HomeMy WebLinkAboutGRD94-0064 - GRD Permit / Conditions - 10/6/1994 MASON COUNTY PERMIT
Mason County Bldg. III 426 W. Cedar NULL & VOID BY E PI ATION
P.O. Box 186 Shelton, Washington 98584 DATE BY
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REQUIRFUJ
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date FRAMING by date by date by
Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
Mason County Bldg, III 426 W. Cedar
P.O, Box 186 Shelton, Washington 98584
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CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date b date by
FRAMING y
Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
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MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
li date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date FRAMING by date by date by
Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
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MASON COUNTY
PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER
Shelton, Washington 98584
September 27, 1994
INTER-DEPARTMENTAL COMMUNICATIONS DATE
TO: ALLAN BORDEN, DCD - Planner
FROM: ALAN A. TARJA, P/W - Hydraulic Engineer
SUBJ: C11F A. RIC M?DS Land Modification Consents
Several concerns arise in consideration of the land modification activities
proposed by Mr. Cliff Rickards. From the plans submitted, it appears that the
clearing and leveling proposed would result in the casting of material onto
the existing slopes where the grading comes within 5 to 10 feet of the
property boundary (from Railroad depiction, this would appear to be the
easterly boundary.??) . Placing of fill material in this area should be avoided
unless it is proposed and properly executed, that is, vegetation removed and
the fill slope reconstructed at a 2:1 slope if the slope exceeds 5 feet of
vertical height. Fill materials should not be deposited on existing slopes
exceeding 2:1. All finished cut and fill slopes should be kept flatter than
2:1 unless the cut or fill falls within the parameters outlined in the UBC
Chapter 70.
A time table is not provided, but as we are entering fall, erosion and
sediment control measures should be installed before any grading activities
commence. If E&S measure are not installed until needed, it will probably
already be too late. This is particularly important along the easterly
boundary of the site where grading is proposed to come relatively close to the
neighboring property.
The grade of the proposed road and ditches is not depicted on the proposal. I
can only state that if the proposed road and ditches exceed 5% slope, armoring
of the driveway ditches may be required.
The proponent should be alerted to the requirement that any site receiving
borrow material in excess of 50 cubic yards from his site would be expected to
acquire a grading permit.
Mr. Rickard proposes replanting of denuded soils upon project completion.
Ecology requires stabilization within 2 days. If reseeding is not completed in
time to expect germination and establishment of grass of sufficient maturity
to control erosion, other measure may be required such as plastic covering and
anchoring, straw coverage, jute mating or other acceptable Ecology EMPs.
AiM A. TAHJA
File: H:\WP\LETTERS\RKRD-GRD.IDC
• GARY YANDO,DIRECTOR
P�014.STgTFO�
o A U N U DEPARTMENT OF COMMUNITY DEVELOPMENT
2 o T PLANNING - SOLID WASTE - UTILITIES
Y y BLDG. III • 426 W. CEDAR • P.O. BOX 578
0`� rasa SHELTON, WA 98584 • (206) 427-9670
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[fiRMNOWNM GRID
AUG 3 0 S% MASON COUNTY
LAND MODIFICATION PERMIT '
S Grading, Excavation, Fill, Slopes, Drainage
HEALTH SERVICE
Department of General Services
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628
PLEASE PRINT
#1 OwnerC7-�f-�, /�-%CKCI rgLS Phone# �v --Cj`1 Z Z Fire District# 14
Site Address City St Zip
Owner Address City. shy I }-(;-)q St W Ci Zip q8, sq
Describe Work '� � iy,.,-fie�;9 D
U � �arsbs s r�yiria s ¢¢c,�
427 le � r--- fifi
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#2 Contractor Name Contractor Reg#
Address Expiration Date
City St Zip Phone#
#3 Engineer's Name - Phone#
Address City St Zip
#4 ceI No.
��JJ`Legal Description
#5 Number of cubic yards to be excavated: SUy /� Dov
Number of cubic yards to be filled:
Number of cubic yards to be graded:
#6 Will this be a balanced cut and fill entirely within the site?
Yes ?/ No
If No: Will fill be brought on site? Yes No
Where does imported fill originate from?
Does fill contain any potentially hazardous m lals?
Yes No
#7 Will excavated materials be taken off site?Yes !/ No
If Yes: Where will excavated materials be taken? :7� C c
1z
#8 Briefly describe existing terrain, vegetation, and improvements on subject site? SD/%rZ 7 47�20-1
ZCI�SyZ
#9 Total size of area to be cleared S— 7 acres/sq ft
Size of area to be cleared on slopes over 10% — AC/SF
#10 Has a soils report been completed on the subject site? 1610
If yes, include copy with application.
#11 Is the subject site within 200 feet of a designated shoreline lvd
#12 Does the subject site contain any of the following features?
River Lake Wetlands L/ Saltwater
Slope greater than 15% Soft co pressible soils
Seasonal Runoff None
#13 Will the proposed land surface modification change the points
where storm water or groundwater enters or exits the site?
#14 Will the proposed land surface modification change the quality,
quantity, or velocity of storm water/groundwater? /" f
#15 What methods, if any, will be utilized to minimize erosion and
possible sedimentation into nearby waters during and after
construction? e— „A / ��,, / hn d �er t
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Wy -SO� l `i, �e of h cv� 2 GC�40<2r
#16 Will this land modification result in the redirection of a surfa�cee
water runoff onto adjacent properties? /!/O
#17 Will surface or subsurface runoff be collected or controlled by
interceptors, curtain drains, or other water collection devices
once this land modification has been completed?
#18 Will the land be replanted upon completion? ,Ye 5
If yes, with what types of plants? 144:—a
#19 Will this modification result in slopes steeper than those currently
on the site? If so, how steep?
Show following on the site plan S
Lot Dimensions Flood Zones
Existing Structures Fences e ' )
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improvements Easements Indicate Directionafii (N, S, E, W)
Name of Flanking Street in relation to plot plan
Name of Fronting Street
APPLICANT TO DRAW SITE PLAN BELOW
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BCD U.A
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APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
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NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED
WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT
ANYTIME AFTER WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS IN-
SPECTION.
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING D&�RT7MENT. DEPARTMENT.
X OWNER X BY
DATE DATE
FOR OFFICIAL USE ONLY:Accepted by: Date:
DEPARTMENTAL REVIEW
Planning `I Lam " APP COND APP HOLD
lke
Building
Environmental
Other
Special Conditions FEES
Grading Permit
Plan Review �2- 2.
Site Inspection
Violation Fee S,'O fl l.+ `( 5
Other
TOTAL FEES $ 1 S _ �� G
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MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
RESOURCE LANDS AND CRITICAL AREAS CHECKLIST
Permit Number RLC#
Owner
II
Parcel Number
❑ 1. Saltwater shoreline or lake 20 acres or larger?
Name of Water Body
❑ 2. Rivers, streams. or creeks with year round flow?
Type of Other Water
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❑ 3. Rivers, steams or creek with intermittent flow but are within a clearly defined channel?
❑ 4. Lakes or ponds less than 20 acres in size?
❑ 5. Wetlands: Areas that are inundated or saturated by surface water that under normal
circumstances support vegetation adapted for life in such conditions; such as marshes, bogs,
and swamps.
❑ 6- Slopes greater than 15% (8.5 degrees)? On Landslide Hazard Map?
El7. Floodplains? of Slopes
❑ 8. Seismic Hazard Areas?
❑ 9. Agricultural Open Space Taxation Program?
❑ 10. Open Space Timber Taxation Program, or Designated forest or Classified Forest?
❑ 11. Site has no Resource Lands or Critical Areas.
Comments:
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Authorized Signature Date
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Page No. 1 CONDITIONS/CORRECTIONS FOR CASE NO.: SEP94-0184
CLIFF RICKARDS
09/19/94
1) PROPOSED GRADING PROJECT -- 1) APPLICANT WILL USE TEMPORARY SEDIMENT AND EROSION CONTROL METHODS
IN THE CONSTRUCTION AREA ADJACENT TO THE STEEP SLOPE ON THE SOUTH AND NEAR THE WETLAND AREA NEAR
THE RAILROAD. THESE METHODS INCLUDE SILT FENCING AND STRAW BALES PLACEMENT ON THE SLOPES GRADED,
AND HYDROSEEDING AND/OR VEGETATION REPLANTING WHEN FINAL GRADE IS COMPLETED.;;2) TO AID IN
FILTERING RUNOFF FROM SLOPES ON THE PROPERTY, MAINTAIN 50-FOOT VEGETATION BUFFER ADJACENT TO THE
WETLAND AREAS AND ALONG THE SOUTHERN BORDER OF THE PARCEL; MINIMIZE AREAS OF SURFACE DISRUPTIONS
TO THE LOCATIONS OF MATERIAL EXCAVATION IN ORDER TO LESSEN POTENTIAL SEDIMENTATION.