HomeMy WebLinkAboutGeoTech Review Enforcement Case - BLD Engineering / Geo-tech Reports - 12/2/2004 °N.STAP MASON COUNTY
o s u = PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER
Y. N Y Shelton,Washington 98584
DATE: December 2"d, 2004
lesa
INTER-DEPARTMENTAL COMMUNICATIONS
TO: Diane Marcus Jones, DCD—Planner
Kristen French, DCD -Planner
FROM: Alan A. Tahja, P/W- Co. Hydr. Engr. WO#PLG-04
SUB.J: Enforcement Case Review NAME: Vermillion Grading A S Shr Rd
ENF2004-00126
The geotechnical report/restoration plan prepared for the Jerry Vermillion property located on the
south side of the South Shore Road(State Highway 106)has been received and reviewed by
Public Works.
The materials submitted for Public Works review included a preliminary geotechnical report
prepared in 2002, and a more recent completion of that original report, dated March 30, 2004.
The most recent report indicates that the proposed project consists of"leaving in place, as is, the
existing Cleared Areas and system of Trails/Roads on his property to provide access throughout
his property for fire protection and select tree cutting. Further, he proposes to maintain them, do
select tree cutting, and occasionally install spur skid trails to access select trees." The report
may be considered adequate based on this level of activity, and provided the engineer's
recommendations are incorporated into the limited activities indicated in the report.
The roads already constructed on the Vermillion property, are viewed as temporary logging roads
with no permanent status. If in the future,the property owner renews his plans to develop the
property into divided lots, claims that any roads already exist will not be entertained when
stormwater modeling of the site is performed.
To summarize,the report appears adequate for the proposed continuance/maintenance of the
logging access roads, but the reviewed plan is not detailed enough to allow additional un-
permitted grading or clearing.
Please feel free to contact me at County extension 461 if you have any questions pertaining to
these comments, or if you feel additional features or issues need further attention.
Since ly, /
Z , f
Wan A. Tahja
File: H: \WP\GEO\Restoration Plans\Vermillion.doc
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11-11JUM WORKS DEPT.
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MARTIG ENGINEERING
P.O. Box 11850
Olympia, WA 98508-1850
(360) 754-9687
Fax (360) 704 0789 RECEIVED
March 30, 2004 APR 0 7 2004
MCCD - PLANNING
Mason County
Department of Community Development
426 W. Cedar
P.O. Box 578
Shelton, WA 98584
Attn: Kristin French, Code Enforcement
Re: GEO-TECHNICAL REPORT for:
* Property Owner- Jerry Vermillion
* Parcel Address- 8371 E. Hwy 106
Union, WA 98592
* Phone Number- (360) 898-8234
* Tax Parcel Numbers- #32234-44-00010 & #32234-44-00000
* Proposed Project- Leave in-place, as-is, existing Cleared Areas &Trail/Road
System; Maintain same; Cut select trees; & Install occasional spur skid trails
* Response to Mason County Code Enforcement requirement to provide
submittal of FULL GEO-TECHNICAL REPORT.
Dear Ms. French:
Martig Engineering has completed a full Geo-Technical Report for the above
referenced Vermilion Property/Project, to satisfy Code Enforcement requirements.
As a result of our investigations, outlined within this Report, we can affirm that all
potential Landslide Hazards can be overcome in such a manner as to prevent harm to
property and no significant Environmental Impacts will result if this project is permitted
as outlined within this Report and its attachments.
PROPOSED PROJECT
Jerry Vermillion proposes to leave in place, as is, the existing Cleared Areas and
system of Trails/Roads on his property to provide access throughout his property for
fire protection and select tree cutting. Further, he proposes to maintain them, do select
1
tree cutting, and occasionally install spur skid trails to access select trees.
The Vicinity Map (Attachment # 1) shows directions to the property.
This Vermillion property has two Parcel Numbers.
On July 26, 2002, a Geo-Technical Report was prepared for Parcel # 32234-44-00000
for the Building Permit involving the construction of improvements to his existing single
family residence. A copy of it is attached to this Report as Attachment # IV.
On November 11, 2002, an Engineering Report was prepared, as a precursor to this
Geo-Technical Report, to present the current status of Trails/Roads and Tree Cutting
that had been conducted before County approval to do so. A copy of it is attached to
this Report as Attachment #V.
The following discussion summarizes our: Site Investigations; Research of Site
Conditions; Analyses; and Conclusions, allowing this Geo-Technical Report to be
completed for the above referenced site.
GEO-TECHNICAL REPORT
1. Geology, Soils, Groundwater, Landslides:
This site is shown on the Mason County Coastal Atlas Maps (Attach. #5 & #6 within
Attachment# IV ). Attach. #5 shows the residence located within a Stable
designation, with the adjacent land to the south (Parcel # 32234-44-00010) being
designated Intermediate. No landslides are designated near this site.
A small perennial Spring emerges from the hillside in the northwest portion of Parcel
# 32234-44-00010 at an elevation of approximately 45. It creates a Type IV Stream
that runs across both parcels. Very small, localized, extremely minor, surface slides
have occurred near the spring. These minor surface slides cause localized shifting
of the stream channel but do not create structural instability of the hillside.
Attach. #6 shows that the Parcel # 32234-44-00000 site soils are an Alluvium of
sands and gravels which allow moderate infiltration and low runoff. The adjacent
Parcel # 32234-44-00010 soils to the south are Pleistocene gravel deposits older
than Vashon Till which stand at steep natural slopes for long times with high
infiltration and low runoff.
The Mason County Soils Survey identifies the Parcel # 32234-44-00000 site soils
as Everett Gravelly, Sandy, Loam and indicates slopes of 5 to 15% (measured to be
in the 5% range at the existing residence). These soils are well draining and
consistent with the Geologic Conditions reported in the Atlas. The adjacent Parcel #
2
32234-44-00010 soils to the south are shown to be Alderwood Gravelly, Sandy,
Loam with slopes 30 to 45%, found to be as high as 59.6% on the Union
Quadrangle Map.
We found no evidence of slides or slope instability during our site inspection visits
nor did we find any using DNR stereo Aerial Photographs dated 1989, 1995, 1997,
& 1999. A 1" = 500' scale copy of the 1999 DNR Photo (Attach: #7, within
Attachment # IV) shows the stable site.
The south Highway 106 ditch captures both surface water runoff and shallow
groundwater interflow and conveys them to the Canal easterly of the residence.
Only the precipitation falling directly on Parcel # 32234-44-00010 introduces water
into the site soils. Since the surface rapidly infiltrates precipitation, very little surface
water flow can exist. The southerly property line of Parcel # 32234-44-00010 lies at
the ridge of the watershed, therefore, no off-site water is tributary to the property
Given the geologic conditions, we did not expect to find, nor did our site inspection
encounter, any horizontal subsurface groundwater interflow thru unconsolidated
soils that could cause slope instability on either parcel.
No new clearing or measurable new grading will occur. The existing cleared areas
and the existing Trails/Roads will be maintained as such. DNR road water baring
will be used to prevent the development of down-gradient road erosion/washing.
Attachment # V shows photographs of the major portions of existing cleared areas
and Trails/Roads.
No new roads will be constructed without prior County approval. Small spur skid
trails can be allowed, to reach selected trees from existing Trails/Roads, without
causing any hillside instability or any adverse environmental impact.
The selective removal of trees can be allowed without causing any hillside instability
or any adverse environmental impact.
2. Site Plan of Important Geologic Features:
The Vicinity Map, Attachment# I shows the Vermillion Property on the USGS Union
Quad Map at a scale of 1" = 500'. It shows that the major release of water from the
hillside occurs within streams located westerly and easterly of the property A minor
swale runs along the westerly property boundary but does not support a stream.
The small perennial spring located in the northwest corner of Parcel # 32234-44-
00010 is located just east of this swale but has had no major impact on the hillside
contours.
3
Attachment # II shows the USGS Quad contours at a scale of 1" = 200'. Both
property parcels are shown on it, along with the location of two Elevation Views
(Attachment # III shows these elevation views as Section A-A & Section B-B). You
can see the stable, uniform spacing of the 20-foot contours and see that essentially
no off-site water is tributary to the property.
3. Location of Soil Exploration Holes/Probes:
The above described soils formations that exists at and near the site are exposed
as cut-slopes along older logging road grades existing within Parcel # 32234-44-
00010 (photographs of these appear in Attachment#V). Additionally, previously
dug septic system soils test pits remain at various locations along the hillside,
confirming the reported soils. Given these exposed soils, no additional soils test
borings or test pits were required to confirm the conditions and type of the site soils.
4. Cross Sections showing slope disturbances:
No new excavations or grading will occur. The existing cleared areas and
Trails/Roads have been monitored for stability since early 2002, which includes the
winters of 2002/2003 & 2003/2004. These existing improvements have remained
stable with no required maintenance.
Cutting and mowing will be necessary to keep the vegetation growing within these
existing improvements at ground level to facilitate travel over them. No side-slope
disturbances will occur.
Section A-A & Section B-B, shown on Attachment# III, are the two Elevation Views
drawn on the Attachment# II USGS Quad Topographic Map. They show that the
predominant hillside slope varies from about 30% to 60%. However, localized small
areas of lesser slopes occur at several locations within Parcel # 32234-44-00010,
especially along the south Hwy 106 righ-of-way.
5. Slope Stability Discussions:
As discussed within this report, the existing Cleared Areas and Trails/Roads are
stable and are not creating landslides or other adverse environmental impacts.
Leaving them as constructed, the proposed maintenance of them, the proposed
cutting of selected trees, and the installation of spur skid trails to reach some
selected trees will not create significant environmental impacts and no landslide
hazard will be induced if these proposed activities are permitted.
6. Drainage, Septics, Water, Placement.-
This Geo-Technical Report addresses leaving in place the existing Cleared Areas
and Trails/Roads as well as the continued maintenance of them. It further
addresses the selective cutting of trees and the installation of spur skid trails as
4
approvable activities. Therefore, no Septic or Potable Water issues are relevant.
Improvements associated with the older existing residence on Parcel # 32234-44-
00000 and related water & septic issues were addressed in the July 26, 2002 Geo-
Tech Report, Attachment IV.
No runoff problem exists at either parcel. The site soils infiltrate very rapidly once
the good existing Understory vegetation becomes completely wetted. The site has
been monitored for runoff problems over the last two winters.
7. Clearing & Grading Plan:
No new clearing or grading is proposed, only the maintenance of existing Cleared
Areas and Trails/Roads, the select cutting of trees, and the occasional installation
of spur skid trails to access selected trees.
8. Erosion Control Plan:
Since no new grading will occur, special erosion control measures will not be
needed. The existing Clearings and Trails/Roads will remain intact. These areas are
stable with existing water bars and natural vegetation.
Trail/Road maintenance involves the blading/cutting and/or mowing of vegetation
growing within their existing limits to allow travel over them. Water bars will be
maintained and added if traction ruts develop.
Select tree cutting must leave the Understory vegetation intact.
Any newly exposed bare soil resulting from the installation of occasional spur skid
trails must be immediately covered with 3-inches of loose straw/hay until natural
vegetation returns. Water baring and/or other DNR erosion control measures should
be used if/as required.
9. On-Site & Off-Site Impacts:
In summary, no adverse environmental impacts nor landslide triggers will result,
either On-Site or Off-Site, if the existing Clearings and Trails/Roads are allowed to
remain as constructed. Nor will their maintenance, the select cutting of trees, and
the occasional installation of spur skid trails, if these activities are permitted as
presented within this Geo-Technical Report.
10. Final development Conditions:
Existing site conditions will be maintained and no new clearing or grading is
necessary. Therefore, no special conditions are necessary for this Project as
proposed.
5
I, Kenneth W. Martig, Jr., PE, of Martig Engineering have completed the required Geo-
Technical Report as document within this letter Report and its attachments. I am
familiar with this site, having lived in the area for decades and having visited and
inspected the site and its surrounds for several years and the two most recent winters.
As documented, potential landslide hazards have been overcome and no significant
environmental impacts will result if this proposal is permitted as discussed above.
C ified by:
K nneth W. Martig, r., E
Attachments: #1 Vicinity Map and Site Entrance Photo;
#II USGS Union Quad Topography Map (with two Elev. Views);
#III Elevation Views Drawing, Section A-A & Section B-B;
#IV Parcel # 32234-44-00000 Geo-Tech Report (copy); &
#V Parcel # 32234-44-00010 Engineering Report (copy).
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MARTIG ENGINEERING
P.O. Box 11850 l.(o�4bty ll,2oaz
Olympia, WA98508-1850 ,.��K��,.t��
(360) 754-9687 Pf►vc�eA
November 11, 2002 3 2z3a'44 o o d l o
Mason County
Department of Community Development
426 W. Cedar
P.O. Box 578
Shelton, WA 98584
Attn: Kristin French, Code Enforcement
Re: CODE COMPLIANCE for:
* Property Owner- Jerry Vermillian (10237 Kiwa Dr. SE, Olympia, WA, 98513);
* Parcel Address- 8371 SR 106
Union, WA 98592;
*Phone Number- (360) 491-8234;
*Tax Parcel Number-#32234-44-00010;
*Completed Grading- Access Roads & Graded Pads/Tumarounds/Staging Sites;
*Response to Mason County Letter- Code Enforcement Warning Notice, 2/15/02;
*SUBMITTAL OF ENGINEERING REPORT;
*Supplement to existing Correspondence;
Dear MS. French:
This Engineering Report documents our investigations and analyses of the above
referenced property in response to your Waming Notice Letter dated 2/15/02, our site
visit with you and Michael MacSems, and numerous discussions concerning the
grading activity and vegetation removal that has occurred on this property.
This Engineering Report is intended to address the stability of the already graded
areas of concern and will be followed, at a later date, by a full Geotechnical Report.
The full Geotechnical Report will cover how the already graded areas will be integrated
into an approvable development plan, or restored, as well as cover all other necessary
elements of the proposed development plan.
1
SITE INVESTIGATION
On October 8, 2002, Martig Engineering conducted a complete inspection of all areas
on the above referenced property where grading and vegetation removal has occurred.
When comparing the graded areas with aerial photographs of record, we find that this
grading has been ongoing over a number of years.
Originally, grading of logging roads and skid trails was conducted to remove timber.
Also early on, graded access to a potable water supply spring was conducted, with
water supply pipes being installed to deliver water to cabins on the Canal.
While in control of the property, Mr. Vermillian has improved and extended the logging
roads and skid trails to further remove timber and firewood. Associated with this
activity, he has graded level pads for decking logs, sawing lumber, and producing split
firewood.
Recently, Mr. Vermillian has been attempting to sub-divide the property into several
single-family residential lots. He did contact Mason County staff during his efforts, and
did proceed with Septic System perk holes (which required additional access grading).
However, he did not understand the actual process requirements, since many of the
applicable regulations were evolving and new to him.
Mr. Vermillian completely halted all grading and vegetation removal since receiving the
February 15, 2002 Warning Notice letter. His activities have been restricted to cutting
firewood and finishing the sawing of lumber, both using roads and sites existing as of
2/15/02.
During our site investigation we photographed all areas where grading and vegetation
removal has occurred. Attached at the end of this Report narrative is a copy of the
"Roads & Grading Site Plan, Photo Inspection Record". This Site Plan shows all graded
areas and where each of the thirty-one photographs was taken. Copies of the
photographs are also attached.
ANALYSES
As shown in the attached thirty-one photographs, most of the graded areas have
noticeable vegetation on them, except the tire tracts where bare gravely soil remains.
This vegetation consists of planted grasses and natural Understory brushes, weeds,
vines etc. and Canopy seedlings of Alder, Fir, Cedar, etc. that have started naturally.
2
Photographs 1 and 2 show the road associated with the Septic Drainfield for the
Vermillian Cabin. This road continues up the hill for timber and firewood removal as
shown in photos 3 thru 6.
Photographs 7 thru 15 show the majority of the roadway grading. Potential building
sites, yet to be proven feasible, exist at photo site 7 thru 9, at site 11 & 12, at site 22 &
23, and at site 24 & 25. The upcoming full Geo-Tech Report will address their actual
potential and include a proposed development plan.
The main Code Warning problem area is shown in photographs 16 thru 21, at the Site
Map location marked Partial Road "Gap". At this point, no signs of erosion or soil
instability can be seen. However, no completion or additional grading will occur at this
gap unless/until a County Approved proposal can be secured.
CONCLUSION
No new grading or vegetation removal will occur until a full Geotechnical Report
supporting such additional activity is presented and approved by the County. Only the
continued removal of firewood and timber thinning will continue, using existing roads
that will be maintained using DNR BMP's to arrest runoff and erosion.
Since the disturbed and graded areas have ground cover growing on them and no
areas of active erosion or eminent erosion were identified during our inspection, no
additional erosion control actions are prescribed at this time.
However, Martig Engineering will be monitoring the site thru the 2002-2003 winter wet
season. Should any erosion potential appear, Martig Engineering will immediately
coordinate corrective measures with Mr. Vermillian.
This concludes this Engineering Letter Report.
Sin rely: IT
IsTEP�
nneth W. Martiqr., a S/011VAL
Attachments: #1- Roads & Grading Site Plan, Photo Inspection Record JEXPIRES 14- o
#2- Thirteen Pages (showing thirty-one photographs)
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