HomeMy WebLinkAboutGEO2022-00037 for BLD2022-00445 - GEO Geological Review - 3/3/2021 PLANNING RECEIVE
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APR 2022
615 w 41der Street
Geological Assessment
Bear Valley Enterprises Single Family Residential Property
470 E Hardings Hill Road, Allyn
Parcel No. 12232-23-90020
Mason County, Washington
March 3, 2021
Project#2147
Prepared For:
Bear Valley Enterprises, LLC
16516 119''Ave CT E
Puyallup, Washington 98374
Prepared By:
Envirotech Engineering
PO Box 984
Belfair, Washington 98528
Phone: 360-275-9374 "
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3/3/2021
MASON COUNTY 7
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! COMMUNITY SERVICES Geological Assessment
Build ng,Phnning Envunnmentel Health.Cnmmuntly Health
Instructions:
This checklist must be submitted with a Geological Assessment and completed,signed,and stamped by the licensed
professional(s)who prepared the Geological Assessment for review by Mason County pursuant to the Mason County
Resource Ordinance. If an item is found not applicable,the report should explain the basis for the conclusion.
McfL:Unless specifically documented, this report does not provide compliance to the International Residential Code
Sections R403.1.7 for foundations on or adjacent to slopes, Section R403.1.8 for expansive soils or section 1808.7.1
of the International Building Code Section for Foundations on or adjacent to slopes.
"pplicant;'Ovrrer Sear Valley Enterprises Parcel# 12232-23-90020
Site Address 470 E Hardings Hill Road
(1) A discussion of the geologic conditions in the general vicinity of the proposed development,with geologic unit
designation based on referenced maps.
Located on page(s) 5
(2) (a) A discussion of ground water conditions,
Located on page(s) 6
(b) A discussion of the estimated depth to water,
Located on page(s) 6
(c) A discussion of the quantity of surface seepage,
Located on page(s) 6
(d) A discussion of the upslope geomorphology,
Located on page(s) 3
(e) A discussion of location of upland waterbodies and wetlands.
Located on page(s) 3
(3) The approximate depth to hard or dense,competent soil,e.g.glacial till or outwash sand.
Located on page(s) 5
(4) A discussion of any geomorphic expression of past slope instability(presence of hummocky ground
or ground cracks,terraced topography indicative of landslide block movement,bowed or arched trees
indicating downslope movement,etc).
Located on page(s) 4
(5) A discussion of the history of landslide activity in the vicinity,as available in the referenced maps and .
records.
Located on page(s) 7
(6) An opinion on whether the proposed development is within the landslide hazard area or its associated buffer or
setback and the potential for landslide activity at the site in light of the proposed development.
Located on page(s) 7
(7) A recommendation by the preparer whether a Geotechnical Report should be required to further evaluate site
conditions and the proposed development of the subject property.
Located on page(s) 11
(8) If the presence of a hazard is located within 300 feet of the proposed development,then the following are
delineated on a geologic map/site map:
(a) The area of proposed development,
Located on map(s) n/a
(b) The boundaries of the landslide hazard area(top,both sides,and toe),
Located on map(s) n/a
(c) The associated buffers(top,both sides,and toe),
Located on map(s) n/a
(d) Building or other setbacks(top,both sides,and toe),
Located on map(s) n/a
(9) A site map drawn to scale showing the property boundaries,scale,north arrow,and the location and nature of
existing and proposed development on the site.
Located on Map(s) Site Plan (Appendix A)
I, Michael Staten,hereby certify under penalty of perjury that I am a civil engineer licensed in the State of Washington
with specialized knowledge of geotechnical/geological engineering or a geologist or engineering geologist licensed in
the State of Washington with special knowledge of the local conditions. I also certify that the Geological Assessment
s. ihr''r.cfl(e+!:4EnF�rnno••*3r
March 3 2021 and entitled Bear Valle Enterprises Single F..::'E.. .... .... .. ... _.. -
dated y p q
meets all the requirements of the Mason County Resource Ordinance,Geologically Hazardous Areas Section,is
complete and true,that the assessment demonstrates conclusively that the risks posed by the landslide hazard can
be mitigated through the included geotechnical design recommendations,and that all hazards are mitigated in such a
manner as to prevent harm to property and public health and safety.
C1:
4.3,045
P.;
Disclaimer:Mason County does not certify the quality of
the work done in this Geological Assessment.
Page 2 of 2
TABLE OF CONTENTS
1.0 INTRODUCTION.................................................................................................................................1
1.1 PROJECT INFORMATION.................................................................................................................... 1
1.2 PURPOSE OF INVESTIGATION AND SCOPE OF WORK........................................................................ 1
2.0 SURFACE CONDITIONS....................................................................................................................3
2.1 GENERAL OBSERVATIONS..................................................................................................................3
2.2 TOPOGRAPHY.....................................................................................................................................3
2.2.1 Upslope Geomorphology............................................................................................................3
2.3 SURFACE DRAINAGE..........................................................................................................................3
2.3.1 Upland Water Bodies.................................................................................................................3
2.4 SLOPE AND EROSION OBSERVATIONS...............................................................................................4
3.0 SUBSURFACE INVESTIGATION.....................................................................................................5
3.1 FIELD METHODS,SAMPLING AND FIELD TESTING...........................................................................S
3.2 GEOLOGIC CONDITIONS....................................................................................................................5
3.3 SPECIFIC SUBSURFACE CONDITIONS.................................................................................................6
3.3.1 Groundwater............................................................................................................................... 7
4.0 ENGINEERING CONCLUSIONS......................................................................................................8
^.1 L iVDSLIDE HAZARDS.........................................................................................................................R
4.1.1 Landslides and Slope Stability Analysis...................................................................................10
4.1.2 Surface and Subsurface Drainage...........................................................................................10
4.2 EROSION HAZARDS..................................................._......................................................................
10
4.3 SEISMIC HAZARDS.............................................................................................................................11
1.4 OTIIDR CONSIDERATIONS.................................................................................................................11
5.0 CLOSURE.............................................................................................................................................12
Appendix A-Site Plan _
Appendix B-Soil Information
1.0 INTRODUCTION
Envirotech Engineering, PLLC. (Envirotech) has completed this geological assessment for a
residential property located at 470 E Hardings Hill Road, identified as parcel number 12232-23-
90020 in Mason County, Washington. As presented herein,this assessment includes information
pertaining to the Project in this Introduction Section; observations of the property and
surrounding terrain in the Surface Conditions Section; field methods and soils descriptions in the
Subsurface Investigation Section; and, assessments for landslides, erosion, seismic hazards, and
other considerations in the Conclusions Section.
An initial geological/ geotechnical evaluation of the project was conducted by Envirotech on
February 10, 2021. It was determined that natural slopes between 15% and 40% were present
within 300 feet of the project. Due to these slope grades, a geological assessment is required
pursuant to landslide hazard areas of the Mason County Resource Ordinance(MCRO).
During the evaluation and site visit by Envirotech, surface and subsurface conditions were
assessed in order to determine if further geotechnical studies are required.After completion of the
field work and applicable Project research,Envirotech prepared this geological assessment.
1.1 Project Information
Information pertaining to the project was provided by the proponent of the property, and
observations from a field visit by Envirotech.The proposed development is expected to consist of
a new single family residence, on-site septic system, and other ancillary features typical of this
type of development. Approximate site development with relation to existing site features are
illustrated in the Site Plan in Appendix A of this report.
1.2 Purpose of Investigation and Scope of Work
The purpose of this geological assessment was to evaluate the project in order to confirm that the
proposed development is outside of any landslide hazard area and its associated buffers and
setbacks as determined in the MCRO. The investigation included characterizing the general
project surface and subsurface conditions, and evaluating the suitability of the soils to support the
planned site development. In order to fulfill the purpose of investigation, the geological/
geotechnical program completed for the proposed improvements of the Project include:
• Review project information provided by the proponent of the project;
• Conduct a site visit to document the site conditions that may influence the construction
and performance of the proposed improvements;
• Define general subsurface conditions of the site by observing soils within test pit
excavations, review well logs from existing wells near the Project, and evaluate
geological and hazard maps depicting the site geology for the vicinity of the project;
Pr-form soils testing,such as visual classifications,to determine selected index properties
of the soils;
+ Complete an engineering assessment supported b planned site alterations and the surface
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and subsurface conditions that were identified by the field investigation, soil testing, and
applicable ro'ectresearch;and,
PP project
• Establish engineering conclusions based on findings
s and anticipated development.
Envirotech Engineering Geological Assessment
PO Box 984 page 1 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
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Vicinity Map from Mason County Website
Envirotech Engineering Geological Assessment
PO Box 984 page 2 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
2.0 SURFACE CONDITIONS
Information pertaining to the existing surface conditions for the project was gathered on February
10,2021 by a representative with Envirotech. During the site visit,site features were documented
that may influence construction or reveal potential geological hazards. This Surface Conditions
Section provides information on general observations, vegetation, topography, drainage and
slope/erosion conditions for the project and surrounding areas.
2.1 General Observations
The property is currently vacant land with few improvements and surrounded by residential
development.East Hardings Hill Road extends along the north side of the property.Vegetation on
and near the property consists primarily of firs and other trees and shrubbery common to this area
of the Pacific Northwest.An aerial photo of the Project and immediate vicinity is provided on the
following page.
I
2.2 Topography
The topographic information provided in this section was extrapolated from a public lidar source,
and incorporated observations and field measurements. Where necessary, slope verification
included measuring slope lengths and inclinations with a cloth tape and inclinometer. See the Site
Plan in Appendix A for an illustration of the general slope indicators with respect to the planned
development.
Descending slopes exceeding 15% are located on and beyond the property.Average slope grades
are approximately 14%with a vertical relief of approximately 35 feet.
2.2.1 Upslope Geomorphology
Ascending grades are generally located to the southwest of the planned development.
This slope is relatively minor within 300 feet of the Project, with no apparent slope
grades of at least 15%.The upland area of the property is situated on a hillside and crest.
Landforms are primarily of glacial origin with centuries of weathering overburden.
Additional geomorphology that is pertinent to both upslope and downslope areas are
provided in the Subsurface Investigation Section of this report.
2.3 Surface Drainage
The majority of the stormwater runoff originating upslope from the anticipated development is
expected to be minimal to moderate. Significant scour, erosion and sediment transport was not
apparent near the project.
2.3.1 Upland Water Bodies
There are no apparent water bodies or wetlands located upslope from the planned
development that would significantly influence the Project.
Envirotech Engineering Geological Assessment
PO Box 984 page 3 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
2.4 Slope and Erosion Observations
The existing moderate slopes near the Project signal a potential landslide or erosion hazard area.
Some indicators that may suggest past slope movements include:
• Outwash of sediments near the bottom of the slope,
• Fissures, tension cracks or naturally stepped land masses on the face or top of the slope,
and parallel to the slope,
• Fine,saturated subsurface soils,
• Old landslide debris,
• Significant bowing or leaning trees,or,
• Slope sloughing or calving.
The above mentioned indicators, or other signs of significant mass wasting on the property or
within the general vicinity of the Project were not observed or discovered during research.
Indications of past landslides, current unstable slopes, deep-seated slope problems, or surficial
slope failures were not observed during the site visit.
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Aerial Photo from Mason County Website
Envirotech Engineering Geological Assessment
PO Box 984 page 4 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
3.0 SUBSURFACE INVESTIGATION
Information on subsurface conditions pertaining to the project was gathered during research and a
site reconnaissance. The site visit was accomplished on February 10, 2021 by a representative
with Envirotech. Specific information on field methods, sampling, field testing, subsurface
conditions,and results from soil testing are presented in this section of the report.Appendix B has
pertinent information on subsurface conditions for the Project, including test pit log(s)
representative of the site soils,and water well report(s) originating from the subject property and/
or nearby properties.
3.1 Field Methods,Sampling and Field Testing
Information on subsurface conditions for the Project was accomplished by probing anticipated
foundation areas with hand tools, and observing soils within test pit excavations and/ or earth
cuts. Information on subsurface conditions also included reviewing geological maps within the
Project vicinity, and water well reports originating from nearby properties. No soil samples were
collected for this Project.Envirotech measured the relative density of the in-situ soils by gauging
the resistance of hand tools.
3.2 Geologic Conditions
In general, soils at the project are composed of materials from glacial advances. The geologic
conditions as presented in the "Geologic Map of Washington," compiled by J. Eric Schuster,
2002 indicates Quaternary sediments, Q8. Quaternary sediments are generally unconsolidated
deposits, and dominantly deposited from glacial drift,including alluvium deposits. This project is
located within the Puget Lowland. Typically, "lower tertiary sedimentary rocks unconformably
overlie the Crescent Formation."as revealed in the Geologic Map. Initial sedimentary rocks were
formed from shales, sandstones and coal deposits from rivers. During the Quaternary period, the
Puget Lowland was covered by numerous ice sheets,with the most recent being the Fraser glacier
with a peak of approximately 14,000 years ago. Upon the glacial retreat, the landscape was
formed by glacial erosion glacial drift deposits.
The "Geologic Map and Cross Section of the Kelso 7.5-minute Quadrangle" by Vaughn E.
Livingston,JR., 1966,provides the following caption(s)for the project area:
Envirotech Engineering Geological Assessment
PO Box 984 page 5 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
Alluviurn, -Silt, ;and.and gra,cl dt x+•sled an-irc.tnt.:nuy include some lacu,trtnc,hpo�lt,
and orgumc rnat%rials,such as peat.
Vasbon till- -Unatralitied to moJ natcly stratified,campact,umoned mixture of clay.silt.sand.
.trtd pravel dgositcd dtrmily by ltiacaal we.pay to tan.nr'arly ner%x,here tit%harp contact with
underlying units:does not drain w-eli as pernt:abiltt} and;,+rosily arc to v-.,and and tinrr_tarn.,
in matrit arc-,ray angular:pchhlo-to houhlcr-,r,e etas,,arc cuannumly strtuml and Iaixtcd.
having angular and(or)rounded elites;t> Nedra we ut aurally t"euut sud and r,;Wt%cl) rare.
may contain iru nbcda of nand lard growl.-fhc surface of thie mill is clutaclerutal by str.ntrttlincd
drumlins.>trration%,staid flute-that arc gencrully hundred;to thou.and.,of Sect lung.Angular to
.-uhiminded elaciul errau:t+uuiJer-,coacraing rrn+atly ofpiutome or nactanwrphic ruck,are
,'ontmmit Mu di,!,emnlatcd on the aurfacc of tlu.un►t Unit may he cupped by it fcu-feet of
tw.orted and<wmA uhlaaa+n,a W and srctwl of by unit Qgos.V.Ou n till hwilly:ru+xut.ol,ler
wdamentc,forming angular unconformities.Drag folding and horizontal shcannr may occur at
the base of the till or internally between layer,of till.csprcrailly in thick deposits.Unit Qgt
rantm;in thickness from 0 to at Nast 50 ti.
3.3 Specific Subsurface Conditions
The following subsurface conditions are estimated descriptions of the project subgrade utilizing
information from the depth of penetration at all testing, sampling, observed and investigated
locations. Soils for this project were described utilizing the Unified Soil Classification System
(USCS). Using the USCS in conjunction with estimated relative densities and other anticipated
engineering properties of the soil, susceptibility for potential landslides, erosion and seismic
hazards may be assessed.
The project is primarily composed of undisturbed, native soils, without indications of substantial
fill. Competent bearing soils were encountered at 12 inches below the existing native ground
surface in locations where the ground was probed. For engineering purposes, these native soils
consist of distinguishable layers,as presented below.
Soils within the upper 6 feet of natural ground were observed to be primarily poorly graded with
gravel (SP). Expanded and specific subsurface descriptions, other than what is provided in this
section,are provided in the soil logs located in Appendix B of this report.
According to the "Soil Survey of Mason County," by the United States Department of
Agriculture, Soil Conservation Service (SCS), the site soils are described as Alderwood gravelly
sandy loam, Ab, with 8% - 15% slopes. See the soil map below, and the applicable SCS soil
profile(s)in Appendix B of this report.
Envirotech Engineering Geological Assessment
PO Box 984 page 6 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
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Soil Survey From USDA Natural Resources Conservation Service
3.3.1 Groundwater
From the water well report(s)and knowledge of the general area,permanent groundwater
is at least 100 feet below the current ground surface. Surface seepage or perched
groundwater at shallow depths was not observed on-site, nor indicated on the well
reports. However, some seasonal groundwater is expected to flow directly above the
hardpan on occasion.
Envirotech Engineering Geological Assessment
PO Box 984 page 7 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
4.0 ENGINEERING CONCLUSIONS
The following sections present engineering assessments and conclusions concerning the project.
These conclusions have been made available based on the planned construction activities as
outlined in the Introduction Section of this report; general observations of drainage and
topography as summarized in the Surface Conditions Section; and, soil conditions that were
identified by the field investigation and soils testing as outlined in the Subsurface Investigation
Section. Conclusions for the Project that is provided herein, includes pertinent information for
landslide,erosion and seismic hazards.
4.1 Landslide Hazards
For the planned development, as provided in the Introduction Section of this report, it is
Envirotech's opinion that the proposed development is not subjected to or cause adverse impacts
to a landslide hazard area or its associated buffer or setback as defined in the MCRO. This
conclusion is based on the contents provided in this report.
Landslides are natural geologic processes, and structures near slopes possess an inherent risk of
adverse settlement, sliding or structural damage due to these processes. Geotechnical engineering
cannot eliminate these risks for any site with sloping grades because gravity is constantly
inducing strain on the sloping soil mass. Excessive wet weather and/ or earthquakes will
exacerbate these strains. Geotechnical engineering considers excessive wet weather and `design'
earthquakes in order to provide an acceptable factor of safety for developing on or near sloping
terrain.These factors of safeties are based on engineering standards such as defining engineering
properties of the soil,topography,water conditions,seismic acceleration and surcharges.
Surface sloughing or other types of surficial slope movements usually do not affect the deep-
seated structural capability of the slope. However, excessive and/or repeated surficial slope
movements, if not repaired, may represent a threat to the structural integrity of the slope.
Maintenance of the slope should be completed if the situation does arise in order to prevent the
possibility of further surficial or deep seated slope movements that may be damaging to life or
property.
According to the Coastal Zone Atlas of Mason County, Washington, the Project is within and
near terrain labeled `Stable' and `Intermediate' regarding potential landslide activity. Stable
slopes are generally not prone to landslides due to small grades and accommodating geology.
Historically, intermediate terrains have no known landslides. A site specific analyses and
conclusions concerning the slopes are presented herein. A Stability Map from the Coastal Zone
Atlas for the general area of this Project may be found below.
Envirotech Engineering Geological Assessment
PO Box 984 page 8 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
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Map from Washington State Department of Ecology Website
According to the Department of Natural Resources (DNR) "LHZ—Final A-1 Map —Landslide
Inventory—Mason Watershed,by Sarikhan,et. al.,May 2007,"previous landslide activity is not
recorded near the project. Per the Resource Map from DNR, the Project is not within terrain
labeled `highly unstable' or `highly erodible' relating to soils. DNR labeled portions of this
project as medium to high slope instability with relation to slopes. This delineation is primarily
dependent upon slopes and convergence. Secondly, lithology and precipitation are modeled
within this delineation. In summary, this designation is based on mapping without field
observations or knowledge of the specific site geology or soils. A resource map from DNR is
provided below:
Envirotech Engineering Geological Assessment
PO Box 984 page 9 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
..� Project
Sods-Hydric Soils
)t ry -
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Soils-Highly Unstable Soils
3! Soils
�� -Highly Erodible Soils
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---� Westside Slope Stability Model(FP)
G /� Moderate Slope Instability
11:18,0560 i 1-i mi ,r High Siupe instabFlay
Map from Washington State Department of Natural Resources Website
4.1.1 Landslides and Slope Stability Analysis
Past landslide activity or high slope instability indicators near the proposed development
was not revealed during the project research.In addition,detrimental landslide activity or
potential high landslide indicators were not observed during the site visit as outlined in
the Surface and Subsurface Conditions Sections of this report. Due to these factors, and
existing/proposed conditions,a slope stability analysis was not deemed necessary for this
project. Considering the planned construction as summarized in the Introduction Section
of this report; the aforementioned surface and subsurface conditions for the project; the
slope stability assessment provided herein; and the Engineering Conclusions provided
later in this report,it is our opinion that the project is not within a landslide hazard area,
and that the proposed site alterations will not encourage a landslide hazard.
4.1.2 Surface and Subsurface Drainage
This project does not appear to experience significant subsurface drainage or surface
runoff. It is our opinion that groundwater or surface drainage is not a limiting factor for
this Project.
4.2 Erosion Hazards
Based on the USCS description of the Project soils, the surface soils are considered moderately
erodible. According to the Resource Map from the Washington State DNR, as provided above,
the Project is not within terrain labeled `highly erodible.' This Project is not within an erosion
Envirotech Engineering Geological Assessment
PO Box 984 page 10 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
hazard area as defined by the MCRO. Erosion hazard areas are those with USDA SCS
designations of River Wash (Ra), Coastal Beaches (Cg), Alderwood Gravelly Sandy Loam on
slopes 15% or greater (Ac and Ad), Cloquallum Silt Loam on slopes 15% or greater (Cd),
Harstine Gravelly Sandy Loam on slopes 15% or greater (Hb), and Kitsap Silt Loam on slopes
15%or greater(Kc).
Temporary and/or permanent erosion control measures may be required for any site when land
disturbance is involved. Erosion control will mostly depend on the timeliness of construction,
moisture content of the soil,and amount of rainfall during construction.Soil erosion typical to the
existing conditions and planned disturbance of this Project include wind-borne silts during dry
weather, and sediment transport during prolonged wet weather. Sediment transport of disturbed
soils could be from stormwater runoff or tracking off-site with construction equipment. Although
an engineered erosion control plan is not warranted for this project, Best Management Practices
(BMP's) should be employed during and after construction. Ordinary BMP's includes silt
fencing,protection of drainage outlets and vegetating denuded areas.
Erosion control information and specifications may be found in the applicable "Stormwater
Management Manual for Western Washington,"prepared by the Washington State Department of
Ecology Water Quality Program.
4.3 Seismic Hazards
Soils immediately below the expected foundation depth for this Project are generally Type D,
corresponding to the International Building Code (IBC) soil profiles. According to the IBC, the
regional seismic zone is 3 for this Project. The estimated peak ground acceleration ranges from
0.50g to 0.60g.This estimation is based on the United States Geological Survey(USGS)National
Seismic Hazard Project in which there is an estimated 2% probability of exceedance within the
next 50 years. There are no known faults beneath this project. The nearest Class `A' or 'B' fault
to this property is the Tacoma Fault Zone.This fault is a Class `A', and is located approximately
1 mile to the north of the Project. This information is supported by the USGS Quaternary Fault
and Fold Database for the United States.
The potential for liquefaction and other earthquake induced hazards are believed to be low for
this project. This is based on subsurface conditions such as soil characteristics and the lack of a
permanent and substantial shallow water table. Subgrade characteristics that particularly
contribute to problems caused by seismic events include submerged and confined, poorly-graded
granular soils. Although gravel- and silt-sized soil particles could be problematic, fine and
medium grained sands are typically subjected to these types of seismic hazards.
4.4 Other Considerations
If foundations are located on slopes exceeding 30%,we recommend the foundation is extended at
least 2.5 feet below the ground surface as measured on the downslope side of the excavation.
Conclusions in this report are based on the type and location of the anticipated development, and
existing on-site and off-site conditions. Site development that significantly deviates from the
anticipated improvements presented in this report, or nearby development that influences this
Project may require geotechnical design recommendations.
Envirotech Engineering Geological Assessment
PO Box 984 page 11 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
5.0 CLOSURE
Based on the project information and site conditions as presented in this report,it is Envirotech's
opinion that additional geotechnical studies are not required to further evaluate this project.
Due to the inherent natural variations of the soil stratification and the nature of the geotechnical
subsurface exploration, there is always a possibility that soil conditions encountered during
construction are different than those described in this report. Therefore, it is recommended that
Envirotech is promptly notified if project and subsurface conditions found on-site are not as
presented in this report so that we can re-evaluate our recommendations.
This report presents a geological/geotechnical assessment, and is intended only for the owner, or
owners' representative. Furthermore, this report is only valid for the project information and
location described herein.
The services described in this report were prepared under the responsible charge of Michael
Staten, a professional engineer with Envirotech. Michael Staten has appropriate education and
experience in the field of geotechnical engineering in order to assess landslide hazards,
earthquake hazards, and general soil mechanics.
Please contact Michael Staten at 360-275-9374 if you have any questions, comments, or require
additional information.
Sincerely,
Envirotech Engineering
Jessica Smith,M.S. Michael Staten,P.E.
Staff Geologist Geotechnical Engineer
Envirotech Engineering Geological Assessment
PO Box 984 page 12 Parcel 12232-23-90020
Belfair,Washington 98528 Mason County,Washington
Ph. 360-275-9374 March 3,2021
APPENDIX A
SITE PLAN
SCALE. I INCH-80 FEET
0 0 ♦0 0
J
E HARDINGS HILL ROAD
26_it
PROPERTY LINE
EXISTING TRAIL
PO
6i=
r
Pp
APPROXIMATE
«� TOP OF SLOPE
PO PROPOSED
DRAINFIELD
29X*
TPIe
PROPOSED
PO
BUILDING AREA
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PROJECT/ OWNER/ LOCATION,
SINGLE FAMILY PROPERTY
GEOLOGICAL ASSESSMENT
BEAR VALLEY ENTERPRISES LLC
NO, 47D E HARDINGS HILL ROAD
L SLOPE INDICATORS WERE FIELD YEASUREO BY ENMIROTECH,ANTI/OR PARCEL 12232-23-90020
EXTRAPCLATEB MM A PUBLIC LIDAR SNIBACE WHERE APPROPRIATE M
INGTON
2 91MARIE4 ON THIS SITE PLAN WERE NOT PREPARED 3Y A LICENSED ENGINEER,
SURVEYDR.LOCATTOHS C A URA F STTE FE AND GEO[XIMA /SDBSURFACE LEGEND ENVDffiT'C.ENGINEERING
Dic'STBNAInm AS SHUWN HERS,WITH RLLArEm ITI 11t PRWOTY LINES PO BOX 964
MMT BC VCVr=8Y TAE MOM TAE CONCLUMONS AM --aft a gLpp3 XMVATM gQ�VA24m-py'ssm
=Ogoft- W MV=DD lK$EITECFBWU GM Mr-4 MgWr
tK SAMW M OtSm:mm R AM FFAIU FD:THAT MY (�
�Ol RISITSC
OFF w r L aA "m no WE v a 'Esr Mr SITE PLAN
APPENDIX B
SOIL INFORMATION
TEST PIT LOG
TEST PIT NUMBER TP-1
PROJECT: SFR Geological Assessment DATE OF LOG: 02/10/2021
PROJECT NO: 2147 LOGGED BY: MCS
CLIENT: Bear Valley Enterprises LLC EXCAVATOR: NIA
LOCATION: Parcel 12232-23-90020 DRILL RIG: None
Mason County,Washington ELEVATION: N/A
INITIAL DEPTH OF WATER: NIA FINAL DEPTH OF WATER: NIA
STANDARD PENETRATION TEST
SOIL STRATA
DEPTH SAMPLERS USCS DESCRIPTION LL PI DEPTH N CURVE
AND TEST DATA 1 70 30 50
0 ... ........ ....
SP Poorly graded sand.Sand is primarily
medium.Non plastic.
2
3
4
5
6 Excavation terminated at approximately
6.0 feet
7
8
9
10
I
No Groundwater Encountered ENVIROTECH ENGINEERING
This mf nwbon pertams ordy to this bonng and should not be Geotechntcal Engineering
interpreted as bchg irxbat vv of the entce sde.
Map Unit Description:Aldenvood gravelly sandy ban%,8 to 15 percent slopes--lrlason County,
Washington
Mason County, Washington
Ab—Alderwood gravelly sandy loam,8 to 15 percent slopes
Map Unit Setting
National map unit symbol: 21626
Elevation: 50 to 800 feet
A4ean annual precipitation: 20 to 60 inches
Mean annual air temperature: 46 to 52 degrees F
Frost-free period. 160 to 240 days
Farmland classification: Prime farmland it irrigated
Map Unit Composition
Aldenvood and sinular soils.85 percent
Adinor components:15 percent
Estimates are based on observations,descriptions,and transects of
the mapunit.
Description of Alderwood
Setting
Landform:Ridges,hills
Landform position(ttvo-dimensional):Shoulder
Landform position(three-dimensional):Nose slope,tall
Dotvn-slope shape.Linear,convex
Across-slope shape:Convex
Parent material:Glacial drift and/or glacial outwash over dense
glactomarine deposits
Typical profile
A-0 to 7 inches. gravelly sandy loam
Bwl-7 to 21 inches- very gravelly sandy loam
Bw2-21 to 30 inches: very gravelly sandy loam
Bg-30 to 35 inches: very gravelly sandy loam
2C.dl-35 to 43 inches: very gravelly sandy loam
2Cd2-43 to 59 inches: very gravelly sandy loam
Properties and qualities
Slope:8 to 15 percent
Depth to restrictive feature:20 to 39 inches to densic material
Drainage class:Moderately well drained
Capacity of the most limiting layer to transmit%voter(Ksory:Very low
to moderately law(0 00 to 0 06 in/hr)
Depth to water table:About 18 to 37 inches
Frequency of flooding.None
Frequency of ponding:None
Available%voter capacity:Very low(about 2.7 inches)
Interpretive groups
Land capability classification(irrigated): None specified
Land capability classification(nonirngated). 4s
Hydrologic Soil Group: B
tiny Natural Resources Web Sod Survey 321N)21
� Conservation Service National Cooperative Soil Survey page 1 of 2
Map UM Descncoon Aidervood gtaw)ly saney bam,a to 15 Priam slopes--Mason County,
4 ashmgtw
Forage suitatNtity group. Limited Depth Soils(G002XN302WA).
Limited Depth Soils(G002XS301WA).Limited Depth Soils
(G002XF303WA)
Other vagelaWe dassnccabai Limited Depth Sods
(GO02XN302WA).Limited Depth Soils(GO02XS301WA),
Limited Depth Sods(GO02XF303WA)
Hydric sal rating: No
Minor Components
Indianola
Percent of map and 5 percent
Lendform.Eskers,kames.terraces
Landform position(three-(limensional):Tread
Down-slope sheipe.Linear
Across-sfope shape:Linear
Hydric sal rating No
Everett
Percent of map unit'S percent
Landform-Kames,eskers,moraines
Land,`omi position(two-dimensional):Shoulder,tootslope
Landlorrri position(unree-dunensionaO.Crest,base slope
Down-slope shape.-Convex
Across-slope shape:Convex
Hydric snit rating, No
Shalcar
Percent of map unit 3 percent
Landfonn Depressions
Landform position(three-dimensional) Dip
Down-slope shape:Concave
Across-slope shape Concave
Hydric sod roring� Yes
Norma
Percent of map un&2 percent
Landhaan:Depressions,dratnageweys
taWl'ban position(three-dimensional) Dip
Down-slope shape.Concave.6neer
Across.-slope shape:Concave
Hydric roil rating Yes
Data Source Information
Soil Survey Area Mason County,Washington
Survey Area Data. Version 16,Jun 4,2020
t-.i Natural Resouices Web Sod 9urvep 3rL'[02 i
i9a conservation service Na5ona1 Coopetal,ve Sod Surrey Page 2 of 2
WATER WELL REPORT CURRENT
oekt..lareaFr-E<�^er.r'<^Pr-o.r»ns"<aM-arwer Notice of Intent No.VOE05574
t " t ALJ519
I t e c t Unique Ecology Well ID Tag�o.
Construction/Decommission(':'<"in circle)
Construction Water Right Permit No.EXEMPT WELL
❑Decommission ORIGINAL INSTALLATION Notice Property Owner Name KRIS KLUSMAN
S-370
of intent Number Well Street Address HARDING HILL
PROPOSED USE: mDanmie ❑Industrial City GRAPEVIEW County MASON
❑MWxcr ❑Imgaoon ❑T iWell 0(hha
Location SW 1I4.1I4 NW 114 Sec 32 'I'.22N R1W EQ" ❑ ae�
TYPEOF1s'ORR: O^na'snumhaof.dI fmorethanune) ww•>1 ❑ ^*
ON—ell ❑Recmtdilioned i*0 d'❑Dug ❑Based ❑nri.m (Lot/Long(s,t,r Lat Deg Lat Min/See
❑Deepened ❑Cable m Rotay ❑felled
DIMENSIONS:Dianaanfweo 6 mches.d.4d 180 _8 Still REQUIRED) Long Deg_Long Min'Sec
:7mlh ref sutnp,aed wr11.�.�Q.�.-_a• i
rf>rsrRunavnicaus — Tax Parcel No.122322304010
e^r+c 0W44ed A.—, tx�n.trnt�_ttta f$p a
saiuraee: ❑Laac.inilx{hd "vicar.rrom� - -�i.to ----,,,,�,,,s8. i'<),�YAL°CT10K(ik8EC051M1�(QFI£itQC6DLIA�: '
L-7 ThirylrL "';hnm.L•;::n� fl.ro� R 1
Pert ndnra: Ya No Folmmian'Ct,arbe by rotor,ehancfv,sirs 0fmcieriaF ud ser.rn.r.and the LLW:md
�•__•� nmoe d,he mareial in each steam pmor-A with a lean orre may far each chmS,of
Ttye ofpaforaa used_-_ inna foanon. USE ADDITIONAL StIECTS IF NECESSARY)
SIZE ofpeds__--in.by in.and no,orperfs__from_a. MATERIAL MATERIAL FROM 1 10
Scrarts: OYes ONO X-Pe Locmron_ BROWN SILTY CLAY,SOME GRAVEL 0 Ili
Mortar nmcr',Nsm< BLUE CLAY 11 28
TYpe Model N. BLUE SILT,GRAVEL 28 41
Diam.__Slot aim S'o,n fL to 0.
Diary. slnt,ix _tan •-�fl.to It. BLUE CLAY 41 71
C.-Itilterivided: Yes Vo SiW-1`9la.A/fslld REDPETE 71 76
Materials placed from a 10 ___8 _G_RAY SILT•GRAVEL _76 87
i snefn04eo'(ltn (RO, 18ts1r4t4epd..7 sR�,,,�.,,,.T..,,�. ;GRECNIS BKorvN 59TY SA'.0,GRAV)2 87.� 98y
t".t-tr1•a tial<ry 1 t 4t; . .tJP ...�..�._._...._...._..�_.... tBROM SILT$DUhtL1SAtV,MVEL se t85
0,f s..VMQu t..tA 0--o0zc*Abel T„ rvs m+a f BROwy4 &`YS0NA,45RAVEL 63$ 4E8
iisFeOrw.atar __ ,_,•,nCtahOfs;rald.,d,,,,�,,,_,,,- IirPAVtj,sow$AND,WATER 1138 S$0
tf ttNrt tltscslll11:9uii a9',
Y1;51f:htwrfaaura ahaawe� - -_- t
iiaTF,Ri.TsVEf1i )and.wrl'uc da<Yteal e4rrod¢s.9dct3nu•)ti.,,eVfJA•,,,,.,,A I�
stare te.a 11 n.txtaw lap arwal Dxe 1R�1Ql� ?
As1,sesnpox re___ ___11,s r—quareinch Date
Artesian water it cnntrollcd by__
lea,vahe.elc
W ELL 1 tSTS:Dtuw•duwn is wraunt water lccN,s Iowelea Ddow sake Inel
Was a Dump lest -k?❑yes ON. Ifym by whom?
Yield peal/min.with - fl.dnwdnwa fter _hrs.
YadE ,:al rmin.wirA fl.d-4—ana hrs.
Y,cIE._ yl./min.with_ n dnw&—fla hts.
.�!A•tntry.l.rn lnm,xeArn a•:rm vhcn p:.nry.rvrmrli�(v uHr lr,Yl mrn.mvJfromvef! - - __
YyG t�r lw:+fJ -
Uada mu gavnrin.wnh it dmwdown antt___hrs CSP[lIS II JLdCE
urrt,zo Sall rin.w;h,em,ela 17 ata�,n.. De
Ancaen now._.- ___�gp.m.DAIe
Tcmperatuta of-•peel N'as a ehttaint walysis made•❑Yes ON—
start Dole 10110/O6 Canpdated Date 10/11/06
WF,LL CONSTRUCTION CERT'IFICAI'ION: t constructed and/or accept responsibility for construction of this Well,and its compliance With all
Washington.roll construction standards. Materials used and the information reported above are true to my bat knowledge and belief.
0 Drina 0Ent ineer 01',3inee N ONE SO _ 0,06.8 Con>pany ARCADIA DRILLING INC. .
Drina/11.4nen?rainec Sifmmur Address PO BOX 1799. _
D63—trance Llanse No 1886 Cary,state.t,p SHELTON WA 98584
trTRA1NF,P Contr ra's
oeutr',LRe peed xa aegisaaron Na ARCADD1098KI nor 1 D/16/06
ecY 050.1-:0(Re.Vi s) Ecology,.,-tlqua c>,,IKv„mny En,plosa.