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Home My WebLink AboutGRD95-0008 - GRD Permit / Conditions - 5/22/1995 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 GRAD I NO PERM I T FOR INSPECTIONS GALA 427-9670 GRO95-0008 PARCEL. : 123201093231 PLAT : DIV :? BLK :? LOT :? JOB ADDRESS : NE 2.01 RIVERHILL DR BEL.FAIR OWNER : ARVIN SMITH CONTRACTOR z -J4lLW --CORM,.+- .T1TIW 2977028 ENGINEER : i FILL? . . . . . . . . :? TYPE AMOUNT BY DATE RECEIPT CUT? . . . . . . . . . .? GRADE? . . . . . . . .7 PRMT $ 54 .00 TW, 04/21 /95 38856 AREA GRADED . . : O : :AC PLAN t 22 .50 TW 04/21 /95 38856 VOLUME . . . . . . . : 0 :0y TOTAL : 76 .50 PROJECT DESCRIPTION :GRADING PROJECT LOCATION :FROM BELFAIR TAKE. OLD BELFAIR HWY 1 MILE TO NEWKIRK 01) TURN RIGHT OT RIVFRHILL. DR TURN LEFT APPROX . ,6z r,14. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN ISO DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED . EVIDENCE OF CONTINUATION OF WORK IS A PROGRESS INSPECTION WITHIN THE 180 DAY PERIOD . /',""...� OWNER OR AGENT : DATE :. _ _ 410 FRI], rev: 011l1 l91 COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED 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 by date by FRAMING 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 IN PECTION date by date 6Z by ` date by MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Case No . : GRD95-0008 For : ARVIN GMITH Page : 1 1 ) Cuts and fill splopet, created by this grading shall be lifuiLed 'to finished slopes of less ,than/'2 to ! slop« . 2 ) Grading shall he perforated In suoh a manner thwt silt laden storrnwater Is nontro l l cad and not allowed to wxit the (irading site . The natural flow of the stormwater runoff shall not be changed ds a result of this grading activities . 1 the fIli area provides drainage relief for the property north of this site,must Incorporate to preserve that flew path , or pr vid a felief path to ensure that damming water onto the northerly property . 3) Plot plan shows future structures to be built on the fill area ,. 11 .B .0 requires tooting to be on undistrubed native soil unless fill is compacted to meet je,hgl,pe,3e requirements . This be looked at at time of building additional bullM ngs . 4 ) ALL CLEARING, CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILI. BE 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 by date by FRAMING 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 REGU ATED ,BY THE REQUIREMENTS PURSUt;NT TO CHAPTER 70 1-F TIiL UNIFORM bjJ 1 t_U I NG cou . 5 ) ALL SURFACE WATER AND POTENT1A1. RUNOFF WILL BE CONTROLIED ON SI7f AND 3HAL.I_ NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATF OR CQpNTY CUI_VFRTING/DIICHiNC SYSTEM OR ROAD WAY 6 ) A l l f i I I s sha 1 I be compacted to a m i n immo of 90 I)Prvent of max Imum density . I I ----------------- ---- -- _- CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date ' by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by DW D.W.V. b WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by 1 r GRD MASON COUNTY LAND MODIFICATION PERMIT Grading, Excavation, Fill, Slopes, Drainage Department of General Services 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562- 628 PLEASE PRINT (�) M- #1 Owner ,�jJ/ �' �/y/�j� Phone -07S;�7A�FireDistrict# Site Address &G p/ !TZ t/CR St Gyr� Zip 9�Sz� Owner Address N/ St Ge/n Zip ems ' Describe Work C L r A IZ .L Of ,c-��r< aa—` x —4O, 1500R Gu Lt, LowrrZ zwtoli Qrrfro5. e�Iyd Lzs E i�,p7`e/t�ia� rm-d Al LiftWrM � #2 Contractor Name Contractor Reg# Address Expiration Date City St Zip Phone# #3 Engineer's Name Phone# Address City St Zip 4-oT vN.� #4 Parcel No./Z37-40 - /D -XQ , Legal Description I M 2!3 OA Ll f�L N LE t YZ 1u elt) #5 Number of cubic yards to be excavated: 3 7 O Number of cubic yards to be filled: l O Number of cubic yards to be graded: LS W Ls U Vi Ld UR #6 Will this be a balanced cut and fill entirely within the site? MAR 1 4 Yes 2S No If No: Will fill be brought on site? Yes No Where does imported fill originate from? /U 119HEALTH SERVICES Does fill contain any potentially hazardous materials? Yes No #7 Will excavated materials be taken off site?Yes No X If Yes: Where will excavated materials be taken? #8 Briefly describe existing terrain, vegetation, and improvements on subject site? alr,4-5 /"'V d 6A)f/-y moo/-G/A) rr G/F-0CJiujl / /' 4741� #9 Total size of area to be cleared Z/C> 'Y Z 30 acres/sq ft Size of area to be cleared on slopes over 10% N Iq AC/SF #10 Has a soils report been completed on the subject site? If yes, include copy with application. #11 Is the subject site within 200 feet of a designated shoreline /V d #12 Does the subject site contain any of the following features? River Lake Wetlands � Saltwater Slope greater than 15% ' Soft compressible soils Seasonal Runoff None)C._ #13 Will the proposed land surface modification change the points where storm water or groundwater enters or exits the site? N a #14 Will the proposed land surface modification change the quality, quantity, or velocity of storm water/groundwater? /U a #15 What methods, if any, will be utilized to minimize erosion and possible sedimentation into nearby waters during and after construction? #16 Wilt-thisland modification result in the redirection of any surface water runoff onto adjacent p"r6l5erties? #17 Will surface or subsurface runoff be collected or controlled by interceptors,curtain,drain% or other water collection devices once this land modification has been completed? #18 Will the land be on replanted u completion? P P P If yes, with what types of plants? a 17,1114S #19 Will this modification result in slopes steeper than those currently on the site? 4U If so, how steep? Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography l Septic Systems Wells Proposed Improvements Easements Indicate Directional by (N, S, E, W) Name of Flanking Street in relation to plot plan Name of Fronting Street APPLICANT TO DRAW SITE PLAN BELOW npf1��, 5 E7 C. aPO p /Sr/ LT APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW Z 3 Z� i( lop 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.NOCHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER , 4� X BY DATE 3 / q S DATE w FOR OFFICIAL USE ONLY:Accepted by: Date'UE : PARTM N L REVIEW Planning c� ,� T APP COND APP HOLD - z Building Environmental Other Special Conditions FEES Grading Permit Plan Review Site Inspection Violation Fee Other TOTAL FEES $ MASON COUNTY PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER Shelton, Washington 98584 I April 6, 1995 INTER-DEPARTMENTAL COMMUNICATIONS DATE TO: CHRISTINE HERTH - Building Department FROM: ALAN A. TAHJA, P/W - Hydraulic Engineer SUBJ: ARVIN SMITH Grading Review GRD 95-0008 -BtD 95-0270 From the topography profile submitted with the Land Modification Permit application, the proposed site appears to be fairly flat, requiring relatively shallow cuts and fills. I would recommend that his permit be conditioned that the completed cut and fill slopes created by his grading should be limited to finished grade slopes less then 2 (horizontal ) to 1 (vertical ) . Also the grading should be performed in such a manner that silt laden stormwater is controlled and not allowed to exit the grading site/subject property. Another concern is that the natural flow of stormwater runoff is not changed as a result of his grading activities. He is filling in a low area that appears to traverse his property from north to south. If the low area he intends to fill provides drainage relief for the property north of his site, he must incorporate something into his proposal to preserve that flow path, or provide a relief path to ensure that he is not damming water onto the northerly neighbor. Other concerns relating to the proposed fill is that your department doe not allow building on a fill area. It appears that both the garage and the house may be planned on areas that are to receive fill material . If he discovers he has filled areas he intends to build on, he should be required to have the footings excavated to depths greater then the depth of the fill material . Fill material can be placed around the septic tank, and over it, but the Environmental Health Department will not allow drain fields in fill material . The grading amount claimed in the LMP appears to reasonable at 370 yards. L ALAN A. TAHJA,__P_.E. File: H:\WP\GRADING\SMITH.IDC