HomeMy WebLinkAboutRLC95-0738 for GRD95-0048 - RLC Inspections - 11/2/1995 MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Planning Division
411 N. Fifth, P.O. Box 578, Shelton, WA 98584
(360) 427-9670
DATE: 11/02/95
TO: KENNETH VANBUSKIRK
NE 1080 SAND HILL RD
BELFAIR WA 98528
RE: GRADING
Case No. : RLC95-0738
Parcel No. : 123203300010
Dear Applicant :
As part of this department ' s review on your permit application, a
Resource Lands and Critical Areas (RLC) site inspection was performed on
your property. Below you will find comments made regarding the proposed
development and it ' s critical values.
In some cases, setbacks for development from steep slopes, streams,
wetlands, and waterbodies must be included in your specific proposal;
these setbacks are included as part of the comments listed below.
Please contact me at (360) 427-9670 or (360) 275-4467, ext . 41^- /S if you
have any questions .
Sincerely,
Land U49 Planner
Department of Community Development
COMMENTS:
Proposed site is a natural depression area where water might accumulate
during winter months. According to soil survey, soils located along
property are the Everett series which are excessively drained. This might
create an issue about groundwater impacts from type of fill used. Fill
must be clean and free of hazardous materials and .petroleum products.
RLC, rev. 06/09/94
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RESOURCE LANDS & CRITICAL AREAS CHECKLIST 3 :x A,
y
Permit Number
RLC#
Owner � l` �• Vomll�� Parcel Number
❑ 1 . Saltwater/Lake 20 z acres Designation
Name of Waterbody
❑ 2. Rivers, streams, or creeks
Type of Water
❑ 3. Lakes or ponds less than 20 acres in size l
❑ 4. Wetlands: Areas that are inundated or saturated'by.surface Water that
under normal circumstances support vegetation adapted for life in such
conditions as the following: Marshes, bogs, and swamps. Wo
5. Slopes greater than .15% or 8.51 a _
lco 6�te
❑ 6. Floodplain
❑ 7. Seismic Hazard Area Aj0
❑ 8. Aquifer Recharge Area
❑ 9. Other
Comments:
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Aut orize ignature Date
DRAWINGS,& ♦ADDITIONAL FINDINGS:
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MA
PUBLIC WORKS DIRECTOR/COUN ROAD ENGINEER
Shelton, Washington 98584
November 21, 1995
INTER-DEPARTMENTAL COMMUNICATIONS DATE
TO: MIKE BYRNE, General Services Director
FROM: ALAN A. TAHJA, P/W - Hydraulic Engineer
SU BJ: Kenneth A. VanBuskirk LMP, GRD 95-0048, RLC 95-0738
Public Works has reviewed the proposed grading activity submitted by Mr.
VanBuskirk, and would like to voice the following concerns;
1) Fill receiving sites should be stripped of vegetation and duff material
down to a clean mineral material prior to fill material placement. A good
material interface free of rubble and vegetation will better facilitate
percolation of surface water across the soil interface barrier.
2) The completed fill areas should not be allowed to be so completely filled
that their ability to receive and percolate existing stormwater flows is
diminished. The present depressions should not be allowed to become mounds
that shed water instead of receive it. The proponent, in answering questions
#13 & #16 of Mason County's Land Modification Permit, declares that existing
runoff patterns will not be altered. This condition should be adhered to and
investigated before and after grading activities.
3) The applicant has made application for approximately 250 cubic yards of
material . This would result in a fill area approximately 60' x 60' x 2' deep.
Public Works will attempt to monitor the amount of material delivered to this
site, and curtail delivery once this amount is achieved.
I have discussed the waste material expected to be available from Mason
County's Sand Hill Road Construction Project with Mr. Rich Geiger, the
County's project engineer. Mr. Geiger declares that no hazardous materials or
petroleum products are expected to be disposed of off the road construction
project. Mr. Geiger did anticipated that some of the material delivered to the
VanBuskirk property might contain broken pieces of asphalt concrete, but for
the most part would be composed of inorganic mineral materials. Mr. Geiger
also informs me that the County's road construction project will probably not
be undertaken until 1997.
Because the fill locations are intentionally located in depressed low areas,
erosion and sediment should be confined to the VanBuskirk property, and no
ad ' Tonal erosion and sediment control features appear necessary.
ACAN A. TAHJA
File: H:\WP\GRADING\VNBSKRKADC