [% If yes, by Whom?
ft. d.rawdown after
W.. a pump test made? Yes 0
Yield: gal./mtn. wtth
o
Recovery data (Urne taken as zero when pump turned olf) (water level
meuured from well top to water level)
u~~=~..... ..~~~~.~_:~.~J..~.~~.~..m wate~_~:~.I.J.u~~=~_... ..:::.~_:~~u
I
'1.--............-...
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,i,...............
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Date of test ..................,_.._...............,........
Baller test.......2D..,....gal./min. wtth...L5....._....tt. d.rawdown atter..L.......,.,....hrII.
Arteaian Bow ,..-.-.....-..---..-!r.P.m. Date.._~f6.29
Temperature of water_............. Was a chem1cal analysis made? Yes 0 No ~
11
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(10) WELL LOG'
o
Formation Descnbe by color, CMf"aCter. nze of material and structure, ane
slw1D thickne" of aqUIfers and the kind and nature of the material in each
stratum penetrated. with at Lecut one entf"ll for each eMn"e of f0rm4tion.
MATERIAL
I :OM
I ~5
I /&Q
TO
:~~:g:; ;' ~;~.;-:~] <lay
~lJlJ
2
::u
7Q
----
- -
I
I
I
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!
- -
k't-(.....17Cn
. - -- - I . -~~
I -
JAN !"} oio men
''-IV
Utr'MlfMENT OF ECO~ {
I
::leu HWESI REG10N~,L n~~ I"!'" :
I
..
I
I
hrs,
Work nanecL.1~L_. 19...29.. CompietecL......ll- 211......_. 19....1.9
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.u..JU~hard.DD...w..l,LnrilliDgu.c.a.u......."..".."...........
(Penon, firm. or corporation) (Type or print)
Ad.......-.l~O~...~...-.9a!l".....-...-.....-
[~Z.uu ....,.........~ I -
(Well Driller) . ..........................,.
License NO...um.22.1~.02~.6.5QOu..... Date..~2~28..u..u........... 19...19.
ECY 050-1.20
(USE ADDITIONAL SHZETS IF NJ:CESSARY)
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File Original and Arst Copy with
Department ot Ecology S
Second Copy - Owner's Copy" \ e.
Third Copy - Driller's Copy ,
(1) OWNER: Name :::. Pel I*"/
STATE OF WASHINGTON
Address
~c.k fie/' 5~
WATER WELL REPORT
Start Card No. W tJ /; b 36 Y
UNIQUE WELL 1.0, 1/ rf( rI I ~/1..
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Water Right Permit No,
o
(2) LOCATION OF WELL County
(28) STREET ADDRESS OF WELL (or nearest address I
..:;;'i.,A/ 1/4 ,v'u/ 1/4 See JO T~N R~ .M
41 ~ "" ~ ;I.. ,
(3) PROPOSED USE.
~ Domestic
o Irrigation
o DeWater
Municipal 0
Other 0
Industrial 0
Test Well 0
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(4) TYPE OF WORK.
Owner's number of well
(If more than one)
New well Jl(
Deepened 0
Reconditioned 0
Bored 0
Driven 0
Jetted 0
fl
U
Abandoned 0
Method: Dug 0
Cabl~
Rotary 0
(5) DIMENSIONS. Diameter of well
inches,
c
Drilled
leet Depth of completed well
(6) CONSTRUCTION DETAILS.
b
yJ1
57 It,
It,
It,
Diam, from r- I
Diam, from
Diam, from
n
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Casing Installed:
Welded X
Uner installe<fEi
Threaded 0
It,to
It, to
It, to
r
u
Perforations: Yes 0
Type of perforator used
SIZE of perforations
perlorations from
perforations from
perforations from
It, to
It,to
It,to
NOJX
in, by
It
U
::=:~N~e No 0111(, ,; ~ c kt:"
Type S ~ ,-"'7 .&.0.
Diam, .-f.L Slot size 3" { 2.
,
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Diam,
Slot size
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Gravel packed: Yes 0
Gravel placed from
No 2J
Size of gravel
ft,to
n
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L}
Surface _I: Yes jil ~ 0 To w9Bt depth? / ;;y
Material used in seal is 'i" Iz, .1I"t1:!..-
Did any strata contain unusable wa18r? Yes 0 No I:X
Type of watBr1 Depth of strata
Method of sealing strata off
n(7)
u PUMP' Manufacturer's Name I
Type: 5c.( ~
u-r:,Ct W5
H, P ..I"L..
r (8)
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WATER LEVELS. Land-surface elevation
above mean sea level
Static level /? It, below top of well
Artesian pressure Ibs, per square inch
Att8sian water is controlled by
It,
Date Ie 'L~-~t.
Date
C (9)
(Cap, valve, ete,)
,~
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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 gaJ./min, with % It, drawdown after A hrs,
,
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Recovery data (time taken as zero when pump turned oll) (water level measured from _II
top to water level)
Time Water Level Time Water Level Time Water Level
'l--
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Data of test
Bailer test -L12... gal./min, with c:;;'O It. drawdown after / hrs,
Airtest gal./min, with stem set at It, for hrs,
Artesian flow g,p.m, Date /' () --2.1- 9 ~
Temperature of water _ Was a chemical analysis made? Yes 0 NO~'
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ECY 050-1-20 (9/93) . . f
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Descnbe by color. character size of material and structure, and show thickness of aqurters
and the kind and nature of the material in each stratum penetrated, wrth at least one entry tor eacl1
change of information.
MATERIAL FROM
<)' G~ ,i r:~ 0'0:" I C.f~ A ",1 /')
(
7~'''c.,h-'1 /.7'7--/.1" ~ ( /57.;<.. ~
TO
2...
.In
It,
7..........,,(F J 6....."'L.( ~~....,.,"-<,~ ~o
?/
7-''''I'',d /~"'e../ 5... c-J1"w<.. 7 ~(" , I
,)n
~ c.!.~" k.. /); i.. t:-..wv-J
" 1
S6
S
r:2
5'2
in.
')J....tJc..~~ ~,"'.IIc,,.f t~~
, I
/;,,-,...1 <;e "J ~ -hi.; r~(../~ ..)(,:>
62
..s-~
It,
It,
It,
,
It,
It.
,-,.
It, -
ft.
Work Started
/1'7-('1
19, Completed
/0 --2.7-
,19~
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
the information reported above are true to my best knowledge and belief
.
NAME
/hFRr.~ f1u""~/' D",~~
( RSCW, FIRM, OR PORATlON) INT)
G~ .IY /1.<'F 0& ,
Ucense No, ,/y~
(WELL ILLER) r
Address
(Signed)
Contractor's
Registra~ 1<' L P.Do ./ /
No, /F1v'lJ 'K7Af) Date //-
/ (USE ADDITIONAL SHEETS IF NECESSARY)
,1976
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 me Oril1Dal and nm Copy wtUl
~rtment of Eeoloey
Seclcmd Copy - Ownerl Copy
Tbird CoO)' - Drlllerl Copy
AppllcaUon No.
WATER WELL REPORT
STATE OF WASBINOTON
Penn.lt No
o (1) OWNER: Name_.,J.,1JP...J;l~,~l.~r.,......,........".."...."...,........___.__.._----..- Addl'Sl,....Rt,a__2..,ao.x...2,8.0Uelm,..."w.a....""9859,7,."...,..,,....--,.......,
(2) LOCATION OF WELL: COlmty,_...__,._._..T.ttu.r.s.~.__._,_,__.____....- .NW_.,_~. .sw.._~. Sec.3Q,_.... TJ.1-N.. R_2E...,W.J4.
Bearl~ and cIiftaDce from lI!ct1on or subd1vlaion comer
o
(3) PROPOSED USE:
Damest1c 1m Industrial 0
IrriaaUoD 0 Test Well 0
MUD1cipal 0
Other 0
o
(4) TYPE OF WORK: ?:-nz:~~ =b~~e~f well,_....J,........____
Ne.. well Xl Method: Dua 0 Bored 0
Deepmed 0 CAble 0 Driven 0
RecoDd1t111D1ld 0 Rotar7 ex Jetted 0
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(5) DIMENSIONS:
DrtDecL.J 0'3 !'t.
Diameter of well _......_,.--6.__ 1Dchel.
Depth of completed welL_1oo f't.
o
(6) CONSTRUCTION DETAD..S:
Cuing iData1led: ,...-6-_" D1am. from _CL.. A- to _..1OCl. ft.
'l'bruded 0 ._" D1am. tram - ft. to _ ft.
We1ded~ ,___'__" Diam. tram ,_____ ft. to __ ft.
Perioratiou: YeI 0 No Ia
T7Pe 01 pertoratoZ' ..-
SID 01 pcforaUtml
pcforaUtml tram
pcforaUtml tram
perforatloDa from
o
n
i
1.J
in. by ___ 111.
ft. to ft.
_ ft. to ... A-
ft. to ft.
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Screeas: Y.. 0 No lID
~INUD"
'1'7P- Model No
os-. _ Slot me _ tram _.__.... ft. to _ A-
Diam. _ Slot I1IiI _ tram __ tt. to _ ft.
Gravel peeked: YeI 0 No at Sise of ~1ve1:
Gravel p1acod tram ft. to _ ft.
Surface seal: YeI QI No a To whit d~th? 20 tt.
Jlaierlal uaed 111 I~Jltl:m1:tdl
DId ID7 mata conta1D llDuaable "Iter? Y.. a No 1%
T7Pe 01 WIItert Depth of strah
MMbad 01 aal1Dc nrata ot!
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(1) ~:Kul~'1 N-_
JAm1~~i ~A.
H.P 1
(8) WATER LEVELS: =--=- .:-r= f't.
n Static lenl 17 f't. below top 01 well Daie...~1-77
U. ArtestaD P~ tho. per lIquare 1Dch Dat<>
AI1iIIiaD ...ter II _trolled b7
(CAP. valve, etc.)
II
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(I) WELL TESTS:
Drawdcnm II amount ..ater level Ia
lowerecl below ltatlc level
No IX If 7". by whom? .
ft. drawdown after
W.. I PIUDP teft made? Ya 0
Yield .a1./JD1D. with
o
a-ve17 data (u.- taken II zero wbeD pump turned oft) (water level
meuured tram ..u top to water level)
..::- _:'~~.j._~~ .:::~~f-.~~~
...:=:: .::=:===::=:::=:C:::::==::: .u:=::=::::::".::::::::::=:: ..._......_::=:::::::
U s.n~::"of telt40 ..c~~ with ~O-tt. drawdowD after 1
AneeWl ftow c.p.m. Date-12-.t-77
1'mDperature of ...ier__....... WII a chemical analyaIa made? YeI a No at
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(10) WELL LOG:
FonnaUon DUCTibe bV colM, charactn Ne of mateTtat cmd rtn&dun. cmd
,how tlUclm... of aquifen and tM 1cI"iid and ftlIftlf'. of the mcIUt'i41 m each
ItTat1.Im ~ed. with at ..at cme mtrv fM each chcmQe of tonnatUm.
MATERIAL
J'ROM
TO
Work IIIarWl 1 :>-1
un. Comp!e~ 12-1
.a.XI
bra.
WELL D~n.' .F.1l'S STATEMENT:
Th18 well was drilled under my jurisdiction and th1a report is
true to the best of my kDowledce and bellef.
NAME...~9.~~.9.P..Jl.!.~_+._J2!";;:~J..~..9.9_L.._..___m....._...__.
(PenoD. 8rm. or corponUon) (1')-pe w IJr1Dt)
hpS.
.....
fey 0!Il>1-20
(USE ADDITIONAL SBD:TS IF NlCCESSARY)
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File Orig & First Copy - Dept of Ecology
Second Copy - OWner; Third Copy - Driller
WATER WELL REPORT
State of Washington
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Start Card No. W089331
(1)
(2)
(2a)
OWNER Name TOM LONGMIRE
Address 16111 143RD AVE
Unique Well 10 1
Water Right Permit No.
SE YELM WA 98597 Page 1 of
NE 1/4 NW 1/4 See 30 T 17 N R 2
LOCATION OF WELL: County THURSTON
STREET ADDRESS OF WELL (or nearest address) 15741 SE MOSMAN ST YELM WA
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inches I
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in I
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ft. I
ft I
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ft I
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ft I
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WATER LEVELS. Surface elev above mean sea level ft I
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hrsl
brsl
hral
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Wtr Lvl.1
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(3) PROPOSED USE DOMESTIC
(4 ) Type of work NEW WELL
Method ROTARY
(5) DIMENSIONS Diameter of well 6
Drilled 150 feet Depth of completed well 150
/I
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(6 )
CONSTRUCTION DETAILS:
Diam. from 0
Diam. from
casing instld 6
Welded X
ft
ft
ft.
Liner
Diam. from
In
l.J
Threaded
Perforations. Yes
No X
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Type of perforator used
Size of perforations in by
perforations from ft to
perforations from ft. to
perforations from ft to
Screens: Yes No X
Manufacturer s Name
Type Model No
Diam Slot size from ft to
Diam Slot size from ft. to
n
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No X
Size of gravel
ft to
Gravel packed. Yes
Gravel placed from
11
Surface seal. Yes X No To what depth? 18
Material used in seal BENTONITE
Did any strata contain unusable water? Yes No X
Type of water? Depth of strata
Method of sealing strata off
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(7)
PUMP. Manufacturer's Name JACUZZI BROS
Type SUBMERSIBLE
H P
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(8)
(10) WELL LOG or DECOMMISSIONING PROCEDURE DESCRIPTION
to 150
to
to
o 75
c
Static level 45 ft. below top of well Date 02/25/97
Artesian pressure lbs. per sq. in Date
Artesian pressure is controlled by
(9)
Pump test made?
gal. /mJ.n with
gal /mJ.n. with
gal. /mJ.n. with
data.
Lvl.
Lvl
Time
By whom?
ft drawdown
ft. drawdown
ft drawdown
WELL TESTS.
Yield 0
Yield 0
Yield 0
after
after
after
h
,
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Recovery
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Time
Time
Wtr
Wtr
n
U
Date of test
Bailer test 0
Airtest 12
gal/mJ.n with ft. drawdown after
gal/min with stem set at 145 ft. for 2
gal/min Date
Was chemJ.cal analysis made? YES
Artesian flow 0
if
U
Temperature of water
f1
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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
From T
0 3
3 20
20 32
32 37
37 45
45 60
60 70
70 78
78 90
90 10
100 11
110 12~
125 14.
140 151
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~ <'1_1
-... ~_I
V1 ~j_1
7- n1-1
CD _I
In 0-1
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Work started 02/21/97
completed 02/25/97
I constructed and/or accept responsibility for construction
thie well, and its compliance with all waehington well cons
ruction standards. Materials used and the information repor
above are true to my best knowledge and belief.
Name RICHARDSON WELL DRILLING
Address P.~ 44427 T WA 98444
- 1/ /
(Signed) /1., ~.
(Well
Contractor's Registration RICBAW'3210B
Based on form ECL 050-1-20 (2/93)..f-1329-
WELL CONSTRUCTOR CERTIl'ICAl'ION.
Lic
No 1547
Date 03/10
by Speed Systeme C,
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File Orig & First Copy - Dept of Ecology
Second Copy - Owner; Third Copy - Driller
Start Card No II' ::-,--....--
Unique Well ID 1 ~
Water Right Permit No p71939
Address 15640 109TH AVE SE YELM WA 98597 ~e-, 1 of
WATER WELL REPORT
State of Washington
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O\'1NER: Name GERRY BROWN
LOCATION OF WELL County THURSTON
STREET ADDRESS OF WELL (or nearest address)
(1)
(2 )
( 2a)
WA
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inches I
ft I
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ft. I
ft I
ft I
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in I
in. I
in I
in. I
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ft I
ft. I
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ft I
I
ft I
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hral
hral
hral
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wtr Lvl I
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hrl
hrs I
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(3)
(4 )
PROPOSED USE
Type of work
Method
DOMESTIC
NEW WELL
ROTARY
n
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Diameter of well 6
feet
(5 )
DIMENSIONS
Drilled 90
Depth of completed well 90
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(6 )
CONSTRUCTION DETAILS
Diam. from 0
Diam.. from
Diam. from
ft
ft
ft
6
to 90
n
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casing instld
Welded X
Liner
Threaded
to
to
Perforations
Yes
No X
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Type of
Size of
perforator used
perforations
perforations
perforations
perforations
to
in
by
ft.
ft
ft
from
from
from
to
to
\l
L1
Yes
No X
Screens
Manufacturer'S Name
n
Type
Diam
Diam
Model No
ft. to
ft to
u
Slot size
Slot size
from
from
n
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No X
Size of gravel
ft to
Gravel packed Yes
Gravel placed from
n
Surface seal Yes X No To what depth? 22
Material used in seal BENTONITE
u
Did any strata contain unusable
Type of water?
Method of sealing strata off
Depth of strata
water? Yes
No X
n
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Manufacturer s Name
(7)
PUMP
Type
o
H.P
[n
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(8 )
WATER LEVELS Surface elev above mean sea level ft
Static level 48 ft below top of well Date 08/22/96
Artesian pressure Ibs per sq in. Date
Artesian pressure is controlled by
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SW 1/4 NW 1/4 See 30 T 17 N R 2
(10) WELL LOG or DECOMMISSIONING PROCEDURE DESCRIPTION
Material
SILTY SAND GRAVEL COBBLES BOUDERS
DOSE GRAVEL SAND COBBLES TAN
GRAVEL SAND COBBLES TAN
GRAVEL SAND TIGHT GREY WATER
GRAVEL SAND COBBLES WATER
I
I From To
I
I 0 28
I 28 40
I 40 70
I 70 76
I 76 I 90
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drawdown after
Pump test made? _
gal /min with
gal /min with
gal./min with
whom?
(9)
By
ft
ft
ft.
n
WELL TESTS
Yield 0
Yield 0
Yield 0
Recovery data
Time Wtr. Lvl
Wtr
drawdown after
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drawdown after
Time
Lvl
Time
n
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n
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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
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Temperature of water
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Work Started 08/20/96
Completed 08/22/96
WELL CONSTRUCTOR CERTIFICATION
I constructed and/or accept responsibility for construction
this well, and its compliance with all Washington well cons'
ruction standards Materials used and the information repor
above are true to my best knowledge and belief
Name RICHARDSON WELL DRILLING
Address P.O Box 44 7 Tacoma WA 98444
() /1
(Signed) ~J. ic No 2246
11 Driller)
Contractor's Registration No RICHAW*3210B Date 09/05
Based on form ECL 050-1-20 (2/93l**f-1329- by Speed Systems CI
Start Card No,Wa I '8 -;t 7
WATER WELL REPORT UNIQUE WELL 1.0,_ ;Y);7Z ;41
STATEOFWASHINGTON'I~Wate[~\~~o. .'
Address /~~ ~.~~K Rei.. ~~~.
n
LFl'e Original and First Copy with
Depertment of Ecology
Second Copy - Owner's Copy
Third Copy - Drlller'a Copy
e(l) OWNER: Name m Fl If 12 j:) ? ~ /V ~
(2) LOCATION OF WELL. County r6"u.e.s~A/
1'(28) STREET ADDRESS OF WELL (or nearest address) /~ ~
L~3) PROPOSED USE.
\ Ie i ~"/'I 'l~"'1 q~,
~ELWJ t-4J~
.:s.L'/4~ 1/4 Sec~ T,.LZLJLN" R.&J..LW.M.
.r"/,*~y ~,./ _<:-E
r"
U4)
~ Domestic
G Irrigation
C DeWater
'""'
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Industrial C
Municipal C
Test Well L...:
Other
TYPE OF WORK.
Owner's number of well
(If more than one)
New well 8
Deepened C
Reconditioned C
Bored C
Driven C
Jetted C
Abandoned C
Method: Dug C
Cable C
Rotary C
CIS) DIMENSIONS:
Drilled
Diameter of well
feet. Depth of completed well
G;;
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Describe by color character size of matenal and structure, and show thicl<ness of aquifers
and the kind and nature of the matenal in each stratum penetrated, wrth at least one entry for each
change of information,
inches,
i
7
TO
It,
i:
LJ6) CONSTRUCTION DETAILS.
Casing Installed: Diam, from It,to It, ,
Welded ~ ~ Diam, from nJ It,to /~5''' It,
Liner installed
n Threaded 0 Diam, from It, to It,
U Perforallons: Yes D Nag
Type of perforator used ,
II SIZE of perforations in, by in,
I perforations from It, to It,
LJ
perforations from It,to It, ~
perforations from It, to It,
I' Screens: Yes D No 6!:l
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Manufacturer's Name
n
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Type
Diem,
Diam,
from
from
Model No,
It, to
It,to
Slot size
Slot size
n
U
Gravel packed: Yes D
Gravel placed from
Size of gravel
It,to
NoD
n
1
U
Surface seal: Yes ~ ,.NO~ To what d~Pth? (~ '
Material used in seal Ji ~~* orE a , 'p.S
Did any strata contain unusable water? Yes D No ~
Type of water? Depth of strata
Method of sealing strata off
[t)
(8)
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PUMP' Manufacturer's Name
Type:
H,P
WATER LEVELS: Land-sur1ace elevation
above mean sea level
~ '7 ' It, below top of well
Ibs, per square Inch
Date
Date
Slatic level
Artesian preSSlJre
Artesian water is controlled by
(Cap, valVe, etc,)
r9)
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WELL TESTS: Drawdown Is amount water Jevel is lowered below static level
Was a pump test made? Yes D No J8. If yes, by whom?
Yield: gaJ./min, with ft. drawdown atter hrs,
n
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Recovery data (time taken as zero when pump turned oW) (water level measured from well
top to water Jevel) ,
Tlme Water Level Tlme Water Level Tlme Water Level
'1
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Date of test
Bailer test _ gal.lmln, with tt, drawdown alter
Alrtest ce gal.lmin, with stem set at J ~ 0 It, for
Artesian flow g,p,m, Date
Temperature of water _ Was a chemical analysis made? ves:fJ
,...
hrs,
I hrs,
Il
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U....' "'Cf'l~ "1"1''''0''\
~.
I
tt,
It,
tt,
tt,
z
':
Work Started
t9, Completed
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
the information reported above are true to my best knowledge and belief,
NAME '<"'2,:U.. O/!./I//AJ "" Ca, :rAP,
:;;;J (PERSON, FIRM, OR CORPOiiiiiIi'ION) [TYPE OR PRINT)
Address?~. 8~~ 81? fn//-hA.J~ I..cn. q,t.JS~:f
(Signed) Q;. --rI. _.....J A...AI r _ License No, ~ ~ 5
~RI~
Contractor's
A".,.,~ . / ~ ~
No, CC.EJf KIIHJffjC.Jt,.O~fi Date - . ....
(USE ADDITIONAL SHEETS IF N CESS~ID')
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Start Card No,
035752
File Originel and First Copy with
Department 01 Ecology
Second Copy-Owner's Copy
Third Copy-Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
Water Right Permit No,
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(1)
OWNER: Name
Da vi d
SOth aVt:: E EdLUrlvillp Wi'!
S c r 0 g g'; n s
Pierce
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(2)
LOCATION OF WELL: County
Mdress 3 4 3 2 0
(2a) STREET ADDDRESS OF WELL (or neareat eddress)
same
_lIo...5...E.--lIo Sec-2S- T,-1..L-N" R~W,M,
Domestic
o Irrigation
o DeWater
Industrisl 0
Test Well 0
Municipal 0
Other 0
(3) PROPOSED USE.
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(4)
TYPE OF WORK. C?-er's number 01 weU
IIf more then one)
Abandoned 0 New well 0 Method:
Deepened 0
Reconditioned 0
Dug 0
Cable 0
Rotary lJ
Bored 0
Driven 0
Jetted 0
n
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Diameter of well
feet, Depth of completed well
6 inches,
q IJ It,
(5) DIMENSIONS:
94
[J
Drilled
(6)
CONSTRUCTION DETAILS.
6
lI,to
It,to
lI,to
79
o
II
Casing In.tat',ed:
Welded ~
Liner instaUed 0
Threaded 0
Oiam, from
Diam, tram
Oiam, from
i
U
Perforation.: Yea NoD
Typa 01 pertorator UHd P V C 4 ~
SIZE 01 pertorellons 4 ~ in, by
4 ~ P V 6ertor.lions from 7 4 It. 10
9'1
II
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pertorations lrom
1t,IO
It,to
n
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Screen.: Ve.
Manulacturer'a Nama
Type
Olam
Irom
from
Model No
It,to
It,to
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I
l.J
Slot .ize
Dlam
Gravel packed: Vea
Size of gravel
11,10
r
,
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Gravel placed from
Surface ..al: ve.p NoD To what depth? 20
Maleria' uaed In ..al h p n t n nit p
Old any strala contain unusable .ater? Vea 0 No 0
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Deplh 01 atral.
Type of _tar?
Method of ..aUng atrala 011
n (7) PUMP: Manulacturer'a Name
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Type:
H,P
(8)
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WATER LEVELS: ~~~~s,::~..:~e;:~n
SIalic leval 2 7 It, below top 01 well Dale
Artaalan pra..ura lb., per aqusre inch Date
Artesian .alet I. conlrolled by
(CaP, '.'ve. .,e,))
WELL TESTS: Drawdown Is alll8!!,nt water level ialowered below atatic level
Wa. a pump teat made? Vea 0 No ~ II yes, by whom?
Vield: gal.l min, with It, drawdown alter hra,
Recovery data (time taken all zero when pump turned off) (water level meaaured
from well top to water level)
Time W.tet L..,el Itm. Wet... L.".t T~me W.t1M'L..,8t
Dale ollest
aailer test 1 '5
1 4 II, drawdown alter
1
gaU min. with
gaUmin. with stem eetal
1I,Ior
Airtest
Arteaisn flow g,p,m, Oete
Temperature 01 water _ WaB a chemicalsnalysis made? Ves 0
NO[]
L1CY050-1'20 (10/87) 1329,
.... 3
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Describe by color characler size 01 material and structure, and ahow
thickness 01 aquilers end the kind and nature oltha material in each stratum penetrated,
with atleaat one entry lor eech chenge 01 inlormation,
...TERlAl TO
It,
It,
II,
in.
It,
It.
It.
~~
,I,,>
It. ~~
It,
'-'
It,
It,
,.-.'
tt,
.19
Work started
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 the information reported above are true to my best
knowledge and belief.
NAME S - K ~~~, ~IRJORQ~~JAtJ.J1 9
(TYPE OR PR'Nn
hrs.
hrs,
Address 3 2 5 19M t n H \J Y E J t 0 r'IV ill e
(Signed)~ ~
(WEll DRillER)
98328
Wa
License No. 1 0 6 G
Contractor's
Reg~}pn
No. -, P II M n * 1 ~ Fi N' Date
A-21-90
19_
(USE ADDITIONAL SHEETS IF NECESSARY)
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File Original and First Copy with
Deoanment of Ecology
SecondCopy-Owner'a Copy
Third Copy-Driller's Copy
WATER WELL REPORT
Start Card No,
005462
STATE OF WASHINGTON
Water Right Permot No,
QR'lQ7
(1) OWNER: Name R i rh::!rrl Ornrlorff
Address. 172L.6-110th AVf'
SF. Vf'lm, W::!
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(2) LOCATION OF WELL County
Thur~tDn
(2a) STREET ADDDRESS OF WEll (or nearest address)
Same
(3)
PROPOSED USE. :c Domestic
C Irrigation
C DeWater
Municipal [J
Other LJ
Industrial C
Test Well C
(4)
WORK. Ownar'a number of well
(of more then one)
New well ~
Deepened 0
Reconditioned 0
Bored 0
Driven 0
Jetted 0
TYPE OF
00050
Abandoned C
Method: Dug 0
Cable CJ
Rotary ex
(5)
DIMENSIONS. Diameter of well
Drilled 107 feet. Depth of completed well
inches,
6
107
(6)
CONSTRUCTION DETAILS.
6
It,to
It,to
It, to
107 It,
o
Casing installed:
Welded KI
Liner installed Ci
T hrea ded "
Dlam, from
Diam, tram
Diem, from
Perforations: Yes U
Type of penoralor uaed
SIZE of pertorations
,......,
NoLX
in, by
pertorationa frOm
per1orationa frOm
It, to
It, to
It, to
Screens: Yes
Manufacturer'a Name
Type
Dlam,
Diam,
from
from
No LX Size of grave'
It,to
Model No,
It,to
It, to
Slot aize
Slot .ize
Gravelpacked: Ve.
Gravel placed frOm
Surface seal: vealil NoD To what depfh? 18
Material uaed in .eel Ben ton! te
Did any atrata contain unusable _ter? Yes D No l]g
Type of water?
Method of sealinQ strata oft
Depth of alrat-
(
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n (7) PUMp. Manufacturer'. Na_
H.P
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I
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II
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II
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Type;
(8)
WATER LEVELS: ;~~.'::~..:::r:::n
Static level 26 tt, below top 01 well Date 11 - 9 - R 7
Aneaian presaure Iba, per aquare inch Date
Ane.ian water i. controlled by
lCap, .alve, lite,))
(9)
WE LL TESTS: Orawdown ia amount water level ia lowered below static level
Wa. a pump teat made? Yea D No lKJ If yea. by whom?
Vield: gal.lmin, with tt, drawdown atter hra,
Recovery data (time taken aa zero when pump turned off) (water level meaaured
tram well top to water level)
Time Water f.evef TII'M Wa.er Lev" Time Waterle-wel
Date 01 test
Bailer teat
Aineat
30
It, drawdown alter
tt, for
1
gal.lmin, with 43
gal.lmin, with at am aet at
11-9-87
Nofi]
Anesian flow g,p,m, Date
Temperature or water _ Waa a chemicalanalyais made? Vea D
ECY050'l'20 (10/87)
1329,
.... 3
~l\~;\ Sec~ L..:LLN., R~W,M
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formatoon; Descrobe by color character aize 01 matarial and structure, and show
thickness of aquilers and the kind and natura at the matenal in each stratum penetrated,
with at ieaat one entry lor each change 01 inlormation,
It,
iotA TERIAL
FROM
TO
It,
It,
in.
It,
It,
It,
-
-
It,
It, :r
~;;Z:
It, >=
It,
It,
Wor1< staned
11-9
.19, Comoleted
11-9
, 19-B.l
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 the information reported above are true to my best
knowledge and belief.
NAME Richardson Well Drilling Co.
<PERSON, FIRM, OR CORPORATION)
(TYPE OR PRINT)
Address
License No,
1424
hra,
(Signed)
Contractor's
Registr.Qttonh
No ~~c_ Aw 3210B
Date
hra,
7-25
19-.88
(USE ADDITIONAL SHEETS IF NECESSARY)
File Originai and First Copy With
Depa,tment of Ecology
Second Copy - Owner's Copy
Third Copy - Driller's Copy STATE OF WASHINGTON Permit No
(1) OWNER: N ame....M:r...~...."P?y,~,..,f'9J,.t,~....,.."..,....,..,...............,..........., Address,..R:t,."....l,J......I.3..9.~,.."t?,?,t5.,',......,XE:.,l..IJl., w.,~,!;!,b...L,.......,............
(2) LOCATION OF WELL: countyrie~e T.t.t.~..r...s.,.t.~...~........,..,...............,..........-50...~t'-<StlA,~A.~'. Sec.."lj:.., T L7,N ~,i.,~.r.
Bearing and distance from section or subdivision corner 5 ~ ::0 J 3 D 1- ~ I "i 6 ,'f!
(3) PROPOSED USE: Domestic XI Industrial 0 MunicipalD (10) WELL LOG'
Irrigation 0 Test Well 0 Other 0 Formation Describe by color, character size oj materia! and stnu:ture, and
show thickness of aquifers and the kind and nature of the materia! in each
stratum penetrated, with at least one entry for each change of formation.
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WATER WELL REPORT
Application No
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(4) TYPE OF WORK. Owner's number of weli
(if more than onel
New well ~ Method
Deepened 0
Reconditioned 0
Bored 0
Driven 0
Jetted 0
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Dug 0
Cable IX
Rotary 0
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(5) DIMENSIONS:
Drilled,......,..76-._,..,.....,ft,
Diameter of well 6.....,.. inches.
Depth of completed weu..76,......................ft,
(6)
CONSTRUCTION DETAILS:
Casing installed.: ,6.....,.. Diam. from
Threaded 0 ' ,......,...., Diam. from
Welded rJ ,...........,.. Diam. from
,0.. ft. to '].6.... ft,
,...._ ft. to _.,...,_......, ft.
'''' ft, to '.....,...... ft,
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Perforations: Yes 0 No ~
Type- of perforator used_...."..........,_.....".....................,........,..........,............
SIZE of perforations __......_......_..., in, by ._.............,...... in.
..__....__ pertorations from _.............._..,.... ft, to ,..............._......, it,
.-....____.. penorat1ons from _......,............... ft. to ...._'......'.......... ft,
...__.._.._~ penorations from .._.......,__.._.. ft, to ......................_. ft,
,
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Screens: Yes 0 No%]
Manufacturer's Name-.....____.____........""_.....___.........._....._._.,.,
~.~__ Slat size ..~::::=::::=:-;;;~ MOde.~..~~~:-~...~.::::=::~..~:
Dlam. __.__, Slot aize _.._....,_. from ft. to '__"....'_ it.
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Gravel p~cked: Yes 0 No IX Size of gravel ._,_....,......__.....
Gravel placed from ___._......_,.... ft. to .............__,__....._ ft.
Surface se8l: 'ye<<x No i To what depth? ".....l.8......... ft.
Material .used in seaL._.....~,g:t. !a,!i!,m~,n.t..,(,J.~,?':l).N..1:ZL '
Did any strata contain unuaable water? Yes JC No 0
TYPe ~ water?lo.w....y; p 1 ti li>epth of strata.4~_.5B..!
Method of ,aea.Ung strata off.JJ.r~Y..e,.,..:thI:u._._......__
(7) PUMP- , .5 e. ~_Y ~
. ,-, . Man~rs..Name..~..-'-.-.._.-_..---.."37.~-r-..
- '- Type ,.... ~::t:- ........ H.P -r'''!:f.- .
n (8) WATER LEVELs. Land-5urfac:e el'evat1on.. --- _
i . . --, -, - -- - above mean H& level. 1 tt.
U StaUflevel. .,. -<I. , -, ,- ~~. ~ top 9,f.;yell ,Date. n7/75 ,
Artea1an preslUl'e ~ . 1~, per square inch Date_..
~water is controutid' by_______
,,',' (CaP. valve, etc.)
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(~)_ ~ _~'!'S:
Was a pump test~' Yes 0
n Yield: .. gal./m1n. with
( '. ,
U
Drawdown is amount. water -level fa
lowered below.stat1c level '
No~ J1 yes, by whom1..__............._........._...,
ft, drawdown after hra.
n Recovery data (time taken as zero when pump turned off) (water level
measured fro~, well top to water. level)
Time Water Le17el Time WateT Leuel I Time Wate1' Lellel
n ................ ........==:::: :::=::::::=::: ...........-..--....',:::::::::::::: ........-...........
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.Iu............_.._ ........................._.....
Date of test .g-:.......'...._........._..'_......'..'........
Bailer test_.___.....gal./min. with_,..._,55,.ft, drawdown atter_......2..,.....hrs,
n Artesian dow.. .....____..,......g.p.m. Date.................._..__....._.................,
U Temperature of water...'-,........, Was a chemical analysis made? Yes 0 No ~
MATERIAL
Gravel, large, loose
Rock, large boulder
Gravel, large, loose
Hardpan. brown
Gravel. medium. loose
Hardpan, brown. sandy
Sand&Gravel Water 12'
Hard an brown
Sand&Gravel Water
Hard an brown
Gravel. water bearing
SWL
12'
SWL
-]
I
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TO
8
10
15
31
31-_
41
44
8
60
64
76
. , 11=:: J
Work atartecU.....L. ,..an...
I
. 197.5_. Completed, ..Z.z....J.an
. 197..5..
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best ot my, knowledge and belief.
RAMLO'S SANDPOINT SERVICE
NAME_.._..mm.......m.....m....................................................,............,.........m...
(Person. firm, or corporation) (Type or print)
2408 Marine View Drive Tacoma
Addressmumm_.............._..........m.............m....m....m.......m.......m....m.......-..
[Signed~~uU....~.....,...........,'
(Well Driller)
License No.....Q.~!!.Q...u.......'..um........ Date..?,Z_...J..~L..........., 19Z.5...
,n s. F No. 7356-0S-(Rev 4-71)
(USE ADDITIONAL SHEETS IF NECESSARY)
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File Original and Firat Copy with
Depanment Of Ecology
Second Copy-Owner's Copy
Third Copy-Driller's Copy
WATER WELL REPORT
# 2
Stan Card No,
We 11
(1) OWNER: Name
STATE OF WASHINGTON
16849 SE 103rd aye
Wa
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Water Right Permit No,
SOJ.n:
Debbie
E
ct
Ye1m
Address
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(2) LOCA TION OF WELL. County T h u r s ton
(2a) STREET ADD DRESS OF WELL (or nearest address) sam e
_v._v. Set: / q
T,--1.IN., R-2LW,M,
[j, Domestic
o Irrigation
::::: DeWater
(3) PROPOSED USE.
Industrial C
Test Well 0
Municipal C
Other 0
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(4)
TYPE OF WORK Owner's number of well
. (if more Ihan one)
Abandoned C New well 00 Method:
Deepened 0
Recondilioned 0
Bored 0
Driven 0
Jetted 0
Dug C
Cable iJ
Rotary/[]
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DIMENSIONS: Diameter of well
6 5 feet, Depth of completed well
(5)
g5
inches,
n
u
Drilled
(6)
CONSTRUCTION DETAILS:
6
It, to
It, to
1t,Io
65
o
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Casing Installed:
Welded tJ
Liner instelled 0
Threaded C
Perforations: Yea 0
NOIXJ
Diam, Irom
Diam, from
Diam, from
n
I
Type of perforetor used
SIZE 01 perforetions
in, by
u
perforation a from
perforations from
perforations trom
Screens: YeaU NokJ
Manufeclurer'a Name
11,10
It. 10
1t,Io
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Type
Dlam,
Diain,
lrom
trom
Model No
1t,Io
1t,Io
SIOI alze
Slol aize
c
Gravel packed: Yaa U No ~ Size of gravel
Gravel placed from It, 10
Surface ..al: ~a ~ No 0 To whal deplh?
Malerial uaed in .arm eta n 1 t e
Did any alrala conlain unuaable waler? Yes 0 No 0
20
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Type of waler?
Melhod 01 aealing strala off
neplh of atrafA
n (7) PUMp. Manufacturer'. Name
I
I
U Type;
H,P
(8)
0
n (9)
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WATER LEVELS: ~~~e~e~~:~..:~er:::n
SIalic level 39ft. below top 01 well Date
Arte.ian preaaure Iba, per aquare inch Dale
Arte.ian weIer la conlrolled by
(CaP. .aIv., .tc.))
WELL TESTS: Orawdown i. amount waler level ia lowered below .Iatic level
Wa. a pump leat made? veaO NOG 'fyea, by whom?
Yield: gal.Jmin, with It, drawdown alter hra.
Recovery date (time taken aa zero when pump lumed off) (water level mea.ured
trom well lop 10 water level)
Time Wa._level Time Water Lev" Time Wa.erlwel
Dale of teal
Bailer leal 10
Airteal
1 1 It, drawdown alter
1 hra,
hra,
gal.l min, wilh
gal.l min, wilh atem .el al
It. lor
Aneaian flow g,p,m, Dale
Temperature of waler _ Waa a chemicalan.'yaia m.de? Yea 0
NfJ
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U ECY050'l'20 (10/87) 1329'
~3
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION
Formation: Deacribe by color character aize of malerial and alructure, end ahow
thickness ot aquifera and the kind and nature of Ihe malerial in each slratum penetreled,
with alleast one enlry for each Change of information,
ft,
MATERIAL i FROM TO
I
Brnwn C:.:Inri $!, nl"'.:I \11'> 1 n I 1h
r,....:IV till J1. nnlllriAl"'C: , {:. I ,1?
B...nwn ,..1.:1\/ JI, nl"'.:I\ll'>l d'" +1'> l'" I
I
~_Ll nnm -" - i ,.,? i
t:1:::
o ...,., I,. ;;' ,.. 1 '" \I 9, n"''''\l1'>1 'd'" +" ... I
A-ln nnm 'J J - l::t: I
C.II
r...."'\J +';11 C.A i t::1:::
~ I --
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It,
It,
II,
in.
It,
II,
It,
-
\1'1__ c=d
It, ~~ ....... ::.c
It, _. 0 rn
"7
:..~ ==4 0
It, Z .1 I m
=:.- -
-
It, -, ~ ....
- - ,-
-- ......
. ,--,
- - -;:;.
It.
Work .Iarted
,., ^,.,
. 19.Q.O.
--
, 1. ~ompleted
" ".
WELL CONSTRUCTOR CERTIFICATION:
I constructed and/or accept responsibility for construction of this wen.
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 S K P cJi!ia,~I~ o~~ g
AddreS8 3 2 5 19M t n H w yEa ton v ill e
(TYPE OR PRINT)
Wa 98228
(Signed)~ ~~licenseNO_ 0240
(WELl DRiLlER
Contractor's
Registration
No $ _ K P U r>1 U * 1 :; b N 1 Dale 8 2 1 . 19-9-0
USE ADDITIONAL SHEETS IF NECESSARY)
n
LJ WATER WELL REPORT StartCardHo. 068652
STATE OF WASHINGTON W.ter Rioht Perlit Ho.
===============================================~====================================================================
~~~=~~~======================~~~~~~~====~=~~=~~~====!~~=~==!~!~:========================================
JrJWELL: County THlISTOlI - SE 1/4 SE 1/4 See 2' T 17 N., R 2E Ii"
)RESS OF WELL (or nearest address) 17443 110TH AVE SE YEL" , ~~' ?? ~
C--r=~sTic=======================================~=(~Oi=WEll=lOS===-==============================================
=================================================:---------------------------------~------------------------------
(K: Ovner's Hutber of veIl : Forlation: Describe by COlor, character, size of laterial
(If lore than one) : and structure, and shov thiCkness of aquifers and the kind
~==========~~~~~~~=~!~=~!~====================l :~dl~:;tr~n~fe~~~ylf~~r~:~hi~h:~~~ ~~rf~~:a~~~~rated, with
Diaaeter of well' inches :------------------------------------------------------------_____
ft. Depth of cOlpleted well 60 ft. : "ATERIAL : FRO" : TO
~rf~j~ilS~~====:=:;:~=:;::=:=====::~=::=::====::~=! ~~~~~~~BOULDERS 1 ~ : ~
· Dia. frol ft. to ft. : BROWN ClAY. &RAVEL COBBLES : 35 50
· Dia. frol ft. to ft. : SAND' &RAVEL SILT WATER : SO 60
~~-'O---------------------------------------------I CLAY, &RAVEL I 60 62
l~~rforator used
per foutions in. by in.
O-~orations frol ft. to ft.
iorations frol ft. to ft.
orations frol ft. to ft.
._-------------------------------------------------,
I
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ft. :
slot size frol ft. to ft.:
~~e:o~~::-------~:~-::si;;-~i~i~~~;i-------------i
--------------------------------------------------1
1: YES To vhat depth? 18 ft. I
QSed in Sfal IElTOIITt CLAY l
lrah conhin unusable vater? III I
w~tlr? Depth of strah ft. :
f sealing strata off :
--------------------------------------------_____.1
~t;~;~;;-~::-~~---------~~;~-~~;-------l
-------------------------_________________________1
--------------------------------------------------.
f'er's Nale
LJ slot size
lbIel Mo.
trOl
ft. to
s: land-surface elevation
II above lean sea level ... ft.
e i 2S ft. below top of veIl Date 11/07/91
,~sure lbs. per square inch Date / I
;er controlled by I I
[l : Work started 11/07/91 eolpleted 11/07/91
U=================================================================================================================
ravdovn is ..ount vater level is lovered belov I WELL CONSTRUCTDR CERTlrlCATIDN:
static level. : I constructed and/or accept responsibil ity for COtl-
it ..de? III If yes by vhOl? : struction of this veIl, and its coapliaacl vith all
Cl./lin vith fl. dravdown after hrs.: Washington veil construction staadards. Katerials used
. : and the infor..tion reported above are true to IY best
: knovledge and belief.
r-~evel Tile Water level Tile Water level
U
MAKE RICHAUSIIC IiU. DRILLI.
(Person, firl, or corporatioa) (Type or print)
est / / ADDRESS fIG ~427 yc ,~
n ga~/lin. ft. dravdown after hrs. [SI6MED] ~~licen5e 10. 1424
~gil/'ln. vi stel set at 54 ft. for 1 hrs.
g.p.I. Dite Contractor's
witer Was a chelical analysis lade? NO Registration No. IICHAM'32108 Date 01/23/92
r~F==============================================:=====:================:=============:====:=======:===============
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F :ie Oru;jirtsl ana Fir!.t Copy with
Oeoanmenl of EC010Qy
Sacond Cooy-Owner'a Copy
Third Copy - Driller's Copy
WATER WELl.::u REPORT
Slart Card No
202758
STATE OF WASHINGTON
, .
Water Righi Permil No,
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(1) OWNER: Name K-T Construction- Tom Morris
!.. ..
Addresa
18115 138th aye Sew Yelm wn
(2)
LOCATION OF WELL. County
Thurston
16525
109th Lane
!4_~ Se<" 29 T~,.R..2.E-W.I
SE Yelrn Wn. 98597
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(2a) STREET ADDDRESS OF WELL (or neareel address)
11
,
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(3) PROPOSED USE. gc Domestic Industrial 0 Municipal 0 (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTIO
c..J Irrigation
c::: DeWater Test Well 0 Other 0 Formalion: Oeacrlbe by colo< character size 01 malerial and alructure, and aI><
thickne88 of aquifera and the kind and nelure ollhe malerial in each 81ratum p_rate
(4) TYPE OF WORK. <?wner'a nUmOer of well with at leasl one entry for each chanoe of informalion,
(,f more than one) IIA TERIAL FROM I TO
Abandoned [j New well Xl Method: Dug 0 Bored 0 ~;:!nn & Lc:l.v~l 10 I 4
Deepened - Cable 0 Driven 0 Brown
'-'
Reconditioned 0 Rotary Qc Jetted 0 Brown sand aravel clay I I
DIMENSIONS: 6 & boulders i 4 ! 51
(5) Diameter of well inches,
110 110 Brown silty sand aravel i ,
Drilled feet. Depth ot completed well It,
and boulders some Cla.v I c)l 96
(6) CONSTRUCTION DETAILS. sand & aravel loT;:! ~,p r
Casing installed: 6 Diam, tram 1+ It,to 110 It, 15aDrn I 96 111
Welded x: Diam, from 1t,IO It, i !
Liner Installed ~
Thresded Oiam, from It, to It,
PerforaUons: YesL..; NO~ ! I
I
i ,
Type of pertoralor used I
SIZE Of pertorations ,", by in. I
pertoralions from It, to It,
pertorations from ft,IO It, I
perforations from tt,lo It,
Screens: Yes L.J NoKJ
"'anufacturer's Name
Type "'odel No, I
Diam, Slot size from 1t,Io It, , I
Diam, Slot size from It, to It, I
Gravel packed: YesU No ~ Size 01 gravel I
Gravel placed from 1t,Io It, i
Surface ..al: YeaCi NoD To what depth? 20 It,
"'alerial used in seal bentonite
Did any atrata conlain unuaeble water? YesD NoD
Type ot water? Ilepth of 81rat.
.....thod of ..aling IIrata off
(7) PUMP: "'anutacturer'a Nama
Type: H,P
(8) WATER LEVELS: Land.aurface elevation
above m..n ..a lev.l It,
Static '.vel 53 It, below top of well Date
Arte.ian preuure Iba. per BCldr. inch Oat.
Art.sian wal.r ia controlled by <Cap. ......, .tc.))
Wort< atarted Q, ,1.d ,Q? ,19, ComoIeted 0, 1 t:.O? .19-
(9) WELL TESTS: Drawdown ia amount waler level Is lowered below sialic level
Was a pump lest made? Yea D No [Z If yas, by whom? WELL CONSTRUCTOR CERTIFICATION:
Yield: \lal.! min, WIth It, drawdown alter hrs,
- ._"-- ------------- ,- I constructed and/or accept responsibility lor construction 01 this well,
and its compliance with all Washington well construction standards,
- - --.--- - ------- Materials used and the information reported above are true to my best
Recovery oat a (lime laken as zero when pump lurned off) (waler level messured knowledge and belief,
from well 100 t" water level)
. me Water le\lel Time Wale' lev.. Time Waler level
NAME S-K Pl~~ h. Dr; 1 1; ng
---- (PE , FIRM, OR CORPORATlON) (TYPE OR PRINT]
Address '1?C:;lQ Mtn Hwy ECltonville Tt.Tn,
Date of lest (Signed) ~ ~
J c:; 27 License No, 1065
Bailer lesl gaUmin, with It, drawdown alter 1 hrs, lWEU ORlLLER)
Contractor's
Airtest \laU min, with stem sel al It, fo< hrs, Registration
Artesian Iiow \l,p,m, Date No. Date 19_
T emperalure of waler _ Waa a chemical analysis made? Yes D NOCX S-KPUMD*136N1 8-21-93
(USE ADDITIONAL SHEETS IF NECESSARY)
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ECYC'S0.' 20 (1087) 1329-
.-e-. J
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n File Ori!!1nal and ~'irst Copy with
U Department of Ecology
Second Copy - Owner's Copy
Third Copy - Driller's Copy
Applicauon No 004.761
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
n (1) OWNER. Name,..~J:)P,~e... .~~~,
U (2) LOCATION OF WELL. County
".. .....,..".."......,~,~~~...,...... Address,....:L.,9.~4,2"_?~,...:L..Q)t~_..~y.~"9,~....;,,Xe.~,,:w.~,,..9.t3.5.9..7".
Thurston . i 11 I" 29 17 2E
,......,.......,...,.................,,'....McX-eDrla'..Irrr:gaUcflifract'T ""N R........,....W,M,
Beanng and distance from section or subciiv",on earner
n (3) PROPOSED USE:
U
Municipal 0
Other 0
Domestic ~ Industrial 0
Irrigation 0 Test Well 0
Owner's number of well
(if more tnan one)
New well ~ Method Dug 0 Bored 0
Deepened 0 Cable 0 Driven 0
RecondiUoned 0 Rotary:tX Jetted 0
Diameter of well 6.,...., inches.
Depth of completed weu....,..,..,...16..,........1t.
n (4) TYPE OF WORK.
U
o (5) ~:::~~~~,~~~,:....,ft,
(l (6) CONSTRUCTION DETAILS.
U Casing installed: ,6,.,...,.. Diam, from
Threaded 0 Diam. from
Welde~ Diam, from
,0....,.... ft. to
ft, to
ft,to
16..... it,
ft,
ft,
n
u
Perforations: Yes 3 No 0
Type oi perforator used...,~,!3,..,~~..............,..,.......,....,..,....,..,'
SIZE of perforaUons ...'.'_.......,......'.. in, by in,
1 "....a.part perforations trom47-..,........ ft, to .74...,........ ft,
perforations from ft, to ft,
perforations from ft, to tt,
Iu-ound
I ,
U
n
Screens: Yes 0 No !3:
Manufacturer's Name....,.,....,.._...."....,..,......"......,...,_....._,....,.,..,..............""
TYPe...,.."...,.........,..-........................,......,........, Model No.......''_..__.......'..
Diam, ... Slot size tram ft, to ,...m.' ft,
Diam, '....,..... Slot size ..., from ._.. ft, to ,.......... ft.
u
J1
U
Gravel packed: Yes 0
Gravei placed from
NoXl Si:r.e of gravel.
,......m......' 1t, to
n
U
Surface seal: Yes IX ~~titonYtehat depth? ......20............ ft.
Matenal used In seaL..,......"......,.............."..........,.........,...............,....,_...,......,
Did any strata contain unusable water? Yes 0 No ~
Type of water? .......,...__......... Depth of strata..,...........................,.
Method of sealing strata off.............,........,......'...m..'....................,............,...
n
LJ
(7) PUMP. Manufacturer's Name.-.....,................................m.'..._.................,........
n Type ,-............,..,-......--..-..-,-,..,.,...............,.'.........' H.P ..,........,...-,.....,
IU (8) WATER LEVELS Land-surtace elevaUon
. above Ulean sea level. ._..ft.
Static level U..............................tt, below top of well Date..m,...~!!'C"~.81
I'Artesian pressure ,................lbII, per square inch Date,..,...,.......,.........,..._..
, Artesian water is controlled by_....,...,.......,..,.............,.,.............................
U (Cap. valve, etc,)
(9) WELL TESTS:
n
IUIWas a pump test made? Yes 0
Yield gal./min, with
Drawdown is amount water level is
lowered below static level
No 0 If yes, by whom?
ft. drawdown after
n
LJRecovery data (time taken as zero when pump
measured from well top to water level)
Time WateT Lwel I Time Wate,. Level
._...,..1................
turned oft) (water level
I Time
Wate,. Lft>el
n,
l.J
.j...
Date of test ......,....
;-;Bailer test......,B........,gal.lmin, with.,.......34....ft, drawdown after .l,........hrs.
L:Artesian flow ".p.m. Date..,..............,.....,..............................
Temperature of water Was a chemical analysis made? Yes 0 No 0
n
(10) WELL LOG'
Fonnation Descnbe by color, character SIZe ot materwt and structure, and
show thickness of aqutfef's and the kind and nature of the matenal in each
stratum penetrated, witn at leGtSt one entl"ll for each change of formation,
MATERIAL
FROM
TO
black ..:t.Gp-.soil
brown gravel
browu ~e_J:I,t.d grtlvels & 1 arge
brawn ~JiY ~ gravel
hrrnr1 <' 13Y gr~v(> 1 -ater J -2f1.PU
grT:lY ~1 2'1 !<J g:r"::av(>1 "Rter 4aPM
brown <,] ~Y
o 1t
1 t 12 '
rock 11'- 43'
: 43 ' .47 I
L7' I 4~
uA' , 74!
74'
ft,
W ark lUrtecL-..2.~9
.. 19 8,7, Completed.
i
I
I
I
I
I I
..2~l.Q.,...,._.....,. 19..8,7..
I
r
hrs,
WELL DRP.T .F.R'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best ot my knowledge and belief.
NAME..~~...~~.~...~..~~.~~.~.~~.,.,.,......"....... .
(Pereon. ftrm, or corporation) (TYj:;';;;:'Prtnt)
32$19 Mt Hwy Eatonville Wa 98328
Address...,....__.......u........_.._...................m.u____..'" ,'..___...__...,...__..."..__.__,__m'..
[Signed]:i7~.......,,/;;?,~(-J-'-.,........,..,...,,..,
License No..02L.O....__........_................., Date.__9,~U...,.......m.__,.,. 19 ,8,7
LE':;'{ 0"0.\ 20
(uSE ADDmONAL SHEETS IF NECESSARY)
~3
(File Ori!(inCii and Fi~t Copy with
I uepartment of Ecology
L5econd Copy - Owner's Copy
'Third Copy - Driller's Copy
WATER \VELL REPORT
STATE OF W ASBINGTON
Permit No
Application No
n(l) OWNER. Name, ,O,v,0uu,5~\~~, uu..uuu....u.....u..,................ Address,~.. ,\
U(2) LOCATION OF WELL. county"1h\1e;'1O~....,........................u......"...u........,....,
"""~Q'f.:..,..q~l..,..,..,~_,..,v\A. ,~~........,......,'
w..W..\,< Ale..\,. see,.:?.. ,.., T.l7.,N R"..:~W,M,
Bearing and distance from section or subdivl~lOn corner
n(3} PROPOSED USE.
U
Domestic IjO. Industrial 0
Irrigation 0 Test Well 0
Municipal 0
Other 0
(4) TYPE OF WORK ,)wner s number of well
n . IIf more than one I
New well ~ Method Dug 0 Bored 0
U Deepened 0 Cable 0 Driven 0
Reconditioned 0 Rotary 0' Jetted 0
0(5) DIMENS~S. Diameter of weil B."~I' inches,
Drtlled....,....,~...........,ft, Depth of completed well......:7.,7......,..........tt.
n(6)
U
CONSTRUCTION DETAILS.
Casing installed: ,@.....,.." Diam, from
Threaded 0 Diam. from
Welded~ Diam, from
ft, to
ft. to
ft. to
,99..... ft,
0....,
II
~
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
,n
u
n
u
Screens: Yes 0 NO~
Manufacturer's Name"..,..",...........,......."..,.......,.."......",...........,.............,...."'"
Type.....,..,.."_.....__.......................,.............,... Model No '......'__..__._._...''
D1am. Slot size from ft, to ft.
DIam, Slot size from ft, to ._ ft.
II
I
LJ
Gravel packed: Yes 0 No 91 Size of gravel
Gravel placed from ft. to it,
Surf:~e~:a~7n~eal,~,~..WPM;~,~.~....,:~~::::::::::::..~:
Old any strata contam unusable water? Yes 0 No )I:l
Type of water? _,....................._......,.. Depth of strata...........,....................
Method of sealing strata oft,.........,......,....,.........,...,..,......,....,...,............_..,....
n
u
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(7) PUMP: Manufacturer's Name,.........,.....,.....................,............,.......,...,.........,....
II Type ._....._,_....,..................."................._,............."",.. HP
I I
l.J (8) WATER LEVELS. Land-surtace elevation
7('1 above mean sea level. ..'..lZ. ..-AJ,;
Static level .........V,..,...................ft, below top of well Date,-'j),~,..... ,..~IJ~.
(I Artesian pressure ...,..........,............lbs, per square inch Date...............................,
U Artesian water is controlled by '.....(Cap',..viii"ve.:..etcT.............'
(9) WELL TESTS.
n
IU' Was a pump test made? Yes 0
Yield gal./min, with
Drawdown is amount water level is
lowered below static level
No lJ If yes, by Whom?
ft. drawdown after
n
J 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 I Time
n 1.............-.. .,......,.........
Water Level
LJ
I
.1.....
Date of te;,L 7/',.....'.....,
O Bailer test.{,O'......,..gal.lmin, with,L,.Lt.........,ft, drawdown after ,/....,......hrs,
Artesian flow ,g,p.m. Date....,.......,.........................................
Temperature of water Was a chemical analysis made? Yes 0 No OQ
n
(10) WELL LOG'
Formation Describe by color cnaracter size of material and structure. and
snow tnickness of aquifers and tne kind and nature of tne material in eacn
stratum penetrated. wtth at least one entry for eacn change of fonnaticn.
MATERIAL
"I FROM TO
I
I 0 .~
I !
~~-~
I i
rofsafC- ------..--
&NO, G~J CI-AV, I?ov\J)fR$
ft,
it,
~=:~~'~
in,
it,
ft,
ft,
I
!
I
,
~ ~ , , , i
.-
..,. '- - -- l.
, -. ,
Wih... h...,. -
~
, . - -
nr.... ...., ~ ~ ~ , , 'V I
t..t' .. ..
" '. r ......... :..~;:-.GI[J " C~L~~C.
,. .. L '; ! ~
hrs,
Work atartect/G._,:.../fL_..,.... HB~. comPleted.Il.........LL...,.....::.l;fl!..
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,J71~~,......Q.UM.e.......i....D,t4,LUtJb,...........,.......
(Person, firm, or corporation) (Type or print)
::~~~..jt:.:~;.~~~.~~.
(Well Driller)
License NO....,(?.?:/..Q...........,..,....,.., Date../f....~....P.........,. lIB.
(uSE ADDITIONAL SHEETS IF NECESSARY)
.... 3
U ECY 050-1.20
File Original and First Copy with \"ATER WELL REPORT AI'I'I1~al1on No
Department of Ecology ."
Second Copy - Owner's Copy
Third Copy - Driller's Copy STATE OF WASHINGTON Permit No
(1) OWNER: Name.......~~S ..Ba,m13.:r.ci ......,.... ..",....,..,..........".... Address 10525 Old McKenna Rd~ Yelm, Wa. 98597
(2) LOCATION OF WELL. County Thurston..,..,..,..........., ..,..............NE..l,~ ,NE.,...... Sec 29 T 17..!-; R2E .... W,N,
n
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Beuring and distance from section or subdi Vi'lOl1 corner
n
, I
[j
(3) PROPOSED USE:
Municipai 0
Other 0
Domestlc IX Industnai LJ
Irrigation 0 Test Well LJ
n
(4) TYPE OF WORK. tl~~~r~ ~;;'~b~~e~f well
New well Xl Method
Deepened 0
Reconditioned 0
1
Bored 0
Driven 0
Jetted 0
u
Dug 0
Cable 0
Rotary KJ
n
, ,
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LJ
(5) DIMENSIONS:
Drilled, ,...., ,...1 0,8...." ....,it,
Diameter of well ,6....,.... inches,
Depth of completed well.. ,....~O,8....,........,ft,
n
lJ
(6) CONSTRUCTION DETAILS:
Casing installed: 6.,......
,.10,&t.
ft,
it,
,0..... it, to
ft, to
ft, to
Threaded 0
Welded ~
Diarn. from
Diarn, from
Diam, from
f'
~
Perforations: Yes 0 No ~
Type of perforator used,...,..........,....,......
SIZE of perforations
perforations from
perforations from
perforations from
tn, by
ft, to
it, to
it, to
;l
u
n
Screens: Yes 0 No gJ:
Manufacturer's Name.....".......,..,.."...."..,...."""..,."......,......"....,..,..........."...""
Type..,.....,.."........,.............,......,...,....,_....,.."""" Model No ,.....,.._............,..,.,,','
Diam. Slot size from it, to ft,
Dlam, Slot size from it. to ft.
LJ
n
u
Gravel packed: Yes 0 No ~
Gravel placed from
Size of gravel
it. to
r'
u
Surface seal. Yes ~ No ~ To what depth? 1&....,.., ft.
Material used in seal.............f:!p.J:~:mJ,1;~....,....,......,......,........................
Did any strata contain unusable water? Yes 0 No ~
Type of water? ._......... Depth of strata......,............,....,.......
Method of sealing strata oft..,....,...............,...................,..........,..,..,...............
f'
U
(7) PUMP: Manufacturer's Name,..........F.i.o.xu~,e,:L....,...........,.......................
Type ,..,..,A1Q.12,C...._.....................,..............".....", H.P ~...,"',..,
n
I
l.J
(8) WATER LEVELS. Il;:;~;s~::;e s:~el:~~~n ...,..,...,.........it.
Static level 2,9.....,.....,...,.....ft, below top of well Date.......z,~,3.Q,~a,4.,
Artesian pressure .............,.........lbs, per square inch Date...,..................,.....,...
Artesian water is controlled by
r
LJ
'....'i'clip':.valve.:"ei'cj..."..""'.."
(9) WELL TESTS.
Drawdown is amount water level is
lowered below static level
No%] If yes, by whom?
ft, drawdown after
n
Was a pump test made? Yes 0
Yield gal./min. with
u
'l
,
LJ
Recovery data (time taken as zero when pump turned oft) (water level
measured from well top to water level)
Time Water ~~~,~,I..~.i.~.~..... Water LeveL I,...~~:~..... Wate~__~~~~.~..
i
(I
U
.j................
(10) WELL LOG
Formation Describe by coLor character, SIze of material and structure an
show thickness of aquifers and the kmd and nature of the materiaL in eac
stratum penetrated. u)tth at Least one entry for each Change of formatioT
MATERIAL
! FROM I TO
- ----_~,__-\-L
9 55
,53- 95
_h 95___105
_ _____ ,_..,---105 _ _108
I
-T,a.p.s.ail ____
H~T"nr~T1 ~nn nnll1(fpT"<::
Cnmr~("L.sand.... ~n(f g"!'lv~l__...
Saud end..gravp 1
l.arge gra,rel
--- -- - --------
! I
---,--
I
,
in,
I
I
---J.--_-'--_
I I
i
I
1- I--~
t--~--,-
! i
1-1
-----'--'..-r----.I---- .-
--.-- r---.-1------
.. -, ~-- I ,-=-_-=-J--
: !
------~---~. .--.---
--1-_ ! n_
I
I
-!
I
~
I
ft,
it,
ft,
it,
,
-..-----.. .-
i
I
I
I
:
I
=-l=-=
Work .tarted......._7.~.25.....,.......,. 19....8,4, Compleled...,..,...:z.~,3.'O'....,......,. Hl.........
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.;t.~b~.;r;.g,~,()~...w.~.u..J~.;:~ 11 inK.. G_~,!,..
(Person, flrm, or corporation) (Type or print)
Address.....,....~A.Q....J~.Q~..A,.~~~.LIg,~9.~,'"..W.?:.~.,.,9.~~.~4
n
LJ
Date of test
Baller test......,1.Q......gal.lmin, with.......15,.....,it, drawdown after ......l.......hrs,
Artesian flow ,..,....."..,..,.."...,....,..""..,......g .p.m, Date""".."..?,:::.}Q,::,~~..,....._.......,'
Temperature of water....."......... Was a chemical analysis made? Yes 0 No~ License No.,........,..O,4.1.9.....,........,....... Date....,lQ,~,~Q..,
II
,,19 ~:
u
ECY 050-1-20
I USE ADDITIONAL SHEETS IF NECESSARY)
~3
.~"pl1cauon No
o
... .u..: U~~b.""""U ............. ....~~ '-'-'t-'J ......
Department of Ecoiogy
Second Copy - Owner's Copy
Third Copy - Driller's Copy
WATER WELL REPORT
STATE OF WASmNGTON
Permit No
(1) OWNER: Name..,
n (2) LOCATION OF
lJ BeaTIng and distance from section or subdivision corner
~.......,...........,......,.......~.......,..-~,;......,:. 4~...1,:. Sec..2.,7...,.. T.J7..,N R,..2.,Q,W.M
(3) PROPOSED USE:
Domestic ~ Industrial 0
Irrigation 0 Test Well 0
Municipal 0
Other 0
n
, i
U
(4) TYPE OF WORK. Owner's number of weil
(if more than one)
New well ~ Method
Deepened 0
Reconditioned 0
Bored 0
Driven 0
Jetted 0
n
I
U
Dug 0
Cable }Q'
Rotary 0
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LJ
(5) DIMENSIONS:
Drilled.......,~1::.........,.."ft ,
Diameter of well ,tf,.....,....... inches,
Depth of completed well.......9~..........,..,.J.t,
(6) CONSTRUCTION DETAILS:
Casing installed:
Threaded 0
Welded ~
ft. to
it, to
Q..,_ ft. to
....... it,
............, it,
,!i,ll... ft,
n
U
Diam. from
Dlam, from
Diam. from
.ff..,...
II
I
I
U
Perforations: Yes 0 No .Pc
Type of perforator used..."._....,..,.."'........."..............,....,....."....,.......,......,....,
SIZE of perforations _,........._.................. in, by in,
.......'_........ perforations from ........,..._...,..,... it, to _........_,..,......., ft,
......................, perforations from __....,.........,...., ft, to ._....,....._.......... it,
..,_._............ perforations from .......................' it, to ......... ft,
I'
U
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
LJ
r'
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Gravel packed: Yes 0 No ~ Size of gravel.
Gravel placed from _.._..__......_......,... ft. to ,..._...,.._._........ ft.
Surf::e~:a:e:7teaL~~d~~~..,~:
Did any strata conta1n unusable water? Yes 0 No 0
Type of water? .._.._.._._.__,._ Depth of strata.._....___._..._..,
Method of sealing strata o1f.......,...._.._...,.._.._,_........._...._._.._....._.__
(7) PUMP: .Man~~.s _~~.. ~.......-----r-...---..
Type.~ .~ ... '... H.P-.L-.... .....,
(8) WATER LEVELS: Land-surface elevation
.J' ~ ' above mean sea level. ,........__.ft.
Static level .~..______.._--1:t. below top of well Dat.,,;L.:-..L.1!:::.Z7!-
Artesian pressure ____.___.1bs. per square inch Date...._.._._...............,
Artesian water is controlled by ____...___,_._...,.....___._...........,
(Cap. valve, etc,)
n
I
U
c
r
u
c
(9) WELL TESTS:
Drawdown Is amount water level is
lowered below static level
Noll If yes. by whom?
ft. drawdown after
'1
u
Was a pump test made? Yes 0
Yield gal./min, with
II
I
LJ
Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time WateT Level I Time Water Level I Time Water Level
...., ......... -"--"'--'-"'''' .1' ............... -..............-...,. ", ,...... ....-... ........ ...m..... .....
..--.........1"...--......... r...........,..,
~
U
Date of test _,...__._............_.......................,......'....
Bailer test,..fti2........gal'/min. with......:.;2........,ft, drawdown &!-ter.....$.......,hrs,
Artesian f1ow_....-............_.........,..,g,p.m, Dated2.7::,/!i..::.:?1I-.....,...,-...",
Temperature of water_....,......... Was a chemical analysis made? Yes 0 No ia
il
LJ
(10) WELL LOG.
FROM TO
. ,
,c; - d1-
I ..
d
~5~ 1~~-1y~'
~~?I~/i 9'~ I
I
hrs,
Work narted. -:..!l.- .19Z.y ComPleteda[~..L1t. .._... 19Z-i!
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,ilkr...::?..T1..A!._...!2B.Lk.?..!.!.J!.. r..,,(!..~.~...
(Person. firm, or corpora) (TYPl'~t)
Address...LZ.l?.I.:f::......d.;t.....m . ..,.....~.b.m..--:~
[S;gn"'J ~.. 'W;u i>riii.;i ......................................
License No..t2./:2....;f............... Date.5...-:::._.J................,' 19.2/
n s. F No. 735~S-(Rev 4-71)
(USE ADDITIONAL SHEETS IF NECESSARY)
~3
L.l
O File. Original undl"lrst COPy with
Department of Ecoio.;:?
Second Copy - Owner's Cop~'
Th.trd Copy - DrllJer's Copy
'VATER WELL REPORT
STATE OF WASHINGTON
Penmt No
Apol1catlO!l No
J
(1) OWNER. Nameuu7/,,,l.- ;,
(2) LOCATION OF WELL. Count~'
~T'r/..!,-!..::'..,::::..~...0."'-i\dQressu.......!..?,t.,~<"?u,,j~.:':::..,7....u s-: S- e
~U1.,......,.r-?..~..,~,~,.......,...,.... ..'u......u..,....,..,.. u'- 2~,..\. N.,i(..I,. Sec..4% T./Z..N R l...e.W M
l3ednng and distance from section or subdIvisIon corner
n (3) PROPOSED USE.
U
Municipal 0
Other 0
Domestic ~ndustrlaJ 0
Irrigation 0 Test Well 0
TYPE OF WORK. ~;~:'ne~/ nU~b~~e~f well
New well ~ Method Dug C Bored 0
Deepened 0 Cable 0 Driven 0
Reconditloned 0 Rotary g/ Jetted 0
il (5) DIMENSIONS.
U Drllled..u,..uu....,..,........uu.;,
/l (4)
U
Diameter of well inches,
Depth of cc,mpleted well.... ..........u..,...,........it,
C (6)
Ii
U
n
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n
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I
U
Ii
I
l.J
n
U
r
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(7)
CONSTRUCTION DETAILS.
Casing installed: {.
ft, to
ft. to
ft, to
( ,6..,(.. it,
ft,
ft,
-1-(
Diam, from
D1am. from
Dlam, from
Threaded q ~
Welded [Y"
NO~
Perforations. Yes 0
Type of perforator used...........,..
SIZE of perforauons
perforations from
perforations from
perforations from
NO~-
in, by In,
ft, to it,
ft, to it,
ft, to ft,
Screens: Yes C
Manu1acturer'll N ame"....",........",."..,...,..."."...,......"...,.............,.,...".."..".."..,
Type....,. ".." ,......,..,......,.,..,..,....",.....,....."...,...... Model No.....,..,........................
Diam, Slot size from ft, to ft,
Diam, Slot SlZe from ft, to ft.
Gravel packed: Yes 0 No ~ize of gravel
Gravei placed from ,_............................,... ft. to ,......,..................,....., ft,
Surf:ca~e~:a~;~sn ~~,~,~a~;~;\~~~~t~..=::<:~::~:=::::..~:
Did any strata contain unusable water? Yes 0 No
Type of water? ,_...'u,..' Depth of strata..............................u
Method of sealing strata otf...................,....,..........................,..........,.............
r
U(8)
PUMP: Manu1acturer's Name.......",..""""...,...."""..,.,....,.........,........"",..,..,....,
Type ....,.....'...,.............,.,........................ H.P .........................
WATER LEVELS. Land-surface elevation
above mean sea level. 'S'" /;g'....ft.
Static level ,/.?!.f?_....__,...._....,ft, below top of well Date......~.........:...?....
[l Artesian pressure ._,_,..,................lbll. per square inch Date,..,.......................,...,
~ Artesian water is controlled by '......--.cCaii:.v81;;i!:..etcj.............'..
(9) WELL TESTS
r: Was a pump test made? Yes 0
U Yield gal,/min, with
Drawdown Is amount water level is
lowered below statlc level
No 0 If yes by whom?
it, drawdown after
'1 Recovery dala (time taken as zero when pump turned off) (water level
LJ measured from well top to water level)
Time Water Level! Time Water Level I Time Water Level
n 1 ............_....
J
J pate of test
ilBMh'r t~t...,~,f:....gal./nun
LJ ArteSIan flow
Temperature of wate~
with....,..,..,..."....!t, drawdown atter.....,2.....,..,hrs,
,',P.In, Da te".........,.....,......,...._..,.........,.......,..
Was a chemical analysis made? Yell 0 No 0
'I
(10) WELL LOG.
Fonnation Desenbe oy color cllaracter SUe Of morena! and Hruct1lf'e and
sllow tllicleness of aqutfers and tile lema and natlLre uf tlte :nateT<nl 1n each
str4tl.:m :oenetrated. wttil at lea.sl one el1'''' jar eacn f'/tanr,e of formation
MATERIAL
FROM
TO
~ ~ ,::.;}:-
c; I~
17... ~ c
S-- 0 _-hz d
'COt!} 11.$
'/2.S 1C.q>_
"4.. ~ "" r'~ AJ
(?~...ltI.I"~ A 6L4.......L
J..I -4" #S. I~~ -.
6~u~L .,.. ~N"
rX .,-
~ "" ~
- :r- -"
~
~ :7l
;::: , c']
:z: - -1
> -.J --
~ -
- ,
I
I I
Work started-.._..~L._..... 19..2.,.7 completect..,....,..i/............. IS,?.2
,.
WELL DRILLER'S STATEMENT:
hrs,
This well was drilled under my jurisdiction and this report is
true to the best at my knOWledge and belief.
NAME..,.CA-<~L.(...J...,..j)A,...".'-~.n,.""",..c.Q,
(Penon. linn. or corporation)....; (Type or print)
AddresL...2j/5.....L.P..~..,....~.:....2b:. ,.II!.<?~.~.~.?.~.,.,
~ .--'
[Signed] ~m........~
/' (Well Driller,
I License No........,Q./[ .L..............., Date.. .J / ,~...... ,,19C;;;..:/
IUSE ADDITIONAL SHEETS IF NECESSARY)
~3
UE:V 050-1 20
'l
U File Onginal 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
Application No,
n
U (1) OWNER. Name......Elmexu,Freutte
(2) LOCATION OF WE. LL. count~~.fl-,....",u"".."Thu,r,s,
S/1( dt'"",JS
n Bearing and distance from sectIOn or subdiv . on" corne
lJ (3) PROPOSED USE: Domestic ia Industrlal 0 Municipal 0
Irrigation 0 Test Weil 0 Other 0
Address. ,..,p..,QD,..,.Bo~..,3,87...,Ye~m. J ..,Wa.u" 98 59.7"" ".., ',.."""..,..".., ,..,..,..
NW....~~ NE....,..l,~ Sec....,2,9...., T ,l,7..."N R.,2E..,W,M
License No........0.4J.9.,......................... Date...."..p..~,~,~,...........,. 19
/k#N Iv. ~t ~,
(USE ADDITIONAL SHEETS IF NECESSA~Y)
1 (4) TYPE OF WORK.
U
()wner s number of well
.lif more than one)
New well ~ Method
Deepened 0
Reconditioned 0
,1,..............,
Bored 0
Driven 0
Jetted 0
Dug 0
Cable 0
Rotary at
n
U (5) DIMENSIONS.
Drilled, u, ..13, 8......, ,.., ,...,ft,
Diameter of well ,6,..,... inches,
Depth of completed welL.,.......13,8...,..,..._.ft.
o (6) CONSTRUCTION DETAILS.
Casing installed. 6u, Diam, from
Threaded 0 Diam, from
n Welded DC Diam, from
,0....... it, to ,13,8... ft,
ft, to ft,
it, to ft,
LJ
Perforations: Yes 0 No ~
Type of perforator used.......,.............................................,.........,.......,........,...
SIZE of perforations m, by in,
perforations from ft, to ft,
perforations from ........,.,...'..,..,.. ft, to ...,..,....,...........' ft,
perforations from ft, to ,_........_......,.., ft,
11
L.J
II
L.J
Screens: Yes 0 No 19
Manufacturer', Name.................,.......,_............,....,.."...,...,..,._____......,..,
Type,..,.,.,......_.........._.......,...,_,..._...........,.., Model No.._...__.....,..
Diam, ...... Slot size ................ from _..,...,....... ft. 10 ......,......... ft,
Dlam, Slot size ,_ from ...' ft. to ._......._ ft.
II
u
n
Gravel packed: Yes 0 No [J: Size of gravel
Gr~vei placed from ,........,....,.....,.....,....,... it, 10
,_...............,.'..., it,
l.J
Surface seal: Yes ~ No 0 To what depth? -...,.......,.,..1.8 ft.
Material used in seal.....,..B,e.u.tD.D.i,t,e,.......................,........_.._...,....
Did any strata contain unusable water? Yes 0 No OJ:
Type of water?.................................,_, Depth of strata,..,................_...,.....
Method of sealing strata o~.,....,......,.......,....,..,.....,.,.,.........,.,...............,.......,
II
LJ
PUMP: Manufacturer's Name..,J.a~J,J,2;Z,i..,.B.:t,Q,S,...,...._.."...,_,.....,.
Type .B,l.s.4.1B.......,........,..._....,......_._.............,...., H.P ...1..,......
n (7)
I .
LJ
(8) WATER LEVELS. ~;g~;s=~es::.el:;~~~ ,......__...._-!t.
C Static level .3..7..........,.....,.....ft, below top of :well Date.....L-::.9.:::,8..6,....,
Artesian pressure ,_,_..,........lbs, per square inch Date,............_................,
Anesian water is controlled by ,...,_.........,....,.,..........,......_.....,.......,....
(Cap, valve, etc,)
'1 (9) WELL TESTS.
LJ Was a pump test made? Yes 0
Yield gal.fmin, with
Drawdown is amount water level is
lowered below static level
No ~ If yes. by whom?
ft, drawdown after
n
I .
LJ Recovery data (time taken as zero when pump turned off) (water level
measured from well top to water level)
Time Water ~:~~,~,I..~.i,~,~,.... Water ~:~.~~..I,...~::~..m Water Level
n
LJ
i
r.............,
,................
'1 Date of test
J Bailer test......1.5,.......gal.lnun, Wlth......6O'..,.....ft, drawdown after .....~...,....hrs,
Arteman flow ...............,................g.p.m, Date,......7.,:::,9.,:::,~.9............__..........
Temperature of water Was a chenucal analyslS made? Yes 0 No ex
II
u
"rv 050-' 20
(10) WELL LOG:
Formation Describe by color, character, size of materia! and structure and
show thickness of aquifers and the kind and nature of the material in each
stratum pe1U!trated, with at least one entry for each change of formation,
MATERIAL '1 FROM I TO
10 I 6
, 6 I 14
114 . 24
hOlll nPT!'; ,_~_35
__~5 : 70
., ~ ~r::l geL1.D._......L105
..~--1.0'} 1115
water 11" f~
~ I i
100 S p ...sand_and-..g.J:aYe.L-
:Boulders
CQmeuted s3T'd ~nn g"::I~Te.l..-
Compact ~aud and gravp1 ~ith
LOOSQ sand aud gra~TPl
Logge gand and grvrel w;~h
Claybound sand and gn"el
Loose sand and graYQl uith
::=z
>-
w
:IF>-
.,
~
_2
z:
:>-
--
I
:'(1 '1-- '-
,
J::o.
-
-
a
..,
u,
,
hrs,
i
Work ~ -..J......... ...,. 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"Ri.~h~.~4~Jm.,.W.dJ,._P~gJ~,~,g".G,~,!,..,"
(Person, tlrm, or corporation) (Type or print)
Address.....f...Q_o....~.9.~...~~~f.7...:I~tS9.IE:?l...~~.~ ....?~~.~~, ................
[S;gn~~..................
86
~3
n
u
F~le Orig & F~rst Copy - Dept of Ecology
Second Copy - Owner; Third Co~y - Driller
WATER WELL REPORT
State of Washington
Start Card No W 046436
Unique Well ID
Water R~ght Permit No
n
(1) OliMER Name STEWART CONSTRUCTION
(2) LOCATION OF WELL County THURSTON
LJ (2a) STREET ADDRESS OF n~LL (or nearest address) 17117 SE 103RD ST YELM WA 98597
Address 13201 MORRIS RD YE~~ WA 98597
NW 1/4 NE 1/4 Sec 29 T 17 N R 2
Page
of
n
(3) PROPOSED USE DO~~STIC
(4) Type of work NErJ WELL
u
Method.:
ROTARY
n
(5) DIMENSIONS Diameter of well 6
u
Drilled 140
Depth of completed well 140
fe~t
(10) WELL LOG or DECOMMISSIONING PROCEDURE DESCRIPTION
ft
inches
II
(6)
CONSTRUCTION DETAILS
Casing instld
to 134
to
to
Diam
Diam
Diam
from 0
from
u
iielded
x
f':.
Liner
from
ft
!"'
Threaded
u
Perrora1:iona
Yes
No X
!"'
1.J
Type of perforator used
Size of perforations
perforations
perforations
perforations
to
in
by
from
from
from
ft
ft
to
to
it
n
LJ
Screens
No X
Yes
Manufacturer s Name
n
Type
Diam
Diam
ft
Model No
Slot size
Slot size
from
it
to
to
from
u
['I
Gravel packed Yes
Gravel placed from
to
No X
Size of gravel
ft
LJ
n
Surface seal Yes X No To what depth? 18
Material used in seal BENTONITE
u
Did any strata contain unusable
Type of water?
Method of sealing strata off
Depth of strata
water? Yes
No X
n
L.J
(7)
PUMP: Manufacturer's Name JACUZZI
Type
SUB~IBLE
H.P. 3 75
n
(8 )
WATER LEVELS Surface elev above mean sea level ft
Static level 40 ft below top of well Date 07/25/94
Artesian pressure lbs per sq in Date
Artesian pressure is controlled by
LJ
I'
,
U
(9 )
WELL TESTS
Yield 0
Yield 0
Yield 0
Recovery data
Pump test made? ___
gal /min with
gal /min with
gal/min. with
By whom?
f1;
drawdown after
drawdown after
drawdown after
ft
ft
n
u
Time
Lvl
Time
Wtr
Wtr
Lvl
Time
n
L.J
n
LJ
Date of test
Bailer test 0
Airtest 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
'1
LJ
Temperature of water
n
LJ
wtr
I
ft I
ft.1
it I
I
I
I
I
in I
in I
in I
in. I
I
I
I
I
ft. I
ft I
I
I
ft I
I
ft. I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
hnl
hral
hnl
I
Lvl I
I
I
I
I
hrl
hrs I
I
I
ft
Material
SAND
GRAVEL, SAND,SILT,COBBLES (COMPACT)
BOULDER
GRAVEL, SAND, SILT, COBBLES (COMPACT)
CLAY, GRAVEL, SAND A LITTLE WATER
GRAVEL SAND, CLAY BINDER (TIGHT)
GRAVEL, SAND, CLAY BINDER WATER
GRAVEL, SAND, CLAY
,
"'""'
:=J.
-"
--
-<.
;.
'.,."J
Work Started 07/25/94
Completed 07/25/94
I
I From To
I
I 0
I 5 48
I 48 50
I 50 80
I 80 100
I 100 125
I 125 134
I 134 I 140
I-I
I-I
I-I
I-I
I-I
I-I
I-I
I_I
I_I
I-I
I_I
I-I
I-I
I-I
I_I
I-I
I_I
I_I
I_I
I-I
I-I
I_I
I-I
I-I
I_I
I-I
I_I
I-I
I_I
I_I
I
WELL CONSTRUCTOR CERTIFICATION
I conetructed and/or accept responsibility for construction
this 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 RICHARDSON WELL DRILLING
Address POBox 44427 ~a~a WA 98444
/7 //c:: '/
(Signed) 11~1'7/'..d!/ 'Z/~~ Lic No 1547
(well DnlleI>t"
Contractor s Registration No 3210B Date 04/07/
Based on form ECL 050-1-20 (2/93)..f-1329- by Speed systems Co
11
u
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Ii
u
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Ii
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11
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11
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----- ------- - - --
~. R ROTA;Y
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--- ------ ----------.-----
-- ----------------- -------
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=-:.. . j ~ =:!,.
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= = - _::: - ft'
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11
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.-...~ ~- --
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~l ..., l.._;' _" t
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"~"" RICHARDSON ~E~~ :2L~ .::G
. --- -- - - -
.....=~~= :; .c" ____=
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=-=~~===~==========================================~~
8
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,
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;p
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--..
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-.?
-'j :25-
~^ ~
.\1.-1
-S-c-."rc-C=;::"'"""" Own~r S Cop
Third Cue, - DrilJ~r s Cop~
--------.------,---;- ... .I- ......."... ~
.., ............A.ooIA.J .....L..i.a. ,.Jt\. 1
Start Card
Permjt No
4ft W 046436
STATE OF WASHl..;o., r I'01'\'
~ --
U (1) OWNER. ~atne....E,g,..,WJI1dsor ,._,_.../..E.a...'-:-;-:4c.d..,.........,...,... Address 13201 Morris Rd ,Yelm, WA
(2) LOCATION OF WELL. County Thuxs..t,Q,u...........,..........."..,..............., ~NW \. NJ;;......,',. Sec 2.9
~ Be"~lng and distance from section or sub:iJ\.J~io!l comer
LJ (3) PROPOSED USE.
Domestic:tSi Industrial 0
IrrIgation 0 Test \\'ell 0
Municipal [J
Other
11
(4) TYPE OF WORK.
LJ
O\\'r)~r! number of well
(if more than one)
New well XX Method
Deepened 0
Recondltloned 0
B ,rea C
DrlvE:Tl 0
Jetted 0
Dug (]
Cable 0
Rotary 0
~
LJ (5) DIMENSIOKS:
0r1lled....14,Q.._.....,....."tt,
6
Diameter of well ..,_........ Inches,
De;llh ot completed well,..,.JJ,~.,..............ft.
n
LJ (6) CONSTRUCTION DETAILS.
Casing installed. 6 Olam, from
Threaded 0 Diam, !rom
Welded 13 Olam trom
o
,......... ft. to
'........, ft. to
,....,......, tt, to
134
c
Perforations: Yes 0 No>Q::
T}'pe of perforator used,.........,__,_...._,.._,_...,.,.........._........,..
SIZE Of perforations ___''''''__'''''' in. by ..,......,_........'.'....,..' ir.
'_''''''''' perforations from .....,_..,_...,.._.. ft, to ,__...,..,_ it
,.......... perforations from _"'_'_''''''_'' ft, to ,...' it,
,.... pertorat1ons from ._..._.__...__ ft, to ._,....,...........,.. It,
n
LJ
n
u
Screens: Yes 0 No~
V..anufacturer's N arne...._.......,___.._,_,_.._....,.......... __.......,..".,. ......
Type.......,___.,.._..___....,_......,."...._.._".. Mollel No
Oiam. .....,__'.... Slot sJ:e ,_.. from ,_....,......, it, to H.
DJam, ,.._..., Slot size ,_. from 1t. to f;,
1'1
u
J1
I
l.J
Gravel packed. Ye.s 0
Cravel placed from
No f) SJu of cravel
,_...._ ft. to
n
U
Surface seal. Yes 19 No 0 To what derh? 18,..,..,.... ~t,
Material used In seGL..J~,E:,ll1;:~>!!J,t,~,...~....a..Y..,..,..,.. ,_....,........
Did any !trata contain unusable water? Yes 0 1\'0)QC
Type of water? ,_._..,..........,........,.,_. Depth of str:ata.........., ...................,
Method of sealing strata off ,..,..,...._.._...,............,..........".,............
1\7) PUMP: ManUfacturer's Name..,.._.....,....,....._....._,__.._..................
I
l.; T>-pe ,--.,...-......-.,..-..............-......-......--..,-......... H.P
(8) 'VATER LEVELS' Land-surface elevatlon
allove mean sea level. '7'."2'S....rn:ft.
[',atic level 4Q,_.............,.,...,...._.,!t. below top ot well Date,..,...:....,...:::?:~,....
~rtestan pressure ,.._,._._,.....,_...,..J'os, per .quare inch O:ate....,.......,.,.................
Artesian water 16 controlled by.____._..._.......,...,..,_,.........,..,......_,
(Cap. valve, etc,)
1')) WELL TESTS:
L,):as a pump test made? Yes 0
field r.1Jmin, Wit.ly
\i'
U'
Drawdown 16 amount water level Is
lowered be:Ow static level
N~ If yes, by Whom?
ft, dr:awdown after
~coven' d:ato (time taken 8S zero when pump turned off) (water
menu red from well top to water level)
iTimc Water LAue! I Time Water Leve! I Time Wroter Ler.!
LI.......'.... ..., '.'............. ...-......... ..........--... ...........,............
i... .".......,....... I
r- \ Date ot let, _......,...A,i.!,r._.1..~..~..~,.....__,...,..... -r.............. ...,..,
~~er test....1,5..........gal./min, wtUl............._.._.tt. drawdown after l..,....,...h's
. bstan flow ._....__..__,..._........,......, .._g,pm, Date_,_...h..,~.'_..:..,.........,',....,.._..
rl per,ilure ot water ,--,....... Was a chemical analysts made? Yes 0 No ~
U
,
i.. ~o. 7356--0S-(Re\' 4-71)
ri
,98597
T J1..._.1'< :R..,ft:....,W.M.
(10) WELL LOG
,..,
'-'
Form"t,c-n Describe blJ color character "l.:C 01 ",aterocl and structure and
sh.ow tlll:k'less of aquifers and the kmd and T,Gt"r~ oj tne ",atenol in each
St rat" "', penetrated. 'W,th. at l.a.t on. .n<rll for .Clch chanile 01 lonn4t\on
MATERIAL
TO
() ')
r; 48
48 50
.5..0....~ ..8.0.
8n I -1-QO
I lOLt.L...12-S
I :
ua t~-b4-g4
: 13+140
I--
I
I
ft
it,
ft,
Sand .'_,____
Gtavel. sand. silt. cobbles
-Birulder
-G..l:aY_e.l., SAn ci , <:; i1 t, r n h h 1 e s
C1:~TJ gr.<:lvpl, <:;.<:lnri, littlp TJ.<:ltpr
era"/; 1, stapo, c 1;;iy bivoer
cr~v81, sand, c~ly biRde~,
~cl, cand, clay
----,
:
I
i
ft
{if]' i: 0 ~ l:::lO
---.-J___
I
I
------t------ --
Work .tarted..97..L'f2........,..,....... 15,2,.;..... comPleled..,.QIl"I'?.........,_... 19-..9..4
hrs
WELL DRILLER'S STATEMENT:
This wdl was drilled under my jurisdiction and this report ill
true to Tne best 01 my knowledge and belief.
level I
! NAME..,....R~,~h~~,~,~on We~l Dr1U.1h.g..,
(Person, firm, or corporaticr.)
(Type or print)
Address..,~?...'~~.~....~.~~.~_!...!:~~.?.~a, WK 98444
(Sign~-iJ
,J '
~-r-~
(Well Dr1ller)
License No.....l:'?.4.?.......,.........
Date..,
.7:~..6.K:,...I....... 19 '7.,~
(USE: ADDITIONAL SHEn'S IT 2'.'!:CESSARY)
LJ
~!
r
r
U
:di2 hARR r s :- 2:
II
~HUR3jON
- ------------------------------------- ------------ - -. ---
---------------------------------------- -----~------- ----- ---
;~-...
- ---- ----------------------
------------------------------
l.J
:"'l":...-:- '~~!".~'::: ,-,,:, ~:
:.. ---~..=::: __~ :JGMES7!C
11
LJ
-- ---- ------. --------- ---
-------------------- --- --
r:
..~ SUX ';32
\:~
~, '" ,...... ~
nn .......OJ
~ 058520
------.-- -----
------ ._-- ---- ----
- _._---- --- - -----------
-------- - ---------------
,( ~,
illi
.....i..
- ;f'/
1 I ::0 BALD ~!LLS Rt 3E y~
-------- ._-
- -----------
NEW WELL
- -if::
=,';h AIR ROTARY
fI
\~:;':': '=~:':.
u
.EJ 40
-'=!"' '."
,12:-: .=f I r 4-.
0S
40
'iii~ ::: = __
n
06
: a.
-.---------------------------------------------------------
-----------------------------------------.-------------- -
,n 0
40
.-,\'...........1 ~.I"\\!
..: '- '"""
o..l :r '".J ='.
JELDED
u
TliT ;':;1 (1;: ~iO
fI
u
_.2~
d~:
~~
n
LJ
l"\;j i
titi
Ii J
'~
1_. ..
II '..'1Il
..-.......,.
...",&,-'11:)
2&:: NO
_ \1_ __
':Lilli:
n
in,:,
{c"
....i,QIl!.
.,
.ji.iITi
~ - -...
_..1. ._.
:<. Ill" _ ..:
u
.....; r;:'
NO
! :;.
I'
LJ
... ::i ;:.
,.'.1. 0..;: ~
_ - - YES
~~te ~ .520.~ 52~. BENTONITE
Dld an~ strata conta ~ .nus~:.2
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SAND ~ GRAVEL :~~y BDUL:E~S
SAND ~ GRAVEL :CB8LES WAiER
SAND ~ GRAVEL S'Li WATER
SAND t G~AVE~ :~AY SINDER WATER
:LAY BOU~D C~3BLES SA:JD ~ SRAVE~
C~AY 8INDER SAND & GRAVEL
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!!!~l~!:~;:..::i~::~~:;,~':~ ::-';;.- ':'~~':;'1::1'
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NAME RICHARDSON WELL DRILL!NG
PerSI ,
........a ...1. .n
~l }o''''' ~tr" .,
. ;....,. .,;-
~ .., .t., J j
-'''' ~
It ~I i
~JD~~SS ?O~4427~T~ WA 98444
'~' .',cr,' ,.- I: ~b:2.../ _ ---
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NO
~ . RrCHAWt3210B
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W ATE R
STATE OF WASHINGTON
W ELL
;:{ E P 0 R T
3tart Card No W058799
Unique well I D t ABY031
~ater Right Permit No
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==================================================================================================================================
(11 OWNER: Nale CHAKBERS, JOHN Address 1103 YELH AVENUE WEST YELH, WA 98597-
==================================================================================================================================
(21 LOCATION OF WELL: County THURSTOR - HE 1/4 HE 1/4 3ec 29 T 17 H ,R 2E WIl
(2al STREET ADDRESS OF WELL (or nearest addressj 10424 OLD KCnRlA ROAD,
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===================c==============================================================================================================
(3) PROPOSED USE: DOIlESrrC I {101 WELL LOG
====================================:=====================::====: -------------------------------------~--------------------------
(4) TYPE OF VORK: Ownerrs NUlber of well Fonation: Describe by color, character, size of aaterial
{If lore than onel I and structure, and show thickness of aquifers and the kind
REV WELL Method: ROTARY and nature of the laterial in each stratul penetrated, with
--------------------------.:.-..------..-----------------------.:1 at least one entry for eacn' change l'n forlatl'on
-------------------------- - ------ ----------------------- .
[51 DIIlENSIONS: Diaaeter of well 6 inches ----------------------------------------------__________________
, Drilled 120 ft. Depth of completed well 106 ft IlArERIAL FROIl TO
:::::::::::::::::::...::::::::.::::::::::::::::::::::.::::::::::: BROVN GRAY GRAVEL 0 25
(6) COBSTRUCTIOH DETAILS: VI BOULDERS & COBBLES 0 25
Casing installed: 6 . Dia. frol +1 ft. to 106 ft BROn GRAVEL COBBLES 25 34
ULDED . Dia fro; ft to ft. BRon SILn GRAVEL& COBBLES 34 41
. D ia. frol ft. to ft. BROn GRAVEL& COBBLES 41 52
---------------------------------------------------------- BOULDER 52 55
Perforations: HO CORGLOKERATB GRAVEL& COBBLES 55 61
Type of perforator used BRon SILn ROCKS 61 65
SIZE of perforations in by in. BROn SILT SOIlK GRAVEL 65 72
perforations frol ft to ft rIGH! BROVl SUDY GRAVEL 72 95
perforations frol ft to ft CLUR rIGHT UGULAR GRAVEL 95 108
perforations frol ft to ft rIGHT ARGULAR GRAVEL SILn 108 120
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----------------------------------------------------------
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Screens: NO
Manufacturer's Bale
THe
DIal slot size
Dial. slot size
ft.
ft
Kodel Ho.
frol ft to
frol ft. to
n
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----------------------------------------------------------
Gravel packed: 10 Size of aravel
Gravel placed frol ft to ft.
----------------------------------------------------------
Surface seal: YES To what depth? 18 ft.
Material used in seal BEITORITE CLAY
Did any strata contain unusable water? HO
Type or vater? Depth of strata
Ilethod of sealing strata off RIA
====:=====:::=:-:=::::.-.:-:=...:::-.==::==::.:=====::===::..:==:
(71 PUIlP: Kanufacturer's Hale
Type IIA
11
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..............a...................................:..:...==..._ze
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(8) lATER LEVBLS:
Land-surface elevation
above lean sea level...
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Recovery data
Tile Water Level
Water Level
Tile
Water Level
Tile
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Date of test / I
Bailer test jal/lin.
Air test 8 gal lin. vi
Artesian flow q p.1
Telperature of water
hrs.
hrs.
11
I
ft. draidovn after
stel set at 106 ft for 1
Date
Was a chelical analysis lade? HO
ft
~
Si
:a
rft
("')
rn
ft.
RAKE OlLIE DRILLIRG. IRC.
(Person, fin, or corporation) (Type or print)
ADDRESS '312-166 ~ B. :UHIBR.IA
[SIGNED] ~:!?/~t.j/ li.cense No 837 K.IlCnnA
, I
Contractor's
Registration Ho. OELKEDI 136QC
Date 07/27/95
============================================z===================.=~======c=============:====:=====::========.=======::=_:.a:::::=:
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F Ie Or1C"lI'"d and Fln;t Copy with
Department of Ecolo!!"v
Second Copy - Owner's Copy
Third Copv - Driller's Copy
WATER WELL REPORT
STATE OF WASHINGTON
o
Qns.on"....,.................. Address J,7Z,q'-f,.~...J.J,O,SJ:...,S,:..~!,. ,
"h.ufS.1ZN:l..........,..........................,.....,................-N..~, ..,1,. $E.....l,. secf,8..
(1) OWNER. Name, '.... 4:-JJ
(2) LOCATION OF WELL.
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Bed 1"1 ng and distance from section or subdi Vl~lon corner
Domestlc ~ Industrial 0
Irrigation 0 Test Well 0
(:;) PROPOSED USE:
Municipal 0
Other 0
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(4) TYPE OF WORK. Uwner s number of weil
: If more than one,
New weil ~ Method
Deepened 0
Reconditioned 0
Dug 0
Cable 0
Rotary OK
Bored 0
Driven 0
Jetted 0
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(5) DIMENSIONS.
Drilled,......C}.,~........ ,..,."it
Diameter of weil ffr....'.... inches,
Depth of completed well...T,\R.,................,..ft,
c
CONSTRUCTION DETAILS.
Casing installed.L"...., Diarn, from
Threaded 0 Diarn, from
Welded ~ Diam, trom
(6)
C),{,e.... ft,
ft,
it,
j- 1..."
ft. to
it, to
ft, to
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Perforations: Yes 0 No J<1
Type of perforator used..,....,...........,.....,..,..,................".......,....,........,....,......,
SIZE of perforations 10, by in,
perforations from it, to ft,
perforations from ft, to ft,
perforations from it, to ft,
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Screens: Yes 0 Not1lq
Manufacturer's N ame....,.,........_............,....,.."'....,..,......".....".....,.................'.."
Type.....,.,....,....,..,..,...........".."..,...,.......,.......,.,.. Model N 0.....,..,___._..,...."'..
Diam. ...,....,., Slot size '..,......... from it, to it,
Dlam. ,........,.....' Slot size from ft. to '..,..., ft.
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Gravel packed: Yes 0
Gravel placed trom
No ~ Size of gravel ._...,..,..,...........,.....
ft, to ft,
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Surface seal: yesp?) No 0 To ,what depth? 18ft.
Material used In seal..!~,......,..".......,.."...,.................,......,..
Did any strata contam unusable water? Yes 0 No ~
Type of water?..................................., Depth of strata...........,....,...............
Method of sealing strata ofL..,.....................................,..,......,....................,..
(7) PUMP' Manufacturer's Name,.......bJ,/fL.........,........................,................
Type ,_,.."._.._..__......._,.....,.....,.._...............,.....,.."'.... HP ..,..,..,....,...._....,
(8) WATER LEVELS. ~;:;~.;s~~e s:~e'{:~~~ ,..........-.........Jt.
Static level ,3.fP.....,....._.........,....ft, below top of well Date..,:l.!..,Ia.::..$f.P...
Artesian pressure ,...........,..._........Jbs, per square inch Oate...,.......,_.................
Artesian water is controlled by ,.............,......,....'_..........,................'......
(Cap. valve. etc,)
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(9) WELL TlSTS.
w~ ~~p ~~t made? Yes Ii
Yield :LO gal./min, with
Drawdown is amount water level is
lowered below static l~
No 0 If yes, by WhOm?.lJ,!..\.\~:.........
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)
Time Water Level I Time Water Level
....-.....,1....,...........
rr
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I Time Water Level
..............................................
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.1,........,......
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T.................
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Date of test
Bailer test.................,..gal./min, with....,........,..,...ft, drawdown after ,hrs,
Artesian flow ..._...,...............,.....,.....,.."...,g ,P.Ill, Date,.....",.."......,............,...,........,......"
Temperature of water..~Q...... Was a chemical analYSis made? Yes 1'& No 0
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t. 5 ~ TV\.
(USE AOOmONAL SHEETS IF NECESSARY)
ECY OS()-1 20
(10) WELL LOG
ApplicatIon No
Permit No
,..J..m ....<1.$.91'
.., T.J7.,..N RZ:E"W,M,
MA TERlAL
Formation Describe by color character Stze oj materiaL and stTUcture and
show thickness of aqu'fers and the kind and nature of the materiaL in each
stratum penetrated. with at least one entry fOT each change of formation,
i FROM!
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$:; ~:'\:I-'1buu~<;'
~ <: nci -=r-
B(n, ~h~D --cc~all;1
~:: ~: 't~1~;~~;~
1<,.....,.., S I I t- " 1"'1'>cJCs;; -. '3 ro I ~
r<'r\. < +- hI'" 1\ -t?J Tel Y\ '5, I ~ 5 /"C( u.,t..{
~~;() : I+,1. ~;~ ~ ~85;:'~J:
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~~
~-
~-
E,-
=-
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~5-_iJ s_.
-L-_~la <1.-
; laR: 15...
............,-' .
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Work nartecL_~.:....~_.__.._. I9g{g,.. ComPletedn..........~:....IR.,....,.... lfZ7;;
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,.O..~..I,.,.,.~,.~..P,.~!.~~.L~.~",t."P.v.,m,P Co
(Person. firm, or corporation I (Type or print)
AddN,,!.~.~~_':!.m.S!::..f,..>...P.~.9M1
[Signed] . "'7'~''''''~1~ .........,..,....
~
License No.......'O..~.7...9.........,....,..,. Date...".J.0..::.,3.Q.........", l~"
-e-3
File Original and First Copy with
nDepartment of Ecology
, Second Copy - Owner's Copy
UThird COpy - Driller's Copy
WATER \VELL REPORT
STATE OF WASHINGTON
Permit No,
Application No
(1) OWNER Feaerson Farms Yelm wash.
. N ame............,.......,.......,..,..........................,_......,.,........,......,..,........,......,..... Address...............,....................,...................,.......................,...........,.........,....................,..............,..
U(2) LOCATION OF WELL. County 'r-.h1J,r,I?,1;.,~D...........,..................,................,...................,......,..-S.. ,...~..,........,',~ sec,~,'.., T.J.7...N R.2...... .M,
Bearmg and distance from section or subdivision corner
;1(3) PROPOSED USE.
U
Domestic 0 Industrial IXI
Irrigation 0 Test Well [J
Municipal 0
Other 0
(4)
TYPE OF WORK 0wner's number of well
. (If n<pre than one)
New well Ll Method Dug 0
Deepened 0 Cable ~
Reconditioned 0 Rotary 0
Bored 0
Driven 0
Jetted 0
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[1(5) DIMENSIONS:
U Dr111ed....J?.5..................,ft,
Diameter of well /?,.....,....., inches.
Depth of completEld well.,..J..?5,..,..,...,.,.....ft,
c
(6) CONSTRUCTION DETAILS:
Casing installed. ,) Qfj" Diam. from
Threaded 0 ,11......... D1am. from
Welded fJ ,_.......,.. D1am. ftom
Q..... ft, to ...H:?, ft,
+ 1 ft. to .J,?.5., ft.
ft. to ft,
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Perforations: Yes 0 No Gt
Type of perforator used....,.,...........,..."...."",..,..,..".,...,........."".................,...'
SIZE of perforations ,..,..............,....._..... m, by '...............,.... in,
,_.,............ perforations from ...............,..,...., ft. to .......,.,.............. ft,
... perforations from _...................... ft. to ,_......,......, ft,
._.._......._.. perforations from ft, to ...,...,...., ft,
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Screens: Yes 0 No 1m
Manufacturer's Name,.,...,.__.__,_....,_.,_.....,."........,__......,..'",.,..__..__."'"
Type_..._____..____.___...__..,.._,.__...,.. Model No__.....____........
Diam. ........__.. Slot size ...__.... ftom ft, to ._,...._..... ft.
Dlam. ,..._,._....., Slot size _...... ftom 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: YesJ(] No ~ To what depth? ...,...,18............ ft.
Material used in seaL..,.........M.g,.9.~J.:j,.:!':J:&,.,9.JJ!y............,_,_......_,...,.
Did any strata contain unusable water? Yes 0 No DC
Type of water? _._..._____...._ Depth of strata,.__.,___._..........
Method of sealing strata o1!........_............,.......,.._.................,..._..............
n
U(7)
PUMP: Manufacturer's Name..._._......,..,..,........_..............___._,........_,....
Type' .._....._.__.__________._...._,......., H.P _..........__..,.....
r;
1(8) WATER LEVELS: Land-surtace elevation
U 2 above mean sea level, .f2;;fCr:;73'
Static level ,__5__...._.__..._..f1. below top of well Date....._..._..=_,..I._
Artesian pressure _._..--1ba. per square inch Date,...___..._,..___
f' Artesian water is controlled by__.___....___...._._....._..._._........
(Cap, valve. etc.)
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(9) WELL TESTS:
IWas a pump test made? Yes 0
Lbeld ~O galJmin. with
Drawdown is amount water level is
lowered below static level
No I1!l If yes, by whom? ,..,.,__...,............___....,..
32 ft, drawdown after 1 hrs,
J;RecoVery data (time taken as zero when pump turned off) (water level
U measured from well top to water level)
Time Water Level I Time Water Level I Time Water Level
....................... ....-..-.............................. ..................-...........1.................-.......................................
n i i
r....------.... .---r..'...........
LL......._...,.
Date of test .._.,.._.,..........._....,..,...............,...,......
r~ailer test,....;'O...___.,gal./min, with....;i2..........ft, drawdown after......,1...........hrs.
L}:me;:::a::.;-~~-::.-=:::::==..~~..~.~:::~alD:~;~;~"~~~~;..~~-O-'~~"fi
n
lJ F No.7JS6-0S-(Rev 4-71)
(10) WELL LOG'
Formation Describe by color, character size ot 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 formation,
- I I
MATERIAL FROM TO
Top Soil I 0 ! 1
,- !
rocks and bclders 1 i 12
sand and ?-ravt:l loose , 12 ! 37
sand and ~ravtl water be&rinr. I 37 I 97____
sandstone red i 97 I 106
i I
silt and sana 1~ gpm 106 I 11 5-
ttri.j sane and =-ravel i 11 '" I 12'"
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Work startecL._____.____. 19_... CompletecL.....,....__
... 19
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......r....~..p....W~J.~...p.r..U..UP.:&..,...........,.......................... ,............
(Person. firm, or corporation) (Type or print)
"""""..~.O'~::c-~!l.8~!:~.!n..!e.~~.:!:.~...~~x....._........................
[Slgned~4......nn~..... .. ..........n....................................
(Well er)
License No....Q55..L............................. Date...!,~.!.~.~.!................. 19..1)..
(USE ADDmONAL SHEETS IF NECESSARY)
aE&o3...
Ln.1"1leOril1nal and Ftnrt Copy with
Department of Ecology
Second Copy - Own@r'a Copy
Th,l~..:~py - Drtl1@r'a Copy
ApllllcaUon No
WATER WELL REPORT
Permit No
STATE OF WASHINGTON
0-(1;) '.'OWNEB: Nam@.....R,~..k...,.._,l.9..,h.d,O',Y.I...............,.,...,_._,__,........,_ Address",~~\,<:~".....,~~l.,l1..........:\<~..~,A,~.......",..""""",..........
(2) LOCATION OF WELL: County ,..., ,l"J..!r...~::b::".l.<:\..__.......,_..........,........._.......- $(;d,~. _S_f;;;,;. Sec__~,S, T l.::J.,N" R.....2.... oM.
~S'eartng and d.lstance from section or subdivision corner
U(3) PROPOSED USE: Domestic ~ Industrial 0
IrrigaUon 0 Test Well 0
Municipal 0
Other 0
0(4) TYPE OF WORK.
Own@r's number of well
(1f more than one I
N@w well .a Method
Deepened 0
Recond1Uoned 0
Dug 0
Cable 0
Rotary Q{;
Bored 0
Drtven 0
J ett@(! 0
rl
U(5) DIMENSIONS:
DrWe<L.".tb_.Q....".._.,ft,
/" .,
D1ameter of well ,{&?,_.,...,..., inches.
Depth of completed well_...,..~.E_..Jt.
(:(6) CONSTRUCTION DETAILS:
U Casing installed: ,~,._," Dlam. from __..42._., ft. to s:.B- ft,
Threaded 0 ,_,.__" Dtam. from ,-..., ft. to ,___,_, ft.
Welded Jiil... .---" Diam. from .- ft. to ._.____ ft.
r
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Perforations: Y@Il 0 No ~
Type of perforator wsed-,___..._.._,...,_.,_..__......_...._.._._____
SIZE of perlorat1oD8 ____.... in. by ______......__.__ in.
_.____.._ perforat1oD8 from __._._..... ft. to _._.__.,.. ft.
_,____.._ perforaUODB from ___,..,__..... ft. to __._._....__..,. ft.
___._., perforaUoJUI from __...,_,..._...... ft. to ____..... ft.
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Screens: Yea 0 No Jq
Manufac:tUrer'. Name.. ..--....---___._..
Type____ _.,__ Mod@l No_
Dtam. ___..__ Slot size ____.. from ._........., ft. to _..._ ft.
Dlam. ____. Slot a1ze _._ from _.._._._ ft. to ._._ ft.
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Gravel packed: Yea 0 No ~ Sl.ze of gravel: _____
Gravel placed from ___..__, ft. to _.....___._..,_ ft.
Surface seal: Ya ~ No 0 fo wha~ depth? _,LB.__._ fL
Material used In seal..~4a.kci:c1M.:).:\~,_.._..___..___
Did any Ilt:rata contain UDWIIlble water? Yes 0 No (J.,
Type of Wllter? ___ _ Depth of strata.....
Method of. aeal1ng strata oft_______.__.
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n (7) PUMP: Manufacturer'. N--
Type ---
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(8) WATER LEVELS: Land-lIUrface elevaUon
above mean lea level. ~-J:~'
rStaUc: level _._~_--.fL below wp of well Date, ~eL218
ljArtea1aD PJWaUre ___--1blI. per aquare inch Date
Artes1aD water 11 c:oDiroll@(! by ___.__
(Cap. valve, etc.)
._H.P
11(9) WELL TESTS:
UW.. a pump tst madet Yes 0
Yield ralJm1n. with
Drawdown 11 amoUDt water level 11
lowered below ataUc level
No J!I. It yes. by whom? .___.__,_,..___.._
ft' drawdown after hrs,
n
LJR~ery data (Ume ~en .. zero when pump turn@(! off) (water level
meuured from well top to water level)
n TUlu Watu LAvel Time WlIkt'lAvel Time Watu Level
J................ ........_._._...n ,..........-... ......-....... ..........-... ...-...................
a.................. ..................
~Ba1l~ra::=Js.=~~::i~~..~th~s::=~'. drawdown atter_ZL_....hn.
ArteIian flow_ .,.,___._--I.p.m, Date.._....:3/~ "1 g __
Temperature of water____........ Wu a chemical analysll made? Y@Il 0 No D\
/l
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(10) WELL LOG:
FonnaUon Describe by color, character, me of material and structure. and
ahoto thic:kneaa of aquifer. and the kind and tI4hlre of the materia1 in each
stratum pcnetnlted. with at lea.rt one entrv fO'l' each c:hcmOe of f01"lnCJUon.
TO
'" I ;"
- ,/ ,
.*
vi
'I
- -~
J
Or~ _
, ,') . J _ "I.,
-.,
(,
~~
Work IiarWri .~ /::2..8 . 18~ CompletecL~ {.::2 8--. 1i-:za
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...~c.r.O'.n2v......&.aJ~,.L{Jf.IJI:!.~-....,l.#.C..m.
(Penson, firm. or ~r.Uon) (TiiJ Dr print)
Address....3_0.~L~._.i.11.i..W.\~~.P...~.:,.&.k-:.~.b~..'!Y.l
[SI_J_~Q..J.L_----..~i~U..--........_-_.._--
License NO.......J..\Q..........._......... Date.API?.........7-...., 19.13
ecy 050-1-20
(USE ADDITIONAL SHEETS IF NECESSARY)
~s
nFlle Orlg1nal and First Copy wIth
I n..partment o( EcololtY
L.Jsecond Copy - Owner'. Copy
Third Copy - Driller's Copy
AI-ll-lliciltion No
WATER WELL REPORT
STATE OF W ASBINGTON
Pennlt No
0;:; ~=~~a~~.~~./~~nty
m 00.& E......,............ Address..6 C. X,.....//..ql........Ye:,'".m ,....J1/A......9,I.,5 fj
TH...vg,STd,N....,.................,......,..........,..,..,- ~,w'''''. S ,€..". sec..;L'J.., T .I.7..,N R.2E,w,M
~~rmg and distance from section or subdiv,~ion corner
n
; 1(3) PROPOSED USE.
U
Domest,c .IJ"" Industrial [J
Irrigation 0 Test Well 0
Municipal 0
Other 0
Owner'~ number of well
(if more than one)
New well 0 Method
Deepened 0
Reconditioned 0
n(4) TYPE OF WORK.
U
Dug 0 Bored 0
Cable 0 Driven 0
Rotary.fi!!" Jetted 0
n
U (5) ~:~~,~~~~,~....,ft,
Diameter of well ,~,...., Inches,
Depth of completed wel1...,..9.3..._..........!t.
[1(6)
U
CONSTRUCTION DETAILS:
Casing installed. ,,,,....,
Threaded 0
Welded~
,0...... ft. to .1,3... ft,
ft, to ft.
ft, to ft,
Diam. from
Dlam, from
DIam, tram
~
LJ
Perforations: Yes 0 No Iii!!'
Type of perforator used,....,......,_....."."""""."..,..,..",.."",.."........."..,..',........
SIZE of perforations in, by In,
perforations from ft, to ft,
,..,....,........,... perforations tram _................,..... ft, to ft,
._,_........,.... perforations from ft, to ft.
n
U
f1
U
Screens: Yes 0 No Y
Manufacturer'lI Name_........_......._.._....,..,..,........,........_".."__..................""
Type_....__........._...,__..._...._.__,..... Model No.............__,_..,....
D1am, ..'..,..,_..... Slot IIi%e _........,..... from '....,......, ft. to ._._.. ft.
Dlam, ........... Slot 1Iiz:e from ,_ ft. to ........_ ft.
(I
LJ
Gravel packed: Yel 0 NOjij"" Size of gravel
Gravel placed tram __._..,_._.....,_.......... ft. to
,_.........._.....,.... ft,
n
G
Surface seal: Yes"i!/' No 0 To what depth? i.i.......,... ft.
Material used in seal,'........."..,_...._...........""'....,..""'_""..."'......,.._........-,.....
Did any mata contain unusable water? Yell 0 No 0
Type of water? ,...__......._ Depth of strata,......._............,..,......
Method of lIeallng strata off._..._.........,......,.............,........._......__...._,.....
n
U
(7) PUMP: Manufacturer's Name,.._..................,..............____....."............._
r: Type ......_....._..____..___..._.._'....'_'..... H.P ...-...............,....
U (8) W ATEK LEVELS: Land-surface elevation
. above mean sea level. ,,-}-T.~tII
n Static level _........5_~..,.._..,.....__ft, below top of well Date..#-f-.~",-J.L...
, IArtes1an preaure .....__........,......_,..Jbl, per square Inch Date...........,.............,......
U Artesian water is controlled b)'_........,.............,....,..,......_...................,.._...
(Cap. valve. etc,)
n(9) WELL TESTS:
U Was a pump test made? Yes 0
Yield gal./min, with
Drawdown Is amount water level is
lowered below IItatic level
NO):J(u yes. by whom?
ft, drawdown after
fI
I
LJ Recovery data (time taken as zero when pump turned off) (water
meaaured from well top to water level)
Time Water Level I Time Water Level I Time
....................... j...........'... ....... ..-...,.........
,j,_..........,on
I
level
Water Level
n
LJ
i...............,
1 BaJI~ra:::~..~i~::::,'~;;,:;~~:..;~=:I:s..:::~~, drawdown after .J.........hrs.
U Artesian ftow......,...,.......",.......,..............,..-....g,p.m, Date,.....,..,.........."..........,................._"
Temperature of water Was a chemical analysis made? Yes 0 N~
n
(10) WELL LOG
Formation Describe by color character. size of material and structure. and
show thickness of aqu.fers and the kind and nature of the material in each
stratum penetrated. with at least one entry for eacll change of formation.
MATERIAL
I FROM
1
!
11M i ~.E
il5 . ~~--
-I~...L-
1- I
I I
I I
I i
I I
I
:~~f"'i
A~t9A"
'r~ ~
~
I TO
I :t_
! ~tii ,
hrs,
Work ltarted...._ ..,. u., .19___... Complete<L_.... , ..~... 19_''&
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knowledge and belicf.
NAMETAC(JJ!!t.A7.."At.~_.-.~....ORJ..U.lti'...,::r,!!I.c..L.,..,
(Person. ftrm...o~rporation) (Type or print)
AddresS.....3d..3..II..._.../JJ.'f;..~.....,t:e..JlIlJ4.._........
[Signed] ~C.........~,..I.\_}........."................
(J 16 (Well Driller) JIB
License No.............1........,....-..,....,..,.,.. Date.....Y./.......V........, 19.~8"
U
ECY OSo-1.20
(USE ADDITIONAL SHEETS IF NECESSARY)
~3
'VATER WELL REPORT
STATE OF WASBINGTON
Application No
r He OrigInal and First Copy with
Depart:nent of Ecology
Second Copy - Owner's Copy
Third COpy - Driller's Copy
Permit No
(1 ) OWNER: Name,.....G.ene...,Fisc.h.er..., ".'"..,..,......,......,........,.....,...,..,......, Address..,....3,2,l4.9.",..l'Unth...Ay,e,.....,S...".F.ed.er,al....Wa.y,~.,..W,a..",..98\
(2) LOCATION OF WELL. County ,J?i.ex,ce..,........-.,.,..,.....,....,......,............................"..- ,SW....,',;. SE.....,..\;. sec....29.... T.l,1......N R..,..2E.,W.M,
Bearing and distance from section or subdivi~ion corner
J
(3) PROPOSED USE: Domestic :g] Industrial 0 Municipal 0 (10) WELL LOG:
Irrigation 0 Test Well 0 Other 0 Formation Describe by colo... cho1'octe... size of matel"ial and stf'Uctu1'e. and
show thickness of aquife..s and tne kind and natU1'e of tne matel"ial in each
Owner's number of well st..atum penet..ated. with at least one entry fo1' eacn cl1ange of fOnn4tion,
(4) TYPE OF WORK. ,1.......".....,..,.. - I I
(if more than one) MATERIAL FROM TO
New well Cl Method Dug 0 Bored 0
Deepened 0 Cable 0 Driven 0 ~:;m;~~:~.-~r~::~l ~ ~R
Recond1t1oned 0 Rotary rR Jetted 0
Sa~d 7 GraveJ & bo',l ders I 16 i 40
(5) DIMENSIONS: Diameter of well ..6...,.... inches. Gravel 6. lit'tle slJftd 40 ! ..b 4.,
Drilled,....,..6 ,9....,....,..,....ft, well,..,..,o.9..,........"......ft. , I
Depth of completed SaT't'I & big gr<,ve 1 I 6.~ .69-
I
I I
(6) CONSTRUCTION DETAILS: I - -
i !
I
Casing installed: ,6..,..,.. Diam. from ,0..,.... ft. to ,6,9..,.... ft, I I
Threaded 0 Dlam. from ft,to ft,
Welded :cJ Dlam. b'om ft. to ft, I --
I -
Perforations: Yes 0 No II I
Type of perforator uae<L......,.......,........,..""..,..,........,....,....."....,.."....."'......., I
SIZE of perforations ~_...._._.._......_....... in. by .-................ in. I I
perforadons b'om ._.......u.._...... ft. to ft, I I
n ._ perforadol:lll b'om .....--............., ft, to .-.....-.............. ft, I
'LJ ,....__............. perforatiol:lll b'om ft, to ft.
Screens: Yes 0 NoKl
Il Manufacturer'a Name,......'.____.._..__.......'..'.'.........'........______.....'..
U Type.-.".......---"..--.-..-........ Model No.._,..____..,..
Dlam. ............._ Slot alZe ................ b'om ....,....,...... ft. to ............_ ft,
Diam. ... Slot siZe ._ b'om '.... ft. to ,...._. ft. - ~
C Gravel packed: Yes 0 No ~ Slze of gravel .-,.............,.... i.( , , Ii "
, .- ;-.- , " ~ "
. . ~' , - " w -. t.,.
Gravel placed from .._...._..._..._...._.. ft. to ............._...........,...... ft. I i
~r-B '/ T 197q I
rSurface seal: Yes I!!l No 0 To what depth? ..,.......20........., ft. 1- t. '''' l;
I I ---
U Material used in aeaL.,....B,el1.tani,te..........._..........,................._...... !"' ~r',4~"T',.~ "(1 I - rr' f ':l(
Did any strata contain unusable water? Yes 0 No IX ,.~ -
Type of water?...._......__....__ Depth of strata........................,....... ,--i I ~! , ' .. \1' ~_,;::-.C~ I
) :\; l
,
n Method of sealing strata ofl._.__............._..,...........,_.............................. I
L~UMP: Manufacturer'. Name...J.acllZ.Zi....B.r.as,........_.........."....,..
Type ....__....5.S.IlB..__._______...."" UP _...,.,~-,......
1\
\ VATER LEVELS- Land-surface elevation ,.............._.ft.
LJ - above mean _a level.
level ..............5-1-......._...._..tt. below top of well Date...2~.1!t~Z9......
,n preuurfl ..___.......,_.--1ba. per square inch Date........___,_..,_.._.
n ArteSian water 11 controlled by__..__..........................,.....,
LJ (CaP. valve. etc.)
'TELL TESTS: Drawdown is amount water level 11 . 19.1.9.... 2,~,1.4................... 19...1.9.,
lowered below static level Work nartect..-2.~..
....- Complete<1.
I'unp test made? Yes 0 No~ It yes. by Whom?
lJ gal./~, with ft. drawdown after hrs, WELL DRILLER'S STATEMENT:
.. .. This well was drilled under my jurisdiction
and this report is
.. .. .. true to the best ot my knowledge and belief.
o data (time taken as zero when pump turned oft) (water level
'red b'om well top to water level) NAME,.......B.i.~ha.rds,Qn...W.ell...D.r.Ul1J1,i_,.C.Q,',...,'"
wa~:~_~~.~.I..~.i.~.~..... W4t~..~.~~..,I,.._~~=~..... Wate.. Letle I (Penon. finn. or corporation) (Type or print)
Ad...........r..Q.~....W....m9..QM,4................
2t::::::::::::::::::::::r:::::::::::::: t::::::::::::::
)f test ._............h.....................n............. (S~~................... '..iWdi.~~u~...~..,'~,..,",.....,
n.....lO...~..ga1./m1n. with......l.5........ft, drawdown after ..1.....,......hrs.
, IW .__....,_.........~...._......_._g,p.m. Date.._.h1.4~,1.9...,....._,...._....,' License No...2.2.3~O.2,~g.5.QO..,..,....,.. Date___..'?,- ~3..... 19 75!.
Le of water.........,...... Was a chemical analysis made? Yes 0 No ex '.
\
J
n
u
rI
(USE ADDITIONAL SHEETS IF NECESSARY)
u
n ~~lor~"f~COPYw1th WATER WELL REPORT AppJJcaUon No,
U Second Copy - Owner'. Copy
. ThJn1 Copy - DrtlleJ". Copy STATE OF WASHINGTON hrm1t No
n (1) OWNER: N ame,.c1ar.enc,e..,li.....,Q"l,N.eli:1.....,....,..............,..,............,.... AddJ'eS6....R,!;i.._,...l....f39,~..,J9,Q!:L..X.~,~-'_..,~a....~'" ,9.,$59..7..,......,..............".."
U (2) LOCATION OF WELL: County Thw~~9.;r;L.........n.'............,..,.............,....................,_ ~E.;....,I,~ ~.......~~ Sec....?,9....., T~7....,.N R.?~..,..W.M,
Bearll\lJ and dUtance from M!ctlon or subdivi!;ion corner
n
LJ (3) PROPOSED USE:
Domest1c ~ Industrial 0
ungaUon 0 T$t Well 0
Mun1cipal 0
Other 0
,n (4) TYPE OF WORK: ~~:~~ ~~b:ne~t well ,J,....,.......,........,.,...
LJ New well lZ Method Dug 0 Bored 0
Deepened 0 Cable 0 Driven 0
Reconditioned 0 Rotary ~ Jetted 0
C (5) DIMENSIONS:
Drtllecl......."....63,......,...,.tt ,
Diameter ot well ,6,...,............ tnches,
Depth ot completed welL.,.........SQ............tt.
n (6)
LJ
CONSTRUCTION DETAILS:
Casing installed: ,..6 Diam. from
'nlreaded 0 ,.....,.. Diam. from
Welded a ,_.,........._ Diam, tram
Q...,.., ft. to 8.0.... ft.
ft. to ...._.......... ft,
ft, to .......'..,...., ft,
n
LJ
Periorations: Yes 0 No rz
Type of perforator u.ed.........,..,..,............"",.."..,......"""....",............,...n..'....
SIZJ: of perfor.tions in. by,........,................. tn.
,_....,.._ perforations tram ft, to ,_..'............. ft,
_"'._n_'_.n._ perforatioDa tram ....................... ft, to ._........., ft,
._,......._.. perforatioDll from .._..........,........ ft, to ,..,.... ft,
,n
LJ
n
LJ
Sueen&: Yea 0 No Xl
Manlltac:turer'. Name..n_......_'__...."...._...._._.._._....__..._....
T7Pe-.....--...-.-,-..,---, Model No_.____._..........
Diam. _,_..__ Slot a1ze _._....__, tram ,..,........, ft. to ._...._..., ft.
Dlam. __,.._ Slot.ize ,......__ tram ....,......,_.. ft. to .__.__ ft.
n
U
Gravel packed: Yea 0 No Ii Size of ~.vel. .__,_.._...
Gravel placed tram _...._.___..... ft. to ....___._...,_ ft.
n
I
LJ
Surface seal: YSiJ No 0 ~~!Mift~th? -..__.._.....2lA.
Material uaecl tn .eal",..,.....".....".........,.."""..,..,..""._..............____....__.....'
Did any IrtrlIta contain unusable water? Yes 0 No%]
T7Pe 01 waterf___.___ Depth ot strata_.____._.
M~ at -un. mata o1r_............._......,..._.._...__..,_,
r'
l.J
(7) PUMP: Manufacturer'. NUDe.._....__.........._...__..____.__..
~ 'J.'7pe: - .-__..._.._........ H.P___
LJ (8) WATER LEVELS: Land-wrface elevation
.bove mean fta level. .__..ft.
Static lnel ___._,_.}u) f't. below top of well Date..51.1BJ.16,_
n Arta1aD p~ ___. IblI. per Mlllare tnch Date_,_._.____....._..
l.J Arteaan w.ter ia controlled by______....m.....___.__,_
(Cap, valve. etc.)
n (9) WELL TESTS:
LJ Wu . pump telt made' Yea 0
YJeld ,alJmJD. wtth
Drawdown ia amount w.ter level ia
lowered below static level
No XI If Yell. by Whom? ._m_......'...._......
ft, drawdown after hrs.
'1
U Recovery data (time ta1I:en .. zero when pump turned otl) (water level
zneuured tram well top to w.ter level) .
n .m~:.._.. WateT Lewl J Time Wate1' Level I Time Water LAve!
LJ ..::::::::::::::1:::::::::::=:::1'....'..'....... "_"_mm_uum
O Ba11~:~eat~~).5:~~;~"~~=:::?5.:::~~'. drawdown after..........,_..~_.hn,
ArtetdaD flow______..m~.p.m. D.te..............______.m ..
Temperature of water_,.. Was. chemical analyais made? Yell 0 No XI
'1
LJ
(10) WELL LOG:
Fonnat1on Dumbe bll colo'/'. chamcte'/' nze of material and 't'I'UCture, and
~h01D thlclcnen 01 aq\lilen and the lcind and nature 01 the materi4L in each
nratum penetrated, with at least one entry lor each change of f01'771GUon,
MATERIAL
FROM
TO
Top Soil__&;_Gravel
Gra~p.l & Boulnp.r~
RE:Ei~ED
JU:... 1..J J I
o
1
! ~;
I ~,
I
18 I
i
I
I :
1
//
/3
.63-,
~
78...
83
~~:~:g~r~v~~a~e~m]lnp.rs
~l:;~T.~~a~:~p.~ ~~~~:~:
'WaT.pr, "Rl''l111r1prQ ~ Gravpl
Ut~kKII~!!:.NT 0;: Ecor 0"'/
~J:"': I.JVJEST p. :-,"\ I f'l "I' , (\ 1:'':'''''-
'. 'V~
I
W orlt atart.-n
')/lL.. II1Th_. CompletecL_.....
')/18 . 18.16...
WELL DRILLER'S STATEMENT:
This 'well was drilled under my jurisdiction and this report is
true to Uie best ot my knowledge and belief.
NAME,...R:lcha.m.son.!.a..jl~1l..j)r1lliI1g,.....m.......m.....'.....m_..
(PerIIOn. firm. or corpor.tion) 1T7Pe or prlllt)
Ad~'_!!~.,-..2.~~.-.-._-.......
[Sign . un. n ..." u~~....._..u....uu_......._
Well DrWer)
License No..21~2.~65.QQ.u..h'u,.. Date.........uuu.....UB..m., IP.12..
ECY l)5()ol-20
(USE ADDl'I'IONAL SHEETS IF NJ:CESSARY~
~."
O F1le Ortl1nal and F1n:t Copy with
Department of Ecology
Second Copy - Owner's Copy
ThIrd Copy - Drtller's Copy
'VATER WEU.J REPORT
STATE OF WASHINGTON
Permit No
Application No,
o (1) 0 WNER: Name.....Eze1....H...,....f.~ldridge".........."......,................,............ Address..,l.17.Q.....S.!;D-...J1.0r..it.,z...,,D.r.,.L....S,!;D....J Q!;!,f;",.....C.~.l....,95132
(2) LOCATION OF WELL. County Thur,s:t,on..........,........,........,...........,...........,........,_ NE,..~~ ,SE..~~ See.29....., T ,17....N R..,2E..,W.M,
Bearing and dJstance from section or subdivision corner exc. W. 594 I exc. 330 I & Except 5 ft. for Rd.
n
U (3) PROPOSED USE:
Domestic !Xl lndustrial 0
Irrigation 0 Test Well 0
MunJcipal 0
Other 0
n (4) TYPE OF WORK:
U
Owner's number of well
(1f more than one)
New well 12 Method
Deepened 0
RecondJtioned 0
1....",..........,.,..,...,..
Dug 0
Cable 0
Rotary ~
Bored 0
Drtven 0
Jetted 0
n
LJ (5) DIMENSIONS:
Drtlled..,..l,0'3."",........."ft,
Diameter of well 6,........... inches.
Depth of completed well...,.....lOO.......,.._.!t.
II (6) CONSTRUCTION DETAILS:
U Casing installed: .6..,..,...... Diam. from
,0........ ft, to _lOD.._ ft,
ft. to ..............., ft.
ft, to ft,
n
u
Threaded 0
Welded ti
.. Diam. from
Diam, from
n
Perforations: Yes 0 No Xi
Type of perforator uaed..........,...."..............,.."....,....",.."......"...".,.............,...
SIZE Of perforations ._.,...........,..,....,.... in. by ...... in,
........._..,.,.. perforations from ........................ ft. to _..........,..,..,...., ft,
_.........,.........,_ perforations from _....,..,............ it, to .......,........_,..... ft,
,___.....,.... perforatiom from .....,................., ft, to .....,............ ft,
LJ
n
Screens: Yes 0 No:lJ
Manu1acturer's Name...,.._._.._.....,....,."'..,."'...,..,...,...,_...........,.._.__,._,'.,
'rype..-.,.....,..__..__._.____.........._...... Model No_..,..___......,..
Olarn. ............... Slot size ..........,..... from ft, to .........,....., ft,
Dlam. .m............ Slot size ....._ from ,.... ft. to .__...._ ft.
I
U
il
G
f1
LJ
Gravel packed: Yes 0 No ~ Size of gravel
Gravel placed from ,.........._......_.......... ft, to
...,......._.....,.... ft.
n
Surface seal: Yes Xl No 0 To what depth? _..,20,....,_.._ ft..
Material used in seal...,.......Bentcni:te.......,...,......,........._.._...._..
Old any strata contain unusable water? Yes 0 No II
Type of water? .._,_......_._...._ Depth of strata._..._...........,
Method Of sealJ,q strata ofl.........,..............,..........................,...,..._......,..,..._,
u
II (7) PUMP: Manufacturer's Name....Jacuzz.i_..._,__............_...._.,...,....
i I Type. , ~C .._....,_...._......._........... H.p.L.._._._.
LJ
(8) WATER LEVELS: Land-surface elevation
above mean sea level. ,...._._.....f1.
n Static level .............55........__.._..ft. below top Of well Date.....8.~3k7.7--
U Artesian p~ __...,_--1b8. per square loch Date.......__.._..._,
Arte81an water is controlled b7___....._............._....___....___._._..
(Cap, valve, etc.)
r (9) WELL TESTS:
U Wu a pump test made? Yes 0
Yield ,al.lm1n. with
Drawdown 1a amount water level 1a
10wen!d below static level
NoZl U yes, by whom? ,............,.....................
tt, drawdown after hrs,
:l
LJ
Recovery data (time taken u zero when pump turned olf) (water level
meuured from well top to water level)
J m.~~=~..... ..~~~~~_~=~.~.I,..~.t.=~_... Water .~~.~.l..,.n.~~=:.... ..:::.~..~::~..
..........n.n..n.' "r:::::::::::::: '::::::::::::::::
'1 Date of, test -....,B-}l-T7-.........,..,................
LJ Ba11er test......2D.......,al./m1n, with..}O..,........tt. drawdown atter_........~.._.hrs,
ArteII1an Bow .__......_...".....__.......__.-& ,P.In. Date.......,,'.......................,__.._...,
Temperature of W8! er ......-....., Was a chemical analysis made? Yes 0 No b(
n
L.J
(10) WELL LOG:
Fonnation Describe by color. character, $ize of materiaL and strocture, and
show thickness of aqu.lfers and the kind and nature of the materia! in each
stratum penetrated, wtth at \east one entry for each chan<1e of formation,
MATERIAL
FROM I
o!
?I
1?
18i
4;::> i
44
81
83
9fi
2
12
18
42.._,
44__
8, _
83-
9fi
103
TO
'T'n!'l Sn; 1 & r,.l";::!VP 1
r,.l";::!vp1 & Rn1npl"~
H;::!l"rlp;::!n & Rn'np~~
C1;::!y & r,.l";::!vp1
~P;::!!'l;::!gp
n -
~l"rl!'l~n ~ bn1rlpl"~
A 1;+'+'11" W;::!+'Pl" ~ r,.l";::!vp1
C1RY & r,.l"Rvp1 ~ Rn1npl"~
WR+'pl", C1RY ~ r,.l";::!vpl
8-31 77 8-31
WorX ~.___. 19__. Completed___
.1f1..7...7...
WELL DRILLER'S STATEMENT:
This well was drilled under my jurisdiction and this report is
true to the best of my knOWledge and belief.
NAME_--m.mRicllar.dso.n__W~.ll.J);r.il.li~..C.Q.'..m..'n__.__..........n
(Person. finn, or corporation) (Type or print)
License No..ZZ.3::-:9.?::o:95.QQ............. Date...9.(:::f.9................... 19 .71
ECY 05~1.20
(USE ADDITIONAL SHEETS IF NECESSARY)
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File Origmai and First Copy wI~h
Department of Ecology
Second Copy - Owner's Copy
Third COpy - Driller's Copy
Application No Q'?,~,7.,~f..(P~
WATER WELL REPORT
STATE OF WASHINGTON
Permit No
(1) 0 WNER: Name,..,..~,:,!:',~,??, ,E.:..,'~:,!:'~.?;::,-'"..,=.,?r:;..~,....,....,..,..........,....,... Address")Y~):9....~,, ,:::,-r:.;'....?,::E~,~~, "~,':.~\,1"..,?~~~E,'-..,y!=:,~....:?,$.~
(2) LOCATION OF WELL. CountY.:.-';:~.rS.:I-,QD,.........................,............., .................,........... ...;::, \. 3E ,,. sec...~9....., T l7....N R....9..,W,M,
Bearing and distance from section or subdivIsion corner /080 If. 5fMK '~ //:2.0#. t..Vt!&f or fE'/<I C.""""U' ()7' s~~ 27
(3) PROPOSED USE. DO~~:D{ lndustriai 0 MunicipalO (10) WELL LOG'
Irrigation 0 Test Well 0 Other 0 Formation Describe by coLor, character, size oj materia! and structure. aT!.d
show thickness oj aqutfers and the kind and nature of th.e materiaL in eacn
stratum penetrated. with at least one entry for each ch.ange of formation.
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(4) TYPE OF WORK. Owner s number of well
(if more than one)
New well JdiQ Method
Deepened 0
Reconditioned 0
Dug 0
Cable 0
Rotary rJ
Bored 0
Driven 0
Jetted 0
(5) DIMENSIONS:
DriIled"......,9.6...............,ft,
Diameter of well 8 & 6 inches,
Depth of completed well.........,96...........,..,.tt,
(6)
CONSTRUCTION DETAILS.
Casing installed: $........, Diam. from
Threaded 0 .6........." Diam. from
Welded~ ._.......... Diam, from
Q....... ft, to
.0....... it, to
ft. to
47,...._ it,
96...... it,
ft.
Perforations: Yes 0 No e
Type of perforator used........,...,..,...",...,..",..."..".....",.."..."",....,......,....,.......
SIZE ot perforations ,.............._....._....... in, by in.
,..,....,_,.._ perforations from ft, to ft,
.._..................'- perforations from it, to ft,
,__,_..,.._.. perforations from ft. to ft,
Screens: Yea 0 No ~
ManUfacturer's Name......,......._,...,............."..,.....,..".............._.............._...."..
77Pe----.--.......--.....-,............-..,... Model No .__..__...........'
D1am. ......_._ Slot size ,_..,....... from ft. to ._............. ft.
Dtam. _. Slot size .m...... from ft. to ,_ ft.
Gravel packed: Yes 0 No ~ Size of gravel.
Gravel placed !rom ...__.....__,......_......... ft, to
,_....._.. ft,
Surface seal: Yes ~ No 9. To w~at depth? 29.............. ft.
Material used in sea!..,.........::,en"t.QnJ.te........_..,.....,.......,.."......___.....
Did any mata contain unusable water? Yes 0 No !i
T;ype of water?__...__..._.__...... Depth of strata.........,.........._.......,
Method at sealing strata oiL.............,................,...............,..........,...............,
PUMP: ManUfacturer's Name.._...J,q,~~.~_~~,J~?r.9E..!,L.J,~.9..!....
Type ,q,lhmp1'" !';; h) e ,,_.lS.-Yc...._........_........... H.P......_l._.....,
[1, (8) WATER LEVELS. Land-surface elevation
U above mean sea level. ..'..r-..1j7;..-ft.
Static level _.)9__..._.._..ft. below top ot well Date..,..71,)"..:I...75._
Artesian PresBUn! ___..._.lbs. per square inch Date........,......_.._.........
Artesian water is controlled by._____,..,__,.___..............___.............
(Cap, valve, etc,)
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(9)
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WELL TESTS:
Drawdown is amount water level is
lowered below static level
No lJ[ It yes. by whom?
ft, drawdown after
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' Time Water Level I Time ~ W4l~vel
n ............m ..........-.-......C::::::::::::: ....u...... .............n. .:.__..........
U
m...........,i......,.,.......
Date of test ................_...................,..,......,....,.......
Bailer test_g,Q......galJmin. with.....3Q........ft, drawdown after.......J:.........hrs,
n Artesian fiow_._..".._....._..__.............,g.p:m. Date........,........,...,__.......,..._............,.
, I
U Temperature ot water...._.......... Was a chemical analysis made? Yes 0 No [;1J:
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MATERIAL
TOD soil,~__,2:ravel
Sre.vel~ clav' boulders
Clay, ccravel '-'. Doulders ,
water
Boulder
Gravel 8.: clay
Clay & gravel, some water
,8
46
48
56
46
48
5~:=
58
G"';:>vel cl av c: boulders 58 i 90
G"'avel water 90 , 96
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f)C'J."!::;T "'IT O~ r""'l""'" f"'\~ I I
- - - - -. . I
(',, 1-' I "C'T D7,-- " , r -- ,,~
.. '- .. .. " oJ"
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hrs,
Work Btarted..__ll.9.l..,__, 19_7.5.. CompleteQ...._. 7 /1 ~._.. 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.......~.;.~!?-.~.:;:~~.?~..~~~~...!?E.~~~.~~...~:?E:1p.~.~,r,.."".,........
(Person. finn, or corporation) (Type or Print)
P.c. Box 44408, Tacoma, Wa. 98444
:~::;;:~~:;...._.=......
License No..g?.3.:::9.?.:::~5..9.Q'.....h..... Date.~~P!:~~!?!:.:...~.~.119.!!...
S. F No. 735~S-(Rev 4-71)
f'\ \ L {\\ (USE ADDmONAL SHEETS IF NECESSARY)
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223966
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~ ATE R ~ ELL R E P 0 R T
STATE OF WASHINGTON
Start Card No W058798
Unique Well I D. I ABY030
Water Right Perlit No
=================================================================================================================================
1) OWNER: NaIe BARRARD, RIRI!.D 0 '" ALii Address PO. BOX 487 yEtll, WA 98597-
========================================================::::::::::::::::::::::::::::::::::::::::::::::::::::======~==============
(21 LOCATION OF WELL: County fHURSfOI - 1/4 1/4 Sec 29 T 17 N. R 2E WK
(2al STREET ADDRESS OF WELL (or nearest addressl 17405 103RD AVE SE, YELII
==::::::=:_:=:==::::=:::::=::::===::=..=======:=:===:=====::===:=::==::==:=:=:=:===::=:=::::==::====:._:::::==:==.:.::=:=:========
(3) PROPOSED USE: DOIIISfIC (10l WELL LOG
==============================a==...:=:=========================a ________________________________________________________________
(4) TYPE OF WORK: Owner's RUlher of well Forlation: Describe by color. character. size of laterial
(If lore than one, and structure, and sbow thickness of aquifers and the kind
NBlIBLL Method: ROnRY and nature of the aaterial in each stratul penetrated, with
::::............................................................. at least one entry for eacb change in forlation.
(5) DIMENSIONS: Dialeter of well 6 inches -----------------------------------------------------------------
Drilled 163 ft. Depth of cOlpleted well 160 ft MAfERIAL FRO II TO
:..............:....:............................................ BROil GRAY GRAVIL& COBBLES 0 23
16) CONSfRUCTION DEfAILS: BROI. LOOSI SAID & GRAVIL 23 37
Casing installed: 6 'Dia. frol +1 ft. to 160 ft SAKI, BUf DAIlP 37 41
VBLDID ' Dia. frol ft to ft. BROil SILU SAlD/GRAV 41 57
. Dia. frol ft. to ft SAIlI,BUf 1/ SIl Allf H20 57 62
---------------------------------------------------------- BROI. SILTY SAlD/GRAV 62 71
Perforations: 10 SOO, BIIT DAIIP 71 82
TIpe of perforator used BROil SILTY SAID 82 97
S ZE of perforations in. by in. BROil DAIlP SILU SAlD/GRAV 97 110
perforations frol ft. to ft. BROil COARSI SAID & GRAnL 110 121
perforations frol ft. to ft II lAnR 110 121
perforations frol ft to ft COARSB SAID & GRAVEL BOULDIR 121 144
---------------------------------------------------------- TIGHT AIG GRVL 144 150
Screens: 10 BLACK fO RID 150 158
Kanufacturer's Nale AIGULAR GRAVEL 150 158
Type Model Ho. BLACK ROUIDBD GRAVEL UnR BBARIRG 158 163
DIal. slot size frol ft. to ft.
Dial slot size frol ft. to ft
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Gravel packed: 10 Size of gravel
Gravel placed frol ft. to ft.
----------------------------------------------------------
Surface seal: YBS fo what depth? 18 ft
Katerial used in seal BIITOIITB CLAY
Did any strata contain unusable water? 10
Type of water? Depth of strata ft.
lIethod of sealing strata off IIA
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(7) PIIIIPI lIanufacturer's lale
Type I/A
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=...=:...........................................=...............
II
(8) IAfER LEVBLS: Land-surface elevation
above lean sea level . . ft.
Static level 48 ft. below top of well Date 07/12/95
Artesian Pressure lbs. per square inch Date
Artesian vater controlled by I/A
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Work started 06/29/95 COlpleted 07/12/95
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(9) IELL TESfS: Dravdovn is alouDt water level is lowered below
static level.
Was a pUlp test lade? 10 If yes, by whol?
Yield: gal./lin with ft. dravdovD after hrs.
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Recovery data
file later Level Tile later Level file later Level
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Date of test I /
Bailer test galllin ft dravdown after
Air test 20 gal/lin. v/ stel set at IG0 ft. for 1
Artesian flov g.p.l. Date
fe.perature of water Was a cbelical analysis lade? 10
brs.
hra.
IELL COISTRUCfOR CERTIFICAfION:
I constructed andlor accept responsibility for con-
struction of this veIl. and its cOlpliance vith all
lashington veIl construction standards. lIaterials used
and the inforlation reported above are true to IY best
knovledge and belief.
RAIlE OILII DRILLIIG, IIC.
(Person, fin, or corporation) (Type or print)
ADDRKSS 4312-1 I I. ~IBR,~A
[SIGRED] .. ~ ~ense 10. 837 [, HCnnA
Contractor's
Registration 10 OELKIDI 13GQC
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;===acc==..=a=========.==...:====..====================::a=.a...=..._.=.:====:========::===:===================:::::_==:=::==_:.:=
Date 07/13/95
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File Original and First Copy with
~rtment of Ecology
Second Copy - Owner's Copy
Third Copy - Driller's Copy
WATER WELL REPORT
Start Card No. vi I '13 , t>
UNIQUE WELL 1.0. .4BK 0.30
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(1)
STATE OF WASHINGTON
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(2)
(28)
(3) PROPOSED USE.
Municipal 0
Other 0
Domestic
D Irriga~on
o DeWater
Industrial 0
Test Well 0
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(4) TYPE OF WORK.
Owner's number of well
(If more than one)
New well ~
Deepened 0
Reconditioned 0
Bored 0
Driven 0
JenedD
Abandoned 0
Method; Dug D
Cable tJ_
Rotary ~
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(5) DIMENSIONS: Diameter of well inches,
Drilled /1)0 feet. Depth of completed well I Di:!J It,
(6) CONSTRUCTION DETAILS: It, to J DIJ
Casing Installed: {, Diam, from+ / It,
Welded ~ Diam, from It,to It,
Liner install ,
Threaded 0 Diam, from It,to It,
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Perforations: Yes 0 No
Type of perforator used
SIZE of perforations
perforations from
perforations from
perforations from
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Screens: Yes 0 No
Manufacturer's Name
Type
Dlam,
from
from
Model No,
It,to
It,to
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Slot size
Diam.
Slot size
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Gravel packed: Yes 0
Gravel placed from
Size of gravel
It. to
No 1\
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Surface seal: Yes ~ Bfid~ what d~
Material used in seal III
Did any strata contain unusable water? Yes 0 No 0
Type of water? Depth of strata
Method of sealing strata off
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(7) PUMP'
Type:
Manufacturer's Name
H,P
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(8)
Land-surface elevation
above mean sea level
It. below top of well
Ibs, per square inch
Date
Dale
WATER LEVELS.
Static level 3 Jl
Artesian pressure
Artesian water is comrolled by
(Cap, valve, etc,)
o
(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.lmln, with It, 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)
lime Water Level lime Water Level lime Water Lavel
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Date of test
Bailer test _ gal.lmin, with It, drawdown after hrs,
Alrtest \~ gal.lmin, with stem set at ~O It, for ~' hrs.
Artesian flow g,p,m, Date
Temperature of water _ Was a chemical analysis made? Yes 0 NO~
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ECl 050-1-20 (2/93)
Water Right Permit No,
",
;I~ 1;4Sec~ T,J!l-N.,RAw,M.
(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 material In each Slrafum penetrated, with at least one entry for each
change of Information,
in,
MATERIAL
It,
It,
It,
It,
It,
It,
It,
:9 ~ e-d\f S:
ft.
Wor!< StaMed
19
19, Complet
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
the information reponed above are true to my best knowledge and belief.
NAM~//)e..1 L L III G CD
$"; (PERSON, FIRM. OR CORPORATION)
~~~~
I 0 ER)
3 ~:;. - ~'?4-1
(TYPE OR PRINT)
III.( 9.P~ 0>.-
Ucense No. c:ll c;). 9
Contractor's
~~ip"/( / ~# /3 b" ~ Date 1... ;). 3-
(USE ADDITIONAL SHEETS IF NECESSARY)
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