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Home My WebLink AboutBLD2023-01548 SFR - BLD Application - 12/18/2023 MASON COUNTY Permit No: RR FF v COMMUNITY DEVEL& RWT Permit Assistance Center, Building,Planning DEC 1 23 BUILDING PERMIT APPLICAT h� W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Stephan and Brynn Black TAME:Prime Buafing and DeNapmem LLC BUI DING MAILING ADDRESS:5734 SW Dawns view Cl MAILING ADDRESS:4802 Thompson LN SE CITY:Padland STATE:OR ZIP:97221 CITY:° ° STATE:wA ZIP:98513 PHONE#1:503-5r7J470 PHONE:865.3WA308 CELL: PHONE#2:503-927-7867 EMAIL,:ashley.primebuild@outlook.com EMAIL:sbl kl°v W.@g—g oom L&I REG#PRIMEBDU303 Exp.09/23/24 PRIMARY CONTACT: OWNER❑ CONTRACTOR I] OTHER❑ NAME EMAIL ashley.primebuildQaoutlookwnn MAILING ADDRESS 4802 ihom—LN SE CITY olmwl° STATE wA ZIP 98513 PHONE ' 03108 CELL°�3031D8 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12119-53-00042 ZONING RR5 LEGAL DESCRIPTION(Abbreviated) HARTSTENE POINTE g4 LOT: 42 S 29/220,S 51/179 FIRE DISTRICT 5 SITE ADDRESS 453 E.Chesapeake DR CITY shaven 98.584 DIRECTIONS TO SITE ADDRESS Shelton WaW"ton 98584,Head noM on N 2nd St amend W Pine SL 4 sec(56 R), Take WA-3 N and E Pickering Rd to E North Ilan°Dr.25 min(16.5 n)Take E Pointm or W to E Chesapeake Dr 5 min(0.9 mil 453 E Chesapaake Or Sheaon,WA 98584 IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD:25 psf IS PROPERTY WTrIIIN 200 FT OF THE FOLLOWING: (Ckeckall that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑+ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)R°°id°ma IS USE: PRIMARY❑ SEASONAL 0 NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 2 HEATED STRUCTURE? YES(Whole Bldg)❑+ YES(part[s]of Bldg)❑ NO❑ DESCRIBE WORK Newcomb,W" SQUARE FOOTAGE:(proposed) I ST FLOOR 744 sq.ft. 2ND FLOOR 21 sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK 492 sq.ft. COVERED DEC&asq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.fL Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC❑ SEWER / NEW El EXISTING❑ PLUMBING IN STRUCTURE? YES❑' NO❑ Ifyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑� NO[] EXISTING SQ.FT. 0 EXISTING BEDROOMS 0 PROPOSED BEDROOMS 0 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.1 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 permitlapplication 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 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 i d COUNTY CODE 14.08.42) X c . '—. 12,�`s . � i nat f OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW ,\APPROVED VATA DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH 10tNo: L �Va3MASON COUNTILDIN v l COMMUNITY DEVELOPM64q'E I VE D Permit Assistance Center, Building,Planning DEC 18 2023 PLUMBING & MECHANICAL PERMIT APPLICAff6N. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Stephen and Brynn Black NAME:Prime Building and Dewlopment LLC MAILING ADDRESS:5-/34 sW DDWnsveW�T MAILING ADDRESS:—T1ornimn LN BE CITY:Portland STATE:DR ZIP:9-1 CITY:Drymaa STATE:WA ZIP:98513 1 st PHONE:503-57741410 PHONE:865.363.13N CELL: 2nd PHONE:503-927-2867 EMAIL L ashley.primebuild@outook.com EMAIL:sD ad bvesl Fe�gmail.com L&I REG#PRIMEBD84303 EXP.09 23 24 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):121195300042 Zoning:RR5 LEGAL DESCRIPTION(Abbreviated):Hartstene Po me u4 Lot 42 S 29a20,S 51v179 SITE ADDRESS:453 E.Chesapeake Dr.,Shelton,WA 98584 CITY:Shelton 98584 DIRECTIONS TO SITE ADDRESS: T,ME 1pn 9,D,H Erate pN2ntl St[pwrtlW Pine SL4sec(58Rj,Take WA3NentlER kerM9 Rab ENate IaImM p,75 min(18.5 mi) Tatra E 9 rni),a Dr W C E Chem or Dr 5 nti(.9 A d5]E Chesapeake a SMI1pn.WA 98586 TYPE OF JOB: NEW F-7-1 ADD=ALT=REPAIR=OTHER=USE OF BUILDING Residential LOCATION OF FIXTURES/UNITS-1ST FLOOR=2ND FLOOR=BASEMENT=GARAGE ]OTHER[:= PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.o Fixtures Fees Fuel Type:Electric LPCE=]Natural GaJ=:]Ductless1= Toilets 2 18 Type of Unit No.of its Fees Bathroom Sink 2 18 Furnace Bath Tubs 2 / 18 Heat Pump 1 35 Showers 22 18 Spot Vent Fan 3 30 Water Heater 1 9 Propane Tank t Clothes Washer 1—�� 9 G utlets Kitchen Sinks 1 / g oo as/Pellet Stove 17— Dishwasher 9 Kitchen Exhaust Hood 14 Hose bibs 2 18 Dryer Vent , 14 Other Solar Panel Other 1 air handier 23 Base Fee 25 Base Fee 30 TOTAL PLUMBING 151 TOTAL MECHANICAL 146 OWNER acknowledge 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,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 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 CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Ax c IF cr . ,� 'r`�, .�1� IZ �3 ignature of Owner f Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN Lflaoa.3 016 PORTION OF SEC 19 TWN 21N,RGE 1 W,W.M.,MASON COUNTY,WASHINGTON = Ix I I Sa vt YE' ;TPN-006300043 '.PLANNING SETBACKS: vu aac a sx[Er so-o} er SRASx a"S TER KM oA 5 All DirectionsSxEET So_.Io Ar ALL OOnNSPWR. all`$etbacks are measured formthe furthest projection of the buildingct TPN subjeet to EH setbacks I(MIJM0042 aAlar sAus vw Ar vvE aurt[r ;� / ! AvvRot Launax p'/ ` - EasalE YXR GRRN e 4 MW MORWrpx R101nX➢BY 111E / a x zmE v To r.rta-si.cR arsmcr.' ,..yJ t R - K�Rr°�°�" `."` � t PLN Approved O EOx NN aRw PRnR,° r g s e \ FA Y Nce 01/03/2024 WONITYMAP $ € (1,9003F) ;°'a""°"°"�'"' Mason County Community Development ,€ ` �•� .- APPROX FFE 48.00 �>ac wNR uRs ry, � � Gavin Scoutert All Changes Subject to Approval ` o a w wsn auR¢ Q A. ' - W Public sewer anc"ater W X) oRAnACE vAr,EaE(m.l , � vaaxrs(o vwwr ama.AT ""•.''"b W YPN 121-06300041 \ _ F' anlRAclol ro Elsrru E•slat f F(.FND U Wrn alLRalt(aow nnrx v Eesac . _ lJ.. aMEna a�L.�1•�.a)'RE — ROSpA,artrzmnE M W (what loaAnox v \1z LUC_ vearoso INRR uR 0.: / p, 1r�, I va°vosEo alEw�c a C�J,f U V PPOPO E eJ nL,PmfYn W caaA<Iu ToEarNE wxsrnEclnl` I LL< g fNIRNRS Rll RIAE al SMRI 50-0! � - r �a R«lRAan WZ a Z J— � oacsrc w,En rlu /, vrovosm wc!E Z LF) m r _Z Q _ / � mwosco au m CONSTRUCTION AREAS. vRE O c w Exr awnx ve rzRn _ � -caaAcru,o malEn caR[snc sun¢ Y Y _ ..- / lnE 10 f'JIAA0A nAM YNI PlR To g IMPERVIOUS AREAS _._- ccwn srNgNms uxmAclu ro Emn ' Posl otwancRr ownva—E. U / KRfY Eosac szE.RTS Np oEna __ ____ [Mort xAq 9R/QS ow '. °- rals,IRc CGROUS - � ., PRgR 10 CROCfnxG PAxR F vRaosEo sR xem saRAax -"" -• /" �. -_ __. .. ...-' ..� vRovosEo nNREnc A roIN Lwl ff -' PROWSN__w x5_9R 1.91E Y - ARPn01-A—O EN51NC — ..-•.. IX51RIO urtAaR .Tnoui NMbLi aI-9R JOE MCnMEO SNnrRT SnRR UR SITE INFORMATION: SERER.,.,ARE Iw.mE �- vE"WSAREAS: EH APPROVE 5}�9,cows E9°t vRovoso uw/wcenwlE I s v°nRNu.alo E}n1 ._ A s aG(mc wo r..w Wrs P aus,Eeaza vERnars s Rhonda Thompson 0-1/1 7/2024 To. 3lII Sf SITE AOORER: .5J[pRSAPFAAE OR —M ems— YE RxC[RR OfrNL M SERR SD-0} TOTAL EtuR(x IOC MG wn.l 5}r�OEgµp AK s.surt rmr 9s AEu E.ssA s(rto AT) _ARn' GENER4L NOTE EROSION CONTR NOTES_ xuwA y'9°5°I a x us-}. 3 � OL p Alm W y ooTft PE I. (W IRKIM SrIeL WNn.aV RM S w.'cur flw I r So l a m.am o-IT.neat R TS S-,E[ Iwaxvc wlrt:aJ.}I19!0I AI M fM a Gal Yr.W 14R OE5— ul0 IITT EanaR A'.9' OMG ORR.Fn ST R 1 RI nGnP(rR¢Er ro p aCN LLYFE'a% MNIISR}(POMR N LOEMR}O.5 SI/IA !. 1R6 6 pi A SUR,LT.IOPOCFAnRf KOM}IOx 5 ROY PRnxr 9aIFR1r EAOR p;aL MIUS a nR SrAS. �' 11 i ro1N p6EEBFD ARA �11t 4(00 Aq iM50n NUIIIT C6 _. rolN.9R M(N E.15 HORS !. Ca1RYO1pR 10 COOROMrt M,a Np$EnEA anxLmxs q q([In s Lr.(sxc�.w0 9uu Y IRu5vR9U N —E--. yAs ARWTED [aNUIG Na P/eIC WI E,IN Y RRN 9111ORL PW(S [Oxaouto vOxnR1 gsOSRL ARA R ---- PYRI rp: I}IIESitlaP} .- M PNIaI cCM4R15 MO EYSIRA;IRE[S anT LATER a0NOl1 5 REYMOnx RS.1_IwSOx—1 n4 RIIR(It 51rR[I 45M nA51ERARR 9WL% M CGi Slml KNiY QUMMS }ae G �5_anN a9�REN 5 AOR3 ��a E �R. S D-01 niM To dSOnApIL xro ouNAa SI$Rv5 LOGROR Of All f.51NO NUIRS at hOp n SLOPES: NISW YIT aAT EOAIE 045i SW[S ro 9MAa nI.RK PFIOR ro NIT OOMiNUL110x. CY}a,www M}.aNRrR Yau dp Eu SIRE n wain swm loge u-,sc sEaRs s.navEo slml ro w,Iccu -5555 am�[.i Sm 9W1 RW1Ta5iAIIXEIiI[Wr9¢M NOAII a N SIAICIIR nc som aERI`.cio' 'ro W�R.Ofuwo80__24Ro,1 s}ct- 11 a 2 bt-U61 UI�Z-- D i 5 Y b RECEIVED U I LWindow, Skylight and Door Sc hedule � Project Information DEC 18 2023 Contact!,formation Ashley M Stree 865.363.13 ashle .primebuild@Outtook.com Width Height Ref. U-factor Qt. Feet Inch Feet inch Area UA Exempt Swinging Door(24 sq. ft. max.) 1 0.01 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 10.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA w:...... 2 4 6 48.01 13.44 1A/&rfQ4WJFPW Mii ar 0.28 2 4 6 48.0 13.44 Window 3 Milqarc 0.28 3 5 ° 4 64.0 17.92 Window 4 Milqarc 0.28 1 4 4 s 1&0 5.04 Window 5 Milgarc 0.28 1 4 5 2 20.7 5.79 Window 6 Mil ar 0.28 1 4 5 2 20.7 5.79 Window 7 Mil ar 0.28 1 4 6 2 24.7 6.91 Window 8 Milqarc 0.28 1 5 6 5 6 30.3 8.47 Window 9 Milgarc 0.28 1 3 6 3 6 12.3 3.43 Window 10 Milqarc 0.28 2 3 6 3 6 24.51 6.86 Front Ext Door A TBD 0.28 1 3 6 a 20.0 5.60 Sliding Glass door B Mil ar 0.28 1 16 1 6 " 41.4 11.59 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 o.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 372.4 104.27 Vertical Fenestration Area Weighted U= UA/Area 1 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet inch Feet inch Area UA Skylight Milqarc 0.28 3 3 10 5 1.5 58.9 16.50 Skylight Mil ar 0.28 2 3 " 2 5 18.9 5.30 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 77.91 21.80 Overhead Glazing Area Weighted U = UA/Area 0.28 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 450.21 126.07 RECEIVED bU,%0RDo9S-015qB Simple HeatingSystem Size: Washin tors S't U This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code(WSEC).This tool will calculate heating loads only.ACCA procedures for sizing cooling syster�lf{s`ibuT G,"L?@23o determine cooling loads. Please complete the green drop-downs and boxes that are appl�i�bl t your pr t.As u make selections in the drop-downs for each section,some values will be calculated for you. If you do not see the selection y&$.&dl(t . Wbdin 1 I fagf ase contact the WSU Energy Program at energycode@energy.wsu.edu or(360)956-2042 for assistance. This tool is for the permitting purposes only. A Manual J calculation is required to meet the requirement of the 2018 Washington State Energy Code. Project Information Contact Information Black SFR jPrime Building and Development LLC Ashley McBee ashley.primebuild@outlook.com PN:12119-53-00042 (865)363-1308 Heating System Type: OMouwsystens OO t+eatPump To see detailed instructions for each section,place your cursor on the word"Instructions" Design Temperature Deisgn Temperature 23 Instructions ISheltion Design Temperature Difference(AT) 47 AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area BUILDING Instructions Conditioned Floor Area(sq ft) F 1,412 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.5 12,002 Glazing and Doors U-Factor X Area = UA Instructions U-0.28 0.280 82 23.07 Skylights U-Factor X Area = UA Instructions 0.50 F 76 3808 Insulation Attic U-Factor X Area = UA Instructions lNone Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38 Advanced 0.026 2,275 59 16 Above Grade Walls(see nipure i) U-Factor X Area UA Instructions R-211ntermediate 0.056 1689 66.59 Floors U-Factor X Area UA Instructions R-30 0.029 F 1.412 40.95 Below Grade Walls and Slabs(see Figure r) Wall U-Factor X Area UA Instructions Wall&Slab I None Depth ISelect nearest slab depth Slab F-Factor X Length UA Slab on Grade(see Figure r) F-Factor X Length l UA Instructions None — Location of Ducts Instructions lConditioned Space Duct Leakage Coefficient 1.000 Sum of UA 227.85 Envelope Heat Load 10,709 Btu/Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 6,092 Btu/Hour Voklme x 0.6 x AT x 0.018 Above Gnde Building Design Heat Load 16,801 Btu/Hour Air leakage+envelope heat loss w e Building and Duct Heat Load 16,801 Btu/Hour Ducts in unconditioned space:sum of building heat loss x 1.10 Ducts in condrtoned space:sum of building heat loss x 1 Maximum Heat Equipment Output 21,001 Btu/Hour Budding and duct heat loss x 1.40 for forced air furnace Building and duct heat kus x 1.25 for heat pump (07/01/13) 1 Name Prime Building and Development LLC 12119 53 00042 arcel# BLD#RECE1 Mason County C)l S�FFrr 18goartment of Community Development Small Pa torm to anagement Application/Worksheet (page 2 of 2) 6 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". BUILDING 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)4 The r levant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their en ' ND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B)T jjj�Mte tive 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 Ue C, 'LA VAC Owner/�t/ ontra or(circle one)Date: �Z , Page 2 of 2 to c ' Prime Building and Development LLC 12119 53 00042 Name Parcel# BLD# 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 surface2. '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. ZCommon 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 X = X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: 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/Walks X = 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) 2441 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 Impervious 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 �)Lvg 0 a ) u �. PORTION OF SEC 19 TWN 21N, RGE 1 W, W.M.,MASON COUNTY, WASHINGTON TPN �530004-3 PROPOSED SILT FENCE PER DETAIL ON SHEET SD-02 CONTRACTOR TO INSTALL- SPLASHP7 �l7g BLOCKS PER DETAIL ON \ Z o SHEET SD-02 AT ALL DOWNSPOUTS, COORDINATE LOCATIONS WITH BUILDING \`. If PLANS 1 En Or / 5 DAY POST DEVELOPMENT TPNDAYLIGHT FOOTING DRAIN. 7 \ DRAINAGE PATTERN(TYP.) QUARRY CONTRACTOR TO AD AT I',c OUTLET 1' / ,�„J53QQQ42 �+ RD QUARRY SPALLS PAD AT PIPE OUTLET Etrr APPROX LOCATION 4Q / "a'� o OF EXISTING SEWER LATERAL \ Y z FROM INFORMATION FRONDED BY THE / t HARSTENE POINT WATER-SEWER DISTRICT. '.. ,.. CONTRACTOR TO FELD VERIFY EXISTING \ c ,LATERAL LOCATION AND DEPTH PRIOR TO 1 _ .� x ^ c E ORDERING PARTS \ _ _ 11f''''�\, .T m - _- _ V - c c a �, r ' � o, PROPOSED SIN G c FAMILYRESIDENCE, \ rn w` a ~o (1,300 SF) CONTRACTOR TO INSTALL V/C/NITYMAP _$ 4�FOOTING DRAIN ONES SCALE: 1"=1000' '- v APPROX FFE-48. DEC 18 2023 <3 V APPROX.LOCATION � - ; OF PROPOSED SANITARY / , 615 W. Alder S tre SEWER LINE - .. PROPOSED CONCRETE ! $3 ga, \ (492S PROPOSED DECK / Y WAIrAj lb CLEARING AND GRADING LIMITS / W .. - PRE DEVELOPMENT DRAINAGE PATTERN(TYP.) Z TPN � PROPOSED ASPHALT DRIVEWAY r ' � SCALE: 1" = 10' VtD5300041 ` (649 SF) W lb 0 � / ! V WZ LEC�EAfD ;! CONTRACTOR TO INSTALL 6"STORM � , .....-..- � CULVERT ALONG FLOWLINE OF EXISTING f / DRAINAGE DITCH WITH 1'MIN.COVER �! ---- ROADWAY CENTERLINE m APPROX LOCATION OF �\ / PROPERTY/LOT LINE Z J W Z ...._ _.... - PROPOSED WATER UNE / ', W i /�O / j t PROPOSED BUILDING a // i ,..� �ry ` PROPOSED ASPHALT PAVEMENT W Q rn -- CONTRACTOR TO INSTALL CONSTRUCTION / L �J Z_ ENTRANCE PER DETAIL ON SHEET SD-02 EXISTING ASPHALT PAVEMENT r,r Q ................................................... ...... W Z E _ , DOMESTIC WATER METER / `�' PROPOSED CONCRETE z .._ , i PROPOSED DECK m '^ V/ CONSTRUCTION AREAS. '`_• _ - CONTRACTOR TO CONNECT DOMESTIC SERVICE - PRE DEVELOPMENT DRAINAGE PATTERN '- - -- LINE TO EXISTING WATER MAIN PER MASON -- POST DEVELOPMENT DRAINAGE PATTERN s IMPERVIOUS AREAS: __. =-_._ - '- " COUNTY STANDARDS.CONTRACTOR TO FIELD ,_-/ VERIFY EXISTING SIZE,LOCATION.AND DEPTH ----- l---- EXISTING HARD SURFACES D SF _---- _ - PRIOR TO ORDERING PARTS --__._-XX___..__... EXISTING CONTOURS PROPOSED NEW HARD SURFACES 2,441 SF -""_ 4 TOTAL Z441 SIF - j PROPOSED WATERLINEW HARD J __ .__._.... _. n _.. EXISTING WATERLINE MM W MPE MNCOVD2AGE ON--ACES ON-SITE 13,1978 SF / APPROX.LOCATION OF EXISTING / SITE INFORMATION: SEWER MAIN AND MANHOLE _ PROPOSED SANITARY SEWER LINE PERVIOUS AREAS: APPLICANT: BRYNN&STEPHEN BLACK K, 5134 SW DOWNS VIEW CT __, EXISTING SEWER LINE �Q�PaP Nwsy �� € PROPOSED LAWN/LANDSCAPING 1,663 SF PORTLAND,ORD 97221 �- UNOISNRBED 3.534 SF qC CLEARINGCLEARINGG AND GRADING LIMITSPERVIOUS �, r TOTAL 5,217 SF SITE ADDRESS: 453 E CHESAPEAKE DR SILT FENCE PER DETAIL ON SHEEP SD-02 TOTAL ENGINEER: LDC,INC. 321 CLEVELAND AVE SE,SUITE 209 ...._ _. `�TONAL B�G`•y ^ TUAWATER,WA 98501 TOTAL STE AREA 6,534 SF(0.15 AC) PH:425.806.1869 GENERAL NOTE EROSION CONTROL NOTES: MDOBBSOLDCCORP.CDM JOB NUMBER: C23-214 NEW IMPERWWS 2.441 SF ATTN: MALLORY DOBBS,P.E. 1. CONTRACTOR SHALL MAINTAIN A POSITIVE SLOPE AWAY FROM 1. IF SEDIMENT IS TRACKED OFFSITE.PUBLIC ROADS SHALL BE DRAWING NAVE C23-214 SD-01 BUILDING CLEANED THOROUGHLY AT THE END OF EACH DAY,OR MORE NEW PERWOUS 1683 SF LEGAL DESCRIPTION: HARTSTENE POINTE E4 LOT: 42 S 29/220,S 51/179 2. THIS IS NOT A SURVEY.TOPOGRAPHIC INFORMATION IS FROM FREQUENTLY DURING'NET'WEATHER,IF NECESSARY TO DESIGNER: MKD TOTAL DISTURBED AREA 4,124 SF(0.09 AC) MASON COUNTY GIS PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE DRAFTING BY: EMS TOTAL SITE AREA 0.15 ACRES 3. CONTRACTOR TO COORDINATE WATER AND SEWER CONNECTIONS SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVEUNG DATE: NOVEMBER 2023 CLEARING AND GRADING LIMIT 4,124 SF WITH BUILDING PLANSOR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A SCALE: AS NOTED CONTROLLED SEDIMENT DISPOSAL AREA STREET WASHING PARCEL NO.: 121195300042 4. THE PARCEL CONTAINS NO EXISTING TREES WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN JURISDICTION:MASON COUNTY THIS MANNER.STREET WASH WASTEWATER SHALL BE UANTITIES l/17L/TYNOTE ZONING. RR5-RURAL RESIDENTIAL 5 ACRES CONTROLLED BY PUMPING BACK ONSITE,OR OTHERWISE BE THE CONTRACTOR SHALL VERIFY THE A D_O PREVENTED FROM DISCHARGING INTO DRAINAGE SYSTEMS LOCATION OF ALL EXISTING UTILITIES ``J CUT FILL •100 CY SLOPES: KITSAP SILTY CLAY LOAM,OR-5%SLOPES TRIBUTARY TO SURFACE WATERS. PRIOR TO ANY CONSTRUCTION. Cal 2 Business Days Before You N 'QUANTITIES CALCULATED TO 5 FEET OUTSIDE THE FOOTPRINTOF THE STRUCTURE.CY SINCWR SNOTTY LOAM,57L-157L SLOPES AGENCIES INVOLVED SHALL BE INOTIFIEDTOgn or 1-WO-424-5555 CONTRACTOR SHALL VERIFY QUANTITIES WffHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTK)N. UtiBes lhldergound Locafbn Center SHEET OF 2