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Home My WebLink AboutGRD2022-00010 - GRD Application - 2/13/2023 MASON COUNTY PERMIT NO. —0001C7 DEPARTMENT OF COMMUNITY DEVELOPMENT R C E IVE D BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. 8, (360)275-4467 Belfair ext. 352`J L 2 2 2022 1854 615 W.Alder Street, Shelton,WA 98584 (360)482-5269 Elma ext. 352 LAND MODIFICATION PERMIT (Grading Permit) 615 W. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Andy Mitchell NAME:TBD MAILING ADDRESS:1017 Shore Dr MAILING ADDRESS: CITY:Bremerton STATE:wA ZIP:98310 CITY: STATE: ZIP: PHONE:360-265-0614 CELL: PHONE: CELL: EMAIL:andy@mitchelllumberco.com EMAIL : L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 12329-43-00050,12329-43-00060,12329-43-00020 FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED):TRS 2,5,6,7,&25 OF SW SE PCL 2 OF BLA#98-71 PENDING BLA#21-16 AF#2160793 • SITE ADDRESS 23681 NE STATE ROUTE 3 CITY Belfair DIRECTIONS TO SITE ADDRESS take SR 3 N to Belfair. Mitchel Lumber is on the left IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND❑ SEASONAL RUNOFF Q STREAM DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO ,r❑ WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION? YES ❑ NO 0 TYPE OF JOB: EXCAVATION Q FILLING ❑� GRADING❑� CUTTING Q OTHER ❑ TOTAL SIZE OF PARCEL 3.40 ac ACRES/SQ FT SIZE OF AREA TO BE EFFECTED -1.2 ac ACRES/SQ FT ESTIMATED AMOUNTY OF CUBIC YARDS per Civil3D;cut=1,097.4 cy,fill=840.9 cy all cut material will be used for fill resulting in a Net cut(export)of 256 cy. Aprox 200cy of CSTC will then be imported for pavement base. DOES THE SITE HAVE SLOPES 14%OR GREATER YES[] NOQ DESCRIBE SCOPE OF WORK Demolishion of remaining existing buildings and grading in preparation for new structures. WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS:No WILL EXCAVATED MATERIAL BE TAKEN OFF SITE?IF YES,SITE ADDRESS: No DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES❑ NO❑ HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY. YES❑ NO 0 WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES ❑ NO❑� WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES❑ NO E] WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES ❑ N0P] WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES❑� NO❑ WILL THE LAND BE REPLANTED UPON COMPLETION? YES Q NO❑ WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO 0 IS THE SITE WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES❑ NO OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. 1 declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provide employees of Mason County access to the above described property and structure(s)for review spection.This permit/application a ull void if work or authorized construction is not commenced within 180 d od of 18 PROOF OF CONTINUATION OF WORK IS BY MEANS OF PECTION. INACTIVITY OF THIS P ERM7TALI OF AYS WILL INVALIDATE THE APPLICATION. X Signature of Applicant to X 0 R Print Name �^�� r MITCHELL LUMBER SITE PLAN NOTE: DOWNSPOUTS SHALL BE COLLECTED AND PIPED TO THE TYPE 1 CB's UPSTREAM OF THE \ \ 1 \\ INFILTRATION/DETENTION SYSTEM(CHAMBERMAXX). ROOF RUNOFF SHALL NOT BE COLLECTED IN THE TRENCH DRAINS. PROPOSED BUILDINGS ARE PRELIMINARY. FINAL BUILDING DESIGN TO BE PROVIDED BY \\ \ \ \ \ 1 1 1 1 11 1 \ \ OTHERS. PAVEMENT GRADES MAY NEED TO BE ADJUSTED BASED ON FINAL BUILDING DESIGN 31 FINAL PERMEABLE PAVEMENT DESIGN TO BE PROVIDED BY OTHERS. PERMEABLE PAVEMENT SHALL CONFORM TO THE MANUFACTURER'S DESIGWINSTALLATION SPECIFICATIONS AND BMP T5.15 Existing \ \ 1 Store 1 1 Employee Parking; 30 stalls / \\� / // Existing 1 1 Permeable Pavement / / \\ / / Warehouse / New 1,750 SF(3T x 50) ) \ 1 Building II I Rg I as FF=49.35 1 I \ / / NEW ASPHALT PAVEMENT z.� EaUC1E�N' /\\ New 1,750 —� OP 1 I ( \ w ��dp G FUSE \\ ` \\ \ SF(35'x 50') Building o 15' 30' as � L 1 \ I ( \� FF=40.25 301 SCALE ( \ J ( I TRENCH DRAIN ry I _ RIM EL--49.25`— —— \ \ SOLDILI TYPE DB \ \ o / Existing Qx — _— m 1 RIM EL=48.46 �\ _ —— Covered Racks —— ! \ \ 1LL -< --t-0 17em5lri -- W \`\ \ 1 1 1 I / New 2,400 SF o I V-ek 1 1 1 \ 1 m I New 7,500 SF 'x 60') New (40 1,755 \ I \ \\\ / 7 (76 x 100•) Loading \ SF(27'x 60') Warehouse r i Canopy / Open Shed I I o \ 1 \ 1 1 1 ( Building S!`` FF=49.40 ! s FF=49.25 \\ \\ \\ 1 \\ \\ \\ { O ,FF=49.4TRENCH DRAIN 1 I I I \ \ \ 1 \ \ \ RIM EL=49.00 AU RIM ELS=4920 !\ 1 I\ n 1`. 1 \\ TYPE DISPERSAL TRENCH kN 50 \ \\\\ \ \\ 150 LF TRENCH DRAIN TYPE 2 48�f >t — \ (OLD CASTLE 6-14 OR EOUN.) `RIM EL=48.40\\`, \\\ f WITH FLDCARD+FlLTER OR EOLAV. _ CHAMBERMAXX INFILTRATION SYSTEM ---— _— 25.75'X 150'-5 CHAMBER ROWS � TmE a[slcrrEu ar MJM MITCHELL LUMBER WestSound Engineering, Inc eY M• ___ SITE,GF2P,DING,AND PAVING PLAN aawx BY MJM ATB ENGINEERING,PLANNING AND SURVEYING 217 S.W.Whim Dme Pod Ordwd,Wa.9M CLIENT Mitchell Holdings 4,LLC pEGtED BY MJM Phase(360)8763770 Fat(360)876-0439 ,4606 9 1017 SHORE OR 29 23N iW Ef a9:w @.sengmn nng.c httplhnvw.wsengneenng.com 3+rwri �yff BRE�3E6R;ON7�ZWA 9B310 SEC TWN R SCALE 1'=3V 0 2Tx34 ItEV. DESCRrPTIDN DATE BY 05/11/2022 JOB No. Z9Z52 SHT 3 OF SHTS MITCHELL LUMBER SITE PLAN If \ \ 1 Existing / Store 1 1 Employee Porking; 30'stalls J / \\\ / / Existing Permeable Pavement / / \\ // / Warehouse \ 1 I 1 a• 1 l / 9 / 1 I \_ ! New 1,750 SF(35'x 50') Y Building FF=49.35 1 ! / NEW ASPHALT PAVEMENT ® 1 I I rI ll\ f/ JI I I I I j ♦' f`I e�'y tRENG 6� nR��p E A. \ New 1.750LLJ W I 1 U l�o �n+F��c \ ) \\ SFBuildi a' ( I FF=40.25 � 1 f ( Cn I TRENCH DWM \ I RIM EL-M]5 / ` \;\TYPE 1 CB \ / Existing RIME uD RIM EL=48.46 Covered Rocks . � _ —- - — to 1:em&r Li \I 1 1 11 Il 1\ ilI —t New 2,400 SFTOIL 1 1 1 11 1 1 II i New 7,500 SF (40'x 60') New 1,755 \ \ 1 1 \ 1 1 (75'x 100) Loading SF(27'x 60) 1 I I I 1 1 \ 1 \ 1 1 Warehouse r Canopy `jL` \ Open Shed BuiFF=ding49.40 \S� FF=49.40, I I1 A FF=49.25 TRENCH DRAIN \ \ 1 !1 RIM EL= 49.0E x- ...._...J SOLID LID e I I 1 9 I RIM EL=49 90 41� I I.(.. \r