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Home My WebLink AboutBLD2024-01415 MFG Home - BLD Application - 12/2/2024 MASON COUNTY Permit No: r U�IG U COMMUNITY DEVELOPMENT C" 0 2 2024 Permit Assistance Center, Building,Planning BUILDING PERMIT APPLICATION 615 W. Alder Steel= PROPERTY OWNERINFORMATION: CONTRACTOR INFORMATION: r NAME: Ser ,bV .01'rq v L a NAME:A?A CD k!'t,a ph MAILING ADDRESS: 68/Z ag,4 ,..dy MAILING ADPRESS: a,1/ ot. CITY:4; STATE: ZIP:qq 93 CITY: 3 bwI*e� STATE:4,A ZIP:_yyI� Z P1716 ,#I::�/ PHONE: 3/.r-'744 3gf[CELL: PHONE#2: EMAIL: ti I he R C%,rw:I.CV►h EMAIL: :/ L&I REG# AiP<$r)11WXP.41$Ip� PRIMARY CONTACT: OWNER❑ CONTRACTOR OTHER❑ NAME EMAIL +t MAILING ADDR S 0 V CITYAW&A STIly W& ZIP PHONE CELL PARCEL INFORMATION: �y /� PARCEL NUMBER(12 Digit Number) 2W�3At--a✓0'0 f r�Z O ZONING a5 LEGAL DESCRIPTION(Abbreviated) �/I/(! 01' 61101/ d 3 S0�/f DI TRICT 14 SITE ADDRESS CITY C DIRECT ONS TO SITE ADDRESS_. o r rI f l; vrrJ _.._. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO I SNOW LOAD:'95-psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Chet*all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW i ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Co—wrclal Bldg,DO 5' 4444. IS USE: PRIMARY$ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(noleBldgl N YES(PartlaJofBldg)❑ NO(I DESCRIBE WORK Ai )W AM6:1"04 14^4 SQUARE FOOTAGE:tprapared) IST FLOOR 1920 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT / sq.ft. DECK L PO sq.ft COVERED DECK sq.ft. STORAGE_ sq.tL OTHER f sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT /" sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: i!�/ *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE GL•MODE YEAR UZ''f LENGTH TZ WIDTH Z BEDROOMS BATHS I SERIALNUMBER_ TP.A 7-f 1Z6"l5 y ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES]a NO❑ Ifyes,attach completed Rater Adequacy Form ` PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NCO EXISTING SQ.FT. y EXISTING BEDROOMS o'00' y PROPOSED BEDROOMS / TOTAL BEDROOMS / OWNER acknowledges that submission of inaccurate information may result in a stop wont 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 pemdssion from as 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 permittapplication becomes null&void If wont or authorized construction Is not commenced within 180 days or if construction wont is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) ry J / 70 Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTESICONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Name " ." Parcel# 2Z0 �c� — V 0412' BLD# d D0-W— 14 15 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 L X = L.J ez 3` X = Y Measurements for buildings are taken at the _ perimeter of the farthest projections(example:X eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X X = Any paved, gravel or packed area per definition above table X = Patios/V1lalks 'L, X Z. = ZQ5'� X = Any paved, gravel or packed area per definition above table X = Others X X = 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) lV a 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. 1 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 i pection as may be required.X Owner/Agen ontra circle one)Date: 12,1 2.,/dti^�,h, 24 If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page I of 2 Name_w� c '1 Parcel# Z Z y 3� VN I Zy BLD# a.QQ4 —01415 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: http//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)POS 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. Acknowledgeinent 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. Owner/Agen4!!afr W(circle one)Date: Page 2 of 2 BUILDING Mason County Building Division MANUFACTURED HOME PLAN REVIEW SPECIFICATIONS UNIT INFORMATION: *****Snow Load �S Make L��y lan Model 74r+1 1c� Year 202Y Square feet Width Z71 Length 71 Single oubl /triple-wide (indicate) 46�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: It Manufacturer's Pier Plan _1 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 09 Pads 71 Concrete(pre-cast) O ABS Pads(Poly) provide manufactures specification with capacities. Continuous concrete footing(runners) -1 Slab ANCHORING: O Ground O Magnum 4 Concrete-2500 PSI 99 1-bolt -1 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 inspectio . X Applicant/Dealer/Installer(indicate) Date ( � 201�1 39-0 1/4 L E G E N D WATER INLET 35-2 ❑ PANEL BOX SR STANDING 29'-4 3/P w FOOTING IxnwouOx 3. 1 1/1•� uAL m � 000R NAN ----- -. -�-� - ------- -------o- � � —————— NO CS: 1. SNIE J0.AMING IS - DZSIGNEO FOR THE El 8TANOARD HIND ZONE AND IE r0 BE USED IN CONJUNCTION KITH t` b TUB INSTALLATION MANUAL ANC ITS r S U P P L ESNT5 ® 6-6 DRAIN OUTLET A-ONI7 I 2. f00TINUS ARE SS SHOWN FOR EXAMPLE 35-2 1/B I INarwLu^ ONLY. QUANTITY AND F U CONNECTION NwxNALI� SPAf.[Nf.MAY VARY BASSO ON PAC TYPE, SOIL CONDITION, LTC. E:� i D LE- B— ---- --- 3. FOOTING PACE S PIENS ARB ASCII:" h AT 6U►PORT POST . ® SEE INSTALLATION B-UN3T MANUAL FOR REQUIRE- 2 6-4 NEWTS. FLEX DUCT CONNECTION I og El ( ILo-----a-------EL M ----�7 -----a-------o-------El 3B 1/1• 1 78 1/2• DOOR NIN DON 4B'-0• P°°OfCr R""E IDPBL ND. POST DATA -NOTE IS FOR FOUNDATION READY HOMES LIVE LOAD: 30 65S. 30 auNlw—LS LABEL LOCATION UNIT PIER LOAD' A A 3300 BEARING CAPACITY OF NATURALSOIL OR COMPACTED FILLSHALL EOLIALOR EXCEEDISO0P5F. PIER LAYOUT A e 30f ROOF LOAD B 11'-1' A 9100 LATERALBFARING•1SOPSF. C 2E'-10 3/4' A 4900 - PIARN n, C 28'-10 3 4' B PER IBC(CBC(TABLE 1806.2 -- .D 35'-1 3 1' A 6000 MTB, 06/30/16 D 35'-1 J/1• B ;THISFOUNDATION SYSTEM HAS NOT BEEN DESIGNED TO RESIST LOADS FRONEEKPANSNE SOILS,AND/OR E5r REY .E 18'-0' A 3100 (SOILS OTHER THAN AS INDICATED IN T14EIBC(CBQ TABLE 1806.2,S000R.FLOODHAZARD6,WATER PRESSURE .r-4 /8'-0' H ;BY WIND OR WAVE ACTION,WIND SPEED UP EFFECTS,FROST ACTION,HIGH GROUNDWATER OR OTHER SP.lE.l C 'EMPTY PIER LOAD IB COMBINED IR NUNBBR ABOV6 NATURAL EVENT NOTUSTEDONTHEASSUMPTIONS ol 21EG28483S L I FRONT RR5 STANDARD SETBACKS` Front:25' LnauY/ ESLI - - Sides:20' rNOTES - -RESTRICTIVE LAYER BELOW 4B• SCALE-V=41Y-it Rear: 20' -SEVEN TIMES RUE MET NO WELLS WITHIN IW OF ORANFIELD -ELAPSE TIME METER AND EVENT coLNTER REd11RED unless otherwise Stated On the site plan .RISERS TO SURFACE REQUIRED OVER ALL TAW(LIDS all setbacks measured from the farthest PROPOSED Wru SOIL LOGS « projection of the building T) &ANDr LOAM 0-24• 'subject to EH setbacks GRAVELLY LOAMY MEDIUM SAND 24.4e• (W/ROOTS) PLN Approved 21 GRAVELLYM ° M. R LOAMY MEDIUM SAND 32-S4• (WI ROOTS) (W/ROOTS) 01/17/2025/+ 31 SANDY LOAM 0-30' Mason County Community Development GM/V F=TSAMY MEDIUM SAND 30-52' % Gavin Scouten All Changes Subject to Approval g J PP TANK DETAIL-NO SCALE W ..�.� Disclaimer e Mason County does not require surveys for building.As a result,site plans may not reflect T- 88 accurate data.It is the applicant's responsibility -- sm G to comply with setback requirements. U) 90 y /PROPOSED 12000AL PUMP CPVIAVIER IPUMP EL-90.01 m EH APPROVED PROPOSED 120WAAL%7W TANG IN.EL-935/OUT EL-93.2) m P Rhonda Thompson 01/17/2025 I _ 92 PROPOSED 4 SORIA RES 94 OPOSED SR)BOUr/CLEAN XIT IE-94.01 PATIO 96 12(Y-7 SCH40 PVC TIGHIUNE EH Setbacks - -- A.) Drainfield/Reserve requires 10'setback from footing/foundations RB GROUNDEL OTH.I(ROM-1000) B.)Septic tank(s)requires 5'setback from all footing/foundations REVISION.12/6/24-UPDATED WELL LOCATION AND HOUSE ANGLE C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area THIS IS NOT A SURVEY: 98 PROPOSED VALVE BOX IIE.-102 O) SITE FEATURES.TOPOGRAPHY.ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within PROVIDED BY THE OWENER AND COUNTY PLANNING RECORDS AND ARE INTENDED ONLY FOR THE 50ft,down radient of Drainfield/Reserve area REVIEW AND CONSTRLOTONOFTHEPROPOSEOSEPTO SYSTEM DESIGN JIMHUNTERAASSOCATES g RECOMMENDS TRATA LOENSED PROFESONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER. ESTAM ISH LOT LINES.DETERMINE ELEVATORS AND TOPOGAAPH1AN0/01 PROVIDE A LEGAL SITE PLAN. b^ / WA A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION A RECORD DRAWING o y� ARu°ATOAUDFTONMccowro SITE ONRIDHTATEND JIM HUNTER AND ASSOCIATES p' PO BOA is OLY WA 1101 111-1111 100 O \ DEBIGNER ADAM HUNTER -� SEPTIC SYS TEM DESRN FOR 02 ° -_ BILLY SARNO -. SITE ADOR- V 104 S2 7LX BE MCCOMB WAr - ARCADIA LEA' TR 10OF GOVT LOT 3 I OF 1 -_ TIM 22030.10-04120 SITEF _ HV3bl MYERS ME7 CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 60 18 r 16 = 50 a 14 ch Q 40 12 F W 10 Z O a J 20 6 F 4 10 Nv 2 0 0 20 40 eQ 100 120 CAPACITY GALLONS PER MINUTE A li ea#14 made, 11/5/24 J$ ,�. aT Inl P�� ADAM J.NUNTER '•� m A u _ A+ 26 S�* OINAA(odole, 95'* UTIUTY/ACCESS ESMT. _ NOTES: RESTRICTIVE LAYER BELOW 48" SCALE-1°=40'-O" Alpo SEVEN TIMES RULE MET NO WELLS WITHIN 100'OF DRAINFIELD ELAPSE TIME METER AND EVENT COUNTER REQUIRED -RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS SOIL LOGS PRO SED WELL 1) SANDY LOAM 0-24" GRAVELLY LOAMY MEDIUM SAND 24-48" (W/ROOTS) 2) SANDY LOAM 0-32" GRAVELLY LOAMY MEDIUM SAND 32 -54"/5/24 `Q (W/ROOTS) a F ' tit 3) SANDYLOAM 0-30" ' '•r �.4 GRAVELLY LOAMY MEDIUM SAND 30-52" (W/ROOTS) it S) TANK DETAIL-NO SCALE Q EDAM J.HUNTER 26 / W �L 90 SEV 1AHR PROPOSED 1200GAL PUMP CHAMBER(PUMP EL-90.0) ,G PROPOSED 1200GAL.SEPTIC TANK(IN.EL.-..93.5/OUT.EL-93.2) PATIO O 92 PROPOSED 4 BDRM RES �. 94 PROPOSED STUBOUT UT(IE.-94.0) PATIO 96 ".. vuo aweEn�rmlcny 120'-2'SCH40 PVC TIGHTUNE RB GROUND EL @ T.H. I (RBM- 100.0) THIS IS NOT A SURVEY: 98 PROPOSED VALVE BOX(IE. I OZ.0) SITE FEATURES,TOPOGRAPHY,ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM PROVIDED BY THE OWENER AND COUNTY PLANNING RECORDS AND ARE INTENDED ONLY FOR THE Q /� I REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM DESIGN.JIM HUNTER&ASSOCIATES �/-' RECOMMENDS THAT A LICENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER, ESTABLISH LOT LINES,DETERMINE ELEVATIONS AND TOPOGRAPHY AND/OR PROVIDE A LEGAL SITE PLAN. b /wA A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION&RECORD DRAWING -� b/ ARCADIA TO A LEFT ON MCCOMB TO SITE ON RIGHT AT END JIM HUNTER AND ASSOCIATES P.O.BOX 162,OLY,WA 98607 753-1226 1HANDASSOCIATESQHOTMAILCOM 10o l J/ z//�% \ - DESIGNER-ADAM HUNTER SEPTIC SYSTEM DESIGN FOR- 102 toBILLY SARNO O SITE ADDR- U 104 u XX SE MCCOMB WAY ARCADIA LEGAL- TR i o OF GOUT LOT 3 I OF 2 19s,t -- TP# 22030-10-04120 SITE>R