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Home My WebLink AboutBLD2024-00357 SFR - BLD Application - 3/15/2024 Permit No:''No:'b f 6 "A Y t�r- MASON COUNTY KEU- 1vi4ff COMMUNITY DEVELOPMENT Permit Assistance Center,Building,Planning MAR 15 2024 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Janice Saeger NAME:Doyle Donsbuctim MAILING ADDRESS:1346 SE Arcadia RD MAILING ADDRESS:310 Deschutes way SW sme 215 CITY:sheftm STATE:wA ZIP:9e584 CITY:Tan'"'e1ef STATE:wA 93501 ZIP: PHONE#1:3611-790-2e41 PHONE:360-915e156 CELL: 3wm-3611 PHONE#2: EMAIL:doygmag.can EMAIL: L&I REG#DDnEcu1117 EXP. 071A 3/25 IYM♦«0.M PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ NAME o D Y', EMAIL doyieW)ft360@gmar.00m �? MAILINGADDRESS 300DesWnA@sWaySESuke2/5 CITY T-1- STATE wA ZIP98501 PHONE 360.815-0156 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) szozez4o 0 ZONING R'10 LEGAL DESCRIPTION(Abbreviated) 1662]IPaOFWaSECIXNWSVIX{WnHEaOFGp D]WOFweeg 10Feunxaa FIREDISTRICT SITE ADDRESS 1346 SE Artadia Rd CITY Shelton DIRECTIONS TO SITE ADDRESS East on A cedie Rd•run,"gN to property IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO[] SNOW LOAD:' psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that applv): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW 0 ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc)Re51d— IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS 2 NUMBER OF BATHROOMS 2 HEATED STRUCTURE? YES(FholeBldg)❑ YES(Part(sl of Bldg)❑ NO❑ DESCRIBE WORK N—SFR SOUARE FOOTAGE:(proposed) I O 1 ST FLOOR) —I� 'q.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK 383 sq.ft. COVERED DECKS 2 LZi sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.R Attached❑ Detached❑ CARPORT 384 sq.ft. Attached 0 Detached❑ MANUF D HOME INFO RMA *4 COPIES OF THE FLOOR PLAN REQUIRED* MODEL LENGTH TH BEDROOMS BATHS SERIAL NUMBER ENVII20NMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW Ej EXISTING❑ PLUMBING IN STRUCTURE? YES E] NO❑ If yes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES NO[] EXISTING SQ.FT. EXISTING BEDROOMS� PROPOSED BEDROOMS_ TOTAL BEDROOMS_ 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'rf construction work is suspended for a period of 180 days. I PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION F 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) Signature of OWNER Must bb'sr ned b 'th OWNER ate DE ARTMENTAL REVIEW APPRO_ _ DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT - 3� PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH (�' r+ :-� - �1C% 1l ' �v bu L Permit No-beJ;�v24-yo MASON COUNTY COMMUNITY DEVELOPMM�tTIVED PermitAssistance Center, Building,Planning LIAR 15 2024 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Janice Saeger NAME:Doyle Construction MAILING ADDRESS:1346 SE Arcadia RD MAILING ADDRESS:300 Deschutes Way SW Suite 215 CITY:Shelton STATE:WA ZIP:965a4 CITY:Turn ater STATE:WA ZIP:96501 13t PHONE:360-790.-41 PHONE:360-915-3156 CELL: 360-791-3600 2nd PHONE: EMAIL :doylebuilds360@gmail.com EMAIL: L&I REG#DOYLECL615L7 EXP. 07113/J025 PARCEL INFORMATION: PARCEL NUMBER(172�7Digit Number):320282400020 Zoning:R-10 LEGAL DESCRIPTION(Abbreviated):TRS 2,3&PTN OF W72 SEC EX NW SW FCC&W12 NE S OF CO RD&W OF R/R PCL 1 OF BLA#02-54 SITE ADDRESS:1-6 A—.Rd CITY:Shelton DIRECTIONS TO SITE ADDRESS: East on Arcadia Rd, turn right to property just after the intersection of Arcadia and Alder Rd TYPE OF JOB: NEW=ADD=ALI=REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2ND FLOOR=BASEMENT=GARAGE=OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric=LPGONatural GasODuctless[ ] Toilets •/ LMe of Unit No.of Units Fees Bathroom Sink __� Furnace Bath Tubs Heat Pump 11 Showers Spot Vent Fan Water Heater 1 Propane Tank Clothes Washer Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher I�r Kitchen Exhaust Hood 1 Hose bibs Dryer Vent 1 Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL 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. X Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN 4wmr Genie McFarland From: Genie McFarland Sent: To: 'doylebuilds360@gmail.com' Subject: Janice Saeger - New Construction SFR - BLD2024-00357 Attachments: 20240514133428760.pdf Hi,just checking in, still waiting on the following items/questions. 1. The septic design (SWG2024-00120)has been approved, but s ' only for 3 bedroom, plans show 4 bedroom. Are we changing a bedroom on the plans to a dif rent use or is the septic being upgraded to 4 bedroom? �1-�, 2. How is the Welt process going?Are we still drilling p--6ew Well? I did not see any case submitted for new Welt construction. '` 3. 1 have attached the site plan from the approved Septic Design,we can use this for the site plan, but you will need to draw the new SFR(42 x 42)to scale(1" =40')on the site plan. The proposed house scale is too small(20 x 20). Just a heads up,we excepted these pJahs under the 2018 code knowing that we were missing items that we require be submitted to start the permit review process,to keep this permit active (not cancelled)we need some kind of forward progress, if we ow no activity for a 180 days the permit will be cancelled and will need to be 'resubmitted under the new 21 Code. Genic McFarlandz Pcrnnit Speerst 1.360.427.9670 cxt. 281 giiiii1@Il1asoiicoUIltywa.�),ov 1 ��_oo � PORTION OF NW 1/4 SECTION 28,TOWNSHIP 20 N,RANGE 03 W,WM �o5no,n H� � � � m MASON 00IIN7Y,WASHINGTON f Z m Z v v c o. = m n 3 m EH APPROVED " a. ? m m PROPERTY DATA CONTRACTOR/APPLICANT ENGINEER d a y w o o o r D.Anderson 09/09/2024 A=� d O O O - .. o 0 TAX PARCEL : 320282400020 DOYLE CONSTRUCTION MG CNIL ENGINEERING o o m ° m '-, v > ; o Z SITE ADDRESS: 1346 SE ARCADIA RD 300 DESCHUTES WAY SW STE 215 300 DESCHUTES WAY SW STE. 215 -m = 5 3 r m Gq Q D GROSS SITE AREA: 509,927 SF (11.59 AC.) TUMWATER, WA 98501 TUMWATER, WA 98501 a B m 0 (DoDi Z u1:.o c) < 4 EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL CONTACT: DANIEL DOYLE CONTACT: CORY ROBINSON P.E. ? 3 $ y G. c y c rn 3 N J D1 PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL PHONE: (253) 915-8156 PHONE: (360) 918-3970 "A 7"0 m 0 a m m 8 3 a C EMAIL: DOYLEBUILDS®GMAIL.COM EMAIL: CROBINSONOMGCIVILENGINEERING.COM z a Q _ 3 w s '�p G F OWNER SEPTIC DESIGNER SETBACKS a^ m 3 n ( 0 f." q " Q. JANICE SAEGER ARROW SEPTIC DESIGNS REQUIRED 3 o 3 07 m y 3 00 1346 SE ARCADIA RD _D 171 E. VUECREST DR MIN. FRONT SETBACK 25 FEET '° a SHELTON WA 98584 UNION, WA 98592 MIN. SIDE SETBACK 20 FEET $8 3 (D a PHONE: (360) 790-2B41 PHONE: (360) 898-225 MIN. REAR YARD SETBACK 20 FEET >>8 V) 0G ADJ LOT LINE MAX. BUILDING HEIGHT 35 FEET _. p (TYP) �0 0„ fl�=`O TO ARCADIAj PROPER UNDARY (900f I I�J113, 18' 24' N8T59'49'W 2949.30' II/ — �� z — --- O UPRIMARY ACCESS _ BUILDIN I Q N TO ARCADIA RD o o � 0 // �� ^ EX BUILDING yI�� I ' (900t Fr) f5ff LLJ 114' j - I LEX BUILDING o� ��\ % EX GIS CONTOURS >- p co o / 0 25' 50' 100' o a4+ - I I ` �f PROPOSED ��-�� \`\ / 0 // /� .0 I ---_ WELL fni I \ \ ��v /_SEX GRAVEL DRIVE Y'T SCALE: 'I"=50' BMP T5.10: DOWNSPOUT � I - / ''� DISPERSION SPLASH BLOCK V) �.Y2" I �•W/50FT VEGETATED FLOW . /� BMP NOTE Q f e I ! PATH (TYP) � -- `��\ %� / / / APPLY BMP T5.13: POST CONSTRUCTION SOIL a QUALITY AND DEPTH TO THE DISTURBED AND J PROPOSED RESIDENCE I 1� PROPOSED SEPTIC TANK AND \ FFE=153.Of ��APPROXIMATE LOCATION OF EX :✓ / �j CLEARED AREA. CONTRACTOR TO STOCKPILE F If DRAINFIELD. REFER TO SEPTIC_ SEPTIC DRAINFIELD. CONTRACTOR �N� TOPSOIL AND PRESERVE EXISTING TOPSOIL } 4 -1' -- DESIGN PREPARED BY ARROW 4 TO LOCATE AND ENSURE TO TO THE MAXIMUM EXTENT POSSIBLE FOR —SEPTIC DESIGN FOR MORE \__ PROPOSED WELL IS 10OFT MIN THE APPLICATION OF THIS BMP. O INFORMATION. \ FROM EX AND PROPOSED RADUSWELL __ DRAINFIELD'S CALL 1-800-424-5555 3 SEX GRAVEL DRIVE BEFORE YOU DIG ;o 4r �� 'NOT AN APPROVED SEPTIC DESIGN* Use approved septic decicn for septic svaiem inslaOatiDn UTILITY/SURVEY NOTE SOILS NOTE: R NEW IMPERVIOUS AREA BREAKDOWN PROPERTY, RIGHT-OF-WAY LINES UTILITIES AND ELEVATIONS HAVE DECK AND PATIO (UNCOVERED) 253 (NPGIS) SF BEEN OBTAINED FROM THURSTON COUNTY GIS, INFORMATION AND FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL $ ROOF AREA (DECK INCLUDED): 2,120 (NPGIS) SF RECORD DRAWINGS AND HAS NOT BEEN VERIFIED BY A LICENSED REMAIN EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS. ABBR.LEGAL SURVEYOR OR WARRANTED BY MG CIVIL ENGINEERING LLC. THE FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN TOTAL: 2,375 SF TRS 2.3&PTN OF W1/2 OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. THIS .e SEC EX NW SW EX&W1/2 THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES NE S OF CO RD&W OF CONDITION APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL R/R PCL 1 of Bu/02-54 WHETHER SHOWN ON THESE PLANS OR NOT AND NOTIFY GRADE OR NOT. 0 ENGINEER IF CONFLICTS EXIST N ._ Name Janice Saeger Parcel# 320282400020 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 surface'. '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. 'Common 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 = 42 X 42 = 1412 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 _ development is greater than 2000 square feet a V X Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 1412 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:3-15-24 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 1 of 2 f Nan,,Janice Saeger Parcel# 320282400020 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: httn//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 INITUL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) )� 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 -47 Physical:415 N 6th St, Shelton WA 98584 114 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/Agent/Contractor(circle one)Date:3-14-24 Page 2 of 2 PORTION OF NW 1/4 SECTION 28,TOWNSW 20 N, RANGE 03 W,W.M. - 21-1 -Ob�� MASON COUNTY,WASHVGTON �II�i2o '� PROPERTY DATA CONTRACTOR/APPLICANT ENGINEER ABBR. LEGAL N TAX PARCEL #: 320282400020 DOYLE CONSTRUCTION MG CIVIL ENGINEERING TRS 2, 3 & PTN OF W1/2 SITE ADDRESS: 1346 SE ARCADIA RD 300 DESCHUTES WAY SW STE 215 300 DESCHUTES WAY SW STE. 215 SEC EX NW SW EX &W1/2 a GROSS SITE AREA: 509,927 SF (11.59 AC.) TUMWATER, WA 98501 TUMWATER, WA 98501 NE S OF CO RD & W OF < w EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL CONTACT: DANIEL DOYLE CONTACT: CORY ROBINSON P.E. R/R PCL 1 OF BLA #02-54 a W PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL PHONE: (253) 915-8156 PHONE: (360) 918-3970 EMAIL: DOYLEBUILDSOGMAIL.COM EMAIL: CROBINSONOMGCIVILENGINEERING.COM Lu v OWNER SEPTIC DESIGNER SETBACKS N JANICE SAEGER ARROW SEPTIC DESIGNS REQUIRED 1346 SE ARCADIA RD 171 E. VUECREST DR MIN. FRONT SETBACK 25 FEET " SHELTON WA 98584 UNION, WA 98592 MIN. SIDE SETBACK 20 FEET PHONE: (360) 790-2841 PHONE: (360) 898-225 MIN. REAR YARD SETBACK 20 FEET ADJ LOT LINE MAX. BUILDING HEIGHT 35 FEET a, (TYP) n:00 SECONDARY ACCESS "='"-=`� `w`'J�' F- ^'s `` TO ARCADIA RD . / 1 ' Ll PROPER UNDARY 13 18 N8T49W 2949.30 0 25 50 100 59' " � (900t FT) ,y .- 24 \ SCALE: 1"=50' V a rn cfl .. BUILDING -F� ---- PRIMARY ACCESS --- ��, -- -- —� � u QLo / C,- `7 - /. � EX BUILDING -.�v� .._..? --�- w U) ao:,.��. .TO ARCADIA RD b �' � �;� ., ter��Ia- Fes- J•�`:,� t i=l .`. r - :.-'r.`n� 5�::;i✓i•':a1:_x_a_i%rtiF -._.,,�a<7!- � _ _ - �-rY;Y%�.`j s�� `_t_. �jr�._Y'i.'� z_yi- � W V CD J i vfr = `:�-vim..: T>'�`'-'=: �" "�.. _:-r� J _ _. .. i_'•-r:�v_- U U �'F�. �� :-.- ��—Y.�3• 41. _ -mµ :1>:..+ifs-n.-�S�i.iri-•�'-.v-iea—'r- �.i'_•. <'�•.'`'� sR-•.+-4'>•.,."�'Y't.'1 \/ , _.t_• � ;?s•'C.s•� •'1-:: +s r.�:r 4�- :..sue.-.3r �.`^, S LU 114 - ��-�=-��:�~'��:�.� - =�.-��a�:n-�=- -_-� .�==,;-r,...-��>��= � - EX BUILDING F, -S=�F�a1;-� EX GIS CONTOURS } /y Vl _y,'J.^'.1"�Y �l��yf w-t•a.�-a`. .�t�w��r.:i . �CRiv�b�•-v c"•' •1 \G -r..<.R O 0 7 co ,�7� yam.=,: J. .�� Y :-.. �3 Q Z `tip �' -."!<- 4'' �E'�.:i .s`:�._ 1...-�.._ 7 .. 00 PROPOSED —� — `R° '_ Y' � qT]/ uo WELL \cr=. y`~ y EX GRAVEL DRIVE 1�1&,tl RJR - `-.. /` .SaE,sTF °V-� E - '•r.; \mil".'.. � ._� Zhv -� BMP T5.10: DOWNSPOUT ��- -__ � E� •.s cn DISPERSION SPLASH BLOCK �- N / s — 3 14 24 W/50FT VEGETATED FLOW � �.,�,t �_ ,��='� BMP NOTE p? ti� PATH (TYP) 11 x v APPLY BMP T5.13: POST CONSTRUCTION SOIL -�` QUALITY AND DEPTH TO THE DISTURBED AND a s_ ' �' PROPOSED RESIDENCE �- • ��.r--. � rJ � PROPOSED SEPTIC TANK AND \ '� APPROXIMATE LOCATION OF EX _=- CLEARED AREA. CONTRACTOR TO STOCKPILE • �------ FFE=153.0t � �. T DRAINFIELD. REFER TO SEPTIC _ SEPTIC DRAINFIELD. CONTRACTOR `;; 1 TOPSOIL AND PRESERVE EXISTING TOPSOIL W ' r -- DESIGN PREPARED BY ARROW TO LOCATE AND ENSURE ' j TO TO THE MAXIMUM EXTENT POSSIBLE FOR > SEPTIC DESIGN FOR MORE \ \ PROPOSED WELL IS 100FT MIN Fs j THE APPLICATION OF THIS BMP. V j INFORMATION. 100FT WELL FROM EX AND PROPOSED ="t,�. Q \ \ DRAINFIELD'S Ins _ _`� CALL 1-800-424-5555 / �,- U \ EX GRAVEL DRIVE \ \\ \ BEFORE YOU DIG a o NEW IMPERVIOUS AREA BREAKDOWNLZ UTILITY/SURVEY NOTE SOILS NOTE: a Z PROPERTY, RIGHT-OF-WAY LINES UTILITIES AND ELEVATIONS HAVE DECK AND PATIO (UNCOVERED) 253 (NPGIS) SF BEEN OBTAINED FROM THURSTON COUNTY GIS, INFORMATION AND FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL ROOF AREA (DECK INCLUDED): 2,120 (NPGIS) SF RECORD DRAWINGS AND HAS NOT BEEN VERIFIED BY A LICENSED REMAIN EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS. SURVEYOR OR WARRANTED BY MG CIVIL ENGINEERING LLC. THE FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN TOTAL: 2,375 SF OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. THIS o THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES CONDITION APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL WHETHER SHOWN ON THESE PLANS OR NOT AND NOTIFY o s ENGINEER IF CONFLICTS EXIST GRADE OR NOT. N r LZ