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Home My WebLink AboutBLD2024-01004 MFG Home - BLD Application - 8/15/2024 MASON COUNTY Permit No: U ai ()ru COMMUNITY DEVELOPMENT RECEIVED Permit Assistance Center, Building,Planning AUG 15 2024 BUILDING PERMIT APPLICATION 615 W. Alder Steet� PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Dahl Properties,Inc. NAME:NW Green Construction,Inc. MAILING ADDRESS:261 N Hamilton RD MAILING ADDRESS:261 N Hamilton RD CTTy:Chehalis STATE:WA ZIP:98532 CTTY:Chehalis STATE:WA 21P:98532 PHONE#1:3607400345 PHONE:3607400345 CELL: PHONE#2: EMAIL:rebecce@nwgreenhomes.net ENlAIL:-rebecca@nwgreenhomes.net L&I REG#NWGREGC922Q5 EXp / 2424 G PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER 0 NAME Rebecca Meister(Agent) EMAIL rbecca@nwgreenhomes.net MAILING ADDRESS 261 N Hamilton RD CITY Chehalis STATE WA ZIP 98532 PHONE 3607400345 CELL PARCEL INFORMATION: c /q PARCEL NUMBER(12 Digit Number) 7;w 3 `50 06 ZONING RR5 LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT 16 SITE ADDRESS XXX Highland Rd(LOT 5) CITY Shelton DIRECTIONS TO SITE ADDRESS Head west on W Alder St toward N 7th St;Turn left at the 1 st cross street onto N 7th St Turn right onto W Railroad Ave; Continue onto W Shelton Matlock Rd;Turn left onto W Highland Rd IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑ SNOW LOAD:25Dsf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check au thatappty): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM E] TYPE OF WORK: NEW 0 ADDITION❑ ALTERATION❑ REPAIR❑ OTHER USE OF STRUCTURE(Reridmcg Gamgg Commercial Bldg,Etc.) Single-family residence IS USE: PRIMARY E SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 2 HEATED STRUCTURE? YES(WhokBldgl r❑ YES(Part[,]of Bldg)❑ NO❑ DESCRIBE WORK Placement of a 27x60 manufactured home w/decks;connect to new OSS and existing well SOUARE FOOTAGE:(Proposed) 1ST FLOOR 1600 sq.ft 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK 32 sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE Fleetwood Homes MODEL Pure 28604M YEAR 2024 LENGTH 60 WIDTH 268 BEDROOMS 3 BATHS 2 SERIAL NUMBER To be assigned ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC 0 SEWER❑ / NEW 0 EXISTING❑ PLUMBING IN STRUCTURE? YES El NO❑ Ifyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOQ EXISTING SQ.FT. EXISTING BEDROOMS 0 PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and 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 legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINU AYS O ION OF WORK ON IS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLIC I N OF 180 D MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 7/30/2024 Signatu O Must be oed by the OWNER Date DEPARTME AL REVIEW PROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH EH APPROVED i NOTES --- Rhonda Thompson 09/17/2024 - EBTRN:TNE IAYER 8E3ON'_>7 PREAARr/fO RESERVE - - _ ,//�., -FIVE TEES RULE MET ''{Q,..Y SC/II.E-�•=tar-0• -NO WELL8 VImLN 100 OF DRANF-W D -- -ELAPSE TIME METER AND EVENT OOVNIER REQUIRED O - '�nI(•_ - -RISERS TO SURFACE REOLRID OVER ALL TAM UIDS EH Setbacks AlDrainfield/Reserve requires 1 O'setback from footing/foundations SOIL LOGS B. Septic tanks requires 5'setback from all food oundations LUI ri _ 1) GRAVELLY SANDY Law 0-24- C.)No toundation/Perimeter Drains within 30ft,downgradient of - GRAVELLY MEDIUMSAND 24-7r Drainfield/Reserve area _ D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within � � O n GRAVELLY SANDY LOAM ° 24 soft,down gradient of Dralnfleld/Reserve area GRAVFILY MEDIUM SAND 24-7r 3) GRAVELLY SANDY LOMM 0-24' GRAVELLY MEDIUM SAID 2a-W MOTTLPM. Slr NOT AN APPROVED SEPTIC DESIGN ' Must use SWG 2024-00195 for septic installation 2CALE-1'=30'-0' --- -------- s M1 O PROPOSED 0 BEDROOM RESIDENCE \ 94 O PROPOSED DRIVE 4 O PROPOSED 2 PARTY WELL PROPOSED STUBOOT I CLEANOUT(IF-88 5) OPROPOSED SEPTIC TANK(IN EL-88 01 OUT EL-67 7) 96 O PROPOSED PUMP CHAMBER(PUMP EL.-BA 5) O 319.2-PVC TIGHTLNE(SCH40) O PROPOSED VALVE BOX(IE:9B.8) O PROPOSED DRAINFIELD AREA 0 RESERVE AREA 99 IS OUND EL.@ CEDAR STUMP(RBM:99 0) 100 s H AtAND RID TOA LEFT AT 2ND HMaHlWD 1` e ACRES ENTRANCP TO SffE ON THE RIGHT. 6 O) I`9B`L1C14Y81EMDEBNMLFM- \ \l\\\ CALVIN DAHL (D XX H 4LANO RD-LOT 5 401\ \ LEGAALL-- HKW AND ACRES-LOT 5 1OF2 Oj \ \ \ �� 'W 7 �I-I3 8RE• BUILDING Mason County Building Division MANUFACTURED HOME PLAN REVIEW SPECIFICATIONS UNIT INFORMATION: *****Snow Load -�I)4v- Make ElgftoDGI Model 6C) f VYl Year 20-24 Square feet Ib DQ Width 2 Length �0 Cou)bl Single/ /triple-wide (indicate) EW r Replacement indicate All footings must be min. 12" below natural grade within 24" of the skirting when perimeter blocking is required. When a relocated unit AND the manufactures specification are not available the HUD 24 CFR 3285 must be used for required pier plan,standards and set-up. Allowable Pressure(Pound Per Square Foot)No Allowances made for overburden pressure,embedment depth,water table height,or settlement problems Soil bearing is assumed at 1500 psi If set-up is using a greater soil bearing capacity a soil report from a design professional is required Fill(compact or uncompacted) Compaction Report required through Special analysis Peat or organic clays Compaction Report required through Special analysis SET UP SPECIFICATIONS: Manufacturer's Pier Plan 7 HUD24 CFR part 3285 FOUNDATION: Check the type of foundation and attach detail plans from manufacturer's or the ANSI A225.1 HUD24 CFR part 3285 Pads 53" Concrete(pre-cast) 7 ABS Pads (Poly) provide manufactures specification with capacities. 7 Continuous concrete footing(runners) 71 Slab ANCHORING: 71 Ground 15( Magnum 71 Concrete-2500 PSI O J-bolt O Expansion bolt For new units,this information can be obtained from the home retailer or contractor. Previously owned units,which manufacture's instruction are not available must utilize the HUD24 CFR part 3285 code for installation. Washington State law requires that a certified installer install manufactured homes. The undersigned I hereby acknowledge he/she does understand that the Mason County submittal and review processes will be based on the information provided herein and will be verified at time of inspection. —1 X �� A lica t/Dealer/Installer(indicate) Date Name 12A n I WQ)0tXt1 S Parcel# Sa01q '13 00000 (LO ;) BLD# 242.4—G 1004 Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings bO X 2-1, b 00 X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways V5 0 X C) oo X = Length of drive begins at the right of way X = Parking Areas o X 0 X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X )( _ k 6 If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) �'63 If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Im ervious Surface Area is GREATER THAN 2000 Square Feet,please read, acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name 1�)0Y1�"QY Dyyo 1 t� Parcel# C,2 02-1-' J3-0000o (L!tS) BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: b=//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) X The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850, Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT.352 Mail:P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/ end ontractor(circle one)Date: '3 0 -2-04� Page 2 of 2 l � NOTES -RESTRICTIVE LAYER BELOW-72-PRIMARY/60"RESERVE FIVE TIMES RULE MET _ ' -NO WELLS WITHIN 100'OF DRAINFIELD SCALE-1" 1 OO'-�" = -ELAPSE TIME METER AND EVENT COUNTER REQUIRED -RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS 3 SOIL LOGS I) GRAVELLY SANDY LOAM 0-24' LOT 5 GRAVELLY MEDIUM SAND 24-72" 2) GRAVELLY SANDY LOAM 0-24" '� O GRAVELLY MEDIUM SAND 24-72" 3) GRAVELLY SANDY LOAM 0-24" GRAVELLY MEDIUM SAND 24-60" SEE DETAIL MOTTLING 60'. I SCALE-1"=30'-0" 5 o 0 PROPOSED 3 BEDROOM RESIDENCE � 11l 94 O PROPOSED DRIVE 4 O3 PROPOSED 2 PARTY WELL 7 Ot O4 PROPOSED STUBOUT/CLEANOUT(IE -88.5) 96 O5 PROPOSED SEPTIC TANK(IN EL -88 0/OUT EL -877) 92 O6 PROPOSED PUMP CHAMBER(PUMP EL.-84-5) 90 O7 315'-2"PVC TIGHTLINE(SCH40) O PROPOSED VALVE BOX(IE-98.8) O9 PROPOSED DRAINFIELD AREA t0 RESERVE AREA 98 BM IS ROUND EL.@ CEDAR STUMP(RBM=99,0) 1 i00 \ i \ \ I \ \\ \ HIGHLAND RD TO A LEFT AT 2ND HIGHLAND \\ ACRES ENTRANCE TO SITE ON THE RIGHT. JAI .61 SEPTIC SYSTEM DESIGN FOR- CALVIN DAHL \ \ C \\ \ 2O SITE ADDR- 4(Y \ \ \ XX HIGHLAND RD-LOT 5 LEA- HIGHLAND ACRES-LOT 5 1 pF 2 ® �'X �,� T75aO�Z4-13- S�s