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HomeMy WebLinkAboutGRD97-0004 - GRD Permit / Conditions - 4/2/1997 MASON COUNTY �\ Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 0 R A © I f J C; R E-- R f,,4 1 7 /Dn r Y V * FOR INSPECTIONS CALL 4:-*7 -A670 GRD97--0004 PARCF..L t 322_3252030,,' F'F.:. , •1pL D I V , BLK : 3 LOT .IOR ADDFtF S5 : . . . . , . . . . . . . . .OWNER s MASON COUNTY PARKS �T ��� ��J_i3 pERM1EXp�ptpT�ON rONTRACTOR ; VOID ENGINEER : { %31A�- �— iBl OpT� FILL? . . . . . . . . -.7 TYPF AMOUNT BY DATE �:I CE 1P'T GRADF7 , . . . . . . .7 RI C $ 44 .00 KS 04YO2/97 0 AREA GRADED . . , 0 x sA(: PRMT $ 54 ,00 KS 04102197 0 VOLUME . . . . PI AN $ 22 .50 KS 04/02/97 0 TOTAI 1120 .50 ..asa=:,arrr�.=nos-ra:-,a,..�..:;::a..n�.-aa�tsr,.ssmrrnaaacr:,ne�rs-x:,-aasnreszm:sm +.�srsa PROJECT DESCRIPTION -014ADIN PRO•.1Ff T LOCAT I ON s 00 lO1J C-O"m PA`IZ4G 'FFI1s PFPMIT RF:('OtAF5. NVII AND VOID II~ WOPK. OR '�ONSI`RIICTION AUTHORISED IS NOT COMMENCED WITHIN 180 GAYS, OR IF CONSTRUCTION OR WORT! IS SUSPENDFD FOR A PF?RIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMME'NCFD . EVIDFNCF OF CONTINUATION OF WORK IS A PROGRESS INSPECTION WITHIN THE ISO DAY PERIOD . OWNER OR AGENT �_z-i . � �'L� ��� DATE rago PAM(, rev: 04101192 COMP1 I ANCU TO ATTACNF D C:OND I T I ONG IS RE:DU I ICED 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 USA SO(c, -!4 o CR' .4ciC ��f3 �S�=E CG�Yi�ii�y�✓ �� O� �c"lc��i. .. it i it —————————————————————————————--——— MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 P F F-1 P14 1 ' 0 N 111 1 1 1 C_:11 N E__*1 Case No , : GRD97--0004 rot, . MASON COUNTY PAPK`w Pa(jei I 1 ) Subiect tip oundi 1. iow; of Hesour(�e Land,,:; atid Cr i -1 ice I Areas (PLC ) Cheek I I st not If Icat ion letter DX, Acrtor pro j ect completion ; revegetat I on tih9lI be conducted to estat.-I I shed a feqetated buffet, between leveled area and surface runoff drainage . X 3 ) PURSUANT TO 1991 UNIFORM BUILDING CnDE , SECTION 305(C ) AND SECTION 513 . ALL SITES MUST HAVF APPROVED N1,044ERS OR ADDRFSSES, PROVIOVU IN SUCH A POSITION AS, TO BE PLAINLY V11,5111111- F AND LEGISLF FROM THF STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT nFouiprs. 'THAT' TillS, BE COMPLETED PRIOR TO CALL. IN{i FOP ANY SITE INSPECTIONS . A REINSPECTION FEE , BASED ON RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDINP CODE WILL BE ASSf SED If OWNFR/CONTRACTOR FAILS 10 POST ADDRESS ON SITE PRIOR To REQUESTING 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 I MASON COUNTY ,\ Mason County Bldg. III 426 W. Cedar j P.O. Box 186 Shelton, Washington 98584 r 4 ) ALL CLEAR ING, C-UTTING, GRAD INti, EXCAVATING, lERRACING, FILLING AND SIMi1. IAR WORK WILL BE RFGIJI_ATED BY THE REntl 1 REMENTS PURSUANT TO CH.APi'FR '13 OF THE UNIFORM RIf I LD I NG CODE. . -� II *i ) ALI SIJRF'ACF WA TFN AND POTENTIAL RUNOFF WILL SF CONTROLLED ON S I T'E ANC) �HAL.L Nt3 4 ADVFRSLY AFFECT ANY ADJACENT PROPERT I F:3 NOR INCREASE THE VELOCITY FI.OW ENTERING OR ABUTTING TI ANY STD+.TF OR COUNTY CUI VF RT I NG 1 D I TCII I NG SYSTFM OR ROAD WAY r .w 6) Al l f I I Is sha l I tie compacted to a minimum of 90 percent of max imum density . 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 PLUMBING by date by date by Attic OTHER Groundwork j date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by I I i I Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography 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 APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW fi 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 OFTHE 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 DEPARTMENT. DEPARTMENT. X OWNERTAA ((� y- (Zg�-_-rb )— X BY DATE DATE I - FOR OFFICIAL USE ONLY:Accepted by: Date: DEPARTMENTAL REVIEW Planning WOW APP COND APP HOLD Building w� 3-22-57 /7t R- CCA (*Irl- Environmental Other Special onditions FEESttoo / / �� Grading Permit $ ST, �d Plan Review ?? 5 Site InspectionRz� 77=- Violation Fee Other TOTAL FEES $ 00.� 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 427-9670/1-800-562-5628 PLEASE PRINT yy� #1 Owner /��IQ��'`� CD• �1�lj P-hoone�3��42- -% z) Fire District# Site Address � {�' IZ%-MU)JU5EM-P SEity V t,)0 1J St CV& Zip3ff-5'T-2- Owner Address Ca,�>A-;Z-' S—� City S�-ALL o►J St Describe Work T::- L- lots.12 (11J L d #2 Contractor Name �J (_� Contractor Reg# Address Expiration Date City St Zip Phone# #3 Engineer's Name , 4. Phone# Address City St Zip 22 3L #4 Parcel No. - - - Legal Description $LK t 5 ( - ► Z 2J--?,$ #5 Number of cubic yards to be excavated: Number of cubic yards to be filled: Number of cubic yards to be graded: #6 Will this be a balanced cut an Ontirely within the site? Yes X No If No: Will fill be brought on site? Yes )< No Where does imported fill originate from? -5( 1kA i,� l l O /J 51 S 5 �f:514,4, Does fill contain any potentially hazardous materials? Yes No X #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? W l k�A -D l�-A( N f��o 7i Azro OIK #9 Total size of area to be cleared acre /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? b�f� If yes, include copy with application. #11 Is the subject site within 200 feet of a designated shoreline 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 #13 Will the proposed land surface modification change the points where storm water or groundwater enters or exits the site? O #14 Will the proposed land surface modification change the quality, quantity, or velocity of storm water/groundwater? O #15 What methods, if any, will be utilized to minimize erosion and possible sedimentation into nearby waters during and after construction? LtZJ�-V� '�U12r�. #16 Will this land modification result in the redirection of any surface water runoff onto adjacent properties? NO #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? � 17 #18 Will the land be replanted upon completion? 15 If yes, with what types of plants? #19 Will this modification result in slopes steeper than those currently on the site? NO If so, how steep? W N UNION CCiJNITY PARK UNION, WASAINGTON d t J 3LCz TaY F HESE PLAN MUST LE ON THE JOB SITE FOR INSP CTION. 7 � l PIN I b o l � � 480 7 cn 8S J COMT P95 T 5 G T ES FOR APPROVl�E U ��F• ��1�'P` � BM17 C;iAN PRIOR (O P RcORMING WORK AAUST MEET ALL CURRENT WASHiNGT04 STATE COD96 MASON BUIL ING INSPECTOR C;AI•IGES SUBJECT TO APPROVAL -� -- ATE 3-2-7-97 Pe rc 0.rr rpc Kep cemm rwTs FIR STREET MASON COUNTY PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER M"On,Wwhbng m M84 INTER-DEPARTMENTAL COMMUNICATIONS DATE: March 26, 1997 TO: Hugo Flores, DCD -Planner Warren Colvin, General Services -Building Inspector FROM: Alan A. Tahja, P/W - Co. Hydr. Engr. SUB,I: Land Modification- Grading Review NAME: Mason County Parks Dept. RD97 0004 RL 97 0047 Review of the Grading Permit Application and Resource Lands& Critical Areas Checklist by Public Works raises minor concern. The proposed grading area is relatively flat and the proposed grading will result in little or no change to area drainage. Mr. Bruce Irwin, Mason County's Parks Director, has been to the Public Works office to discuss possible changes to drainage patterns through the neighborhood, but has been advised of his obligation to receive stormwater runoff where it naturally enters the park site, and also has some right to discharge stormwater to existing drainage courses. Mr. Irwin is also in contact with Mr. Allen Eaton, one of the County's maintenance supervisors, and improving existing conveyances is being investigated to help reduce potential impacts from the proposed fill activity. Mr. Irwin informed me that erosion and sediment control features are being employed at the site to minimize off-site impacts from the grading activities. I have visited the site in the past with Mr. Irwin, and feel the proposed volume of fill is an acceptable estimate at 400 cubic yards of material. Please feel free to contact me at County extension 461 if you have additional questions or if I can be of further assistance. S' cerely, Alan A. Tahja----- File: H:\WP\GRADING\UNION-P.RVW