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HomeMy WebLinkAboutBLD2025-00224 WRIA14 MFG Home - BLD Application - 2/25/2025 MASON COUNTY Permit No: pL,R '0Q�� COMMUNITY DEVELOPMENT RECEIVED Permit Assistance Center,Building,Planning FEB 2 5 2025 BUILDING PERMIT APPLICATION 615 W. Alder gkvm PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: An14(.t,./ WRik NAME:J? �1 t1'ycL It MAILING ADDRESS: YIUM _ MAILING ADDRESS: l f _ CITY: _STATE:WA ZIP: �'�LJ CITY: STATE:�AZIP: PHONE#I: t j 1-3.�`�- S 1 Q PHONE:Y 6 '- ,CELL: PHONE#2: EMAIL. 1 e.-r EMAIL:AWA1.Ntjt,SSM L&I REG# tr c .Lo jIl Q PRIMARY CONTACT: OWNER% CONTRACTOR❑ OTHER❑ NAME Ancjr wwLzr-% EMAIL J MAILING ADDRESS CITY STATE ZIP PHONE CELL PARCEL INFORMATION: �M PARCEL NUMBER(12 Digit Number) a,10 ;:] 0 1 L ZONING W LEGAL DESCRIPTION(Abbreviated)TE N OF'.f I1,Q ya i Z.Ob FIRE DISTRICT . STTEADDRESS I'll r— CITY She DIRECTIONS TO SITE AD RESS W t ` s r IS THE PROJECT WITHIN 300 FT OF SLOPES)GREATER THAN 14%: YES[] NO J` SNOW LOAD: 2lisf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check atl dwt app4q: SALTWATER❑ LAKE❑ RIVERiCREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW g( ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE Otealde"mGarage.Comroercn(Btdg.DO Q!yjfwec IS USE: PRIMARY'® SEASONAL❑ NUMBER OF BEDROOMS__ NUMBER OF BATHROOMS Ii HEATED STRUCTURE? YES(R'hokoldsi g YES(Panjsjo/B(dg)❑ NO❑ DESCRIBE WORK ILL'v f✓z,ecG— t SQUARE FOOTAGE:(proposed) IST FLOOR r C sq.ft 2ND FLOOR— _K.ft. 3RD FLOOR sq.ft. BASEMENT sq.R DECK sq.ft. COVERED DECK " sq.tt. STORAGE N _sq.(L OTHER \ sq.ft. GARAGE N Sq.ft. Attached❑ Detached❑ CARPORT 't sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: •4 COPIES OF THE FLOOR PLAN REQUIRED' MAKE f„: �u{ MC MODEL Jitt r(—G!j YEAR b�' LENGTH WIDTH I _ BEDROOMS 1 BATHS 1 SERIAL NUMBER �6 ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC SEWER❑ 1 NEW EXISTING❑ PLUMBING IN STRUCTURE? YES 9I NO❑ 1j),es,attach completed Water Adequacy Form PERIMETERIFOUNDATION DRAINS PROPOSED? YES❑ NOE 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.A.duxwAodpameM of such is by signature below.I declare that I am the owner and I ft~declare that I am entitled to receive title permit and to do the work as proposed.I have obtained permission from all the necessary partes. any easement holder or parties M interest regarding this project. The owner or legal representative.represents that the infomatim provided is aoaxate and grants employees of Mason County access to the abow described property and structure(s)for review and inspection,This permi7s"cation beeornes mutt it,void If work or sudiortred construction is not commenced w**i 180 days or i eonsbuction work is suspended kr 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 14.08.12) 41 Signature of OWNER(Must be stated by the OWNER) Date DEPARTMENTAL REVIEW APPROVED =DATE DENIED DATE :TAGS/NOTESICONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Z PUBLIC HEALTH •e e.: NOTE: PRESCmPf1VEPLOWC0—OLMEASURE1 SOLLOG7F1: ARE TO BE DESIGNED BY LICENSED INDIVIDUALSc-�wi Psw Au°o"w; a mnsa wpoe IAW WITH APPLICABLE STATE AND COUNTY CODES. a.9aw�. eM a.Y w SOL TYPE:4 e eSlM.d.rnapon.leap of lh. 0'-2f.LIGHT BROWN ENE SAND Wit SOME GRAVELS 24'-W-:REDDISH BROWN MEDIUM SAND `PROPOSED 1-BR HOUSE WITH A 3-BR OSS SOLLOG": -.------ SOLTYPE:1 -' I- 209'-_- P-24..LIGHT BROWN FINE SAND Ve SOME GRAVELS p 24'-eO'4:REDDISH BROWN MEDIUM SAND O N I V-2ir.LIGHT - P-N`.Lldir BROWN RNEBAND W/SOME GRAVELS 5'min to tank W-6T✓.REDDISH BROWN MEDIUM SAND '" � � I L}r A j N a D x� 0 41 o ,A ;. . ®a r m N �4S�Scot, OvfB�1 f4hRo 4 p�q 4kFNT j �S841A t9c EH APPROVED EH Setbacks Rhonda Thompson 03/21/2025 Alrain+eld/Resewe requires 10'setback from fooling foundations .� ,rt6 _t dye B.)Septic tank(s)requires 5'setback from all footing/foundations C.)No to undatloniPenmeter Drains within 30I1,dow igradent of DfainfiefWReseme area EXPIRES 121151�1i 'D.)No Cut Bank(s)(greater than SA and over/5 tlegreecJ within _ SOIL down gradient of DrainHelNReserve area 7-ALL PROPERTY L/NES/BOUNOAR/ES HAVE ..�¢ BEEN o N3TF2ATE0 Y THE OWNERS)AND/OR THE/R AOENT(S). - os+o ae m Te 10o RR5 STANDARD SETBACKS' PLN Approved ` r - 03/20/2025 Front:25' ..1„-1eB LEGEND ACME DESIGN Mason County Community Development Sides:20' e" -BOIL goo -NO EuLn_ZONE Gavin Scouten Rear: 20' —� _ '"�g""'�s DATE- 6 NOVEMBER 2024 p.o.BOX 2954 All Changes Subject to Approval C 'unless otherwise stated on the site plan 'rREes"'"�'^ NAME- WALNUM SILVERDALE,WA. Mason County does not require surveys for +O =CLEAN OUT TAX I D- 22025-76-00140 Disclaimer `all setbacks measured from the farthest eR�. 98383 '"T To e�R ^�_ building.As a result,site plans may not reflect projection of the building Qa -1250-GAL SEPTIC TANK STREET- 141 E JARED RD TEL. 360-698-8488 accurate data.It is the applicant's responsibility =D-sox INFO ACMESEPTIC.COM to comply with setback requirements. subject to EH Setbacks a� SCALE:1"=50'. SITE PLAN Mason County Building Division MANUFACTURED HOME PLAN REVIEW/ �SPECIFICATIONS UNIT INFORMATION: *****Snow Load Make I ,4v,7 i4l Model( i kr CQrg,1 G?f" Year _�7 Square feet o Width \/ Length Ingle/Double/triple-wide(indicate) WEW or 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: 9 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 7 Concrete (pre-cast) ABS Pads(Poly) provide manufactures specification with capacities. 7 Continuous concrete footing (runners) 7 Slab ANCHORING: 71 Ground 7 Magnum 7 Concrete-2500 PSI f y(rev -OR 7 1-bolt A-7er 7 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. X '`' Applicant/Dealer/Installer(indicate) Date Name.Ande,y VLJnurn Parcel# �,lC3!.5-7 60oiLi© BLD#_aOaS OD� 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 Ca►culate impervious Surfaces Please Complete This Tables . 5; Surface Type Length X Width = Area *All dimensions in feet Buildings " X I LI _ (�(��I X = Measurements for buildings are taken at the perimeter of the farthest projections(example: X — eaves/gutters) X = Driveways X I X = Length of drive begins at the right of way X = Parking Areas a� X �,O = 00 X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition X _ above table 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) D 7 La 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 Namef Jre-�,/ \Weonyn Parcel# _Xap'J\ fj`l 10001110 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: 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) ,Z 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 Ili W wne Agent/Contractor(circle one)Date: �L- �k`I - S Page 2 of 2 2222018 MASON CO WA 02/25/2025 10 38IAM NOTCE I IIIIIII�I�II�III IIII IiIIIII III�I�IIII IIII IIIII IIIII IIIIIII III IIIII IIII Ill�Pages 2 Return To Av1dr2W W6,\InVM 14 1 G She,t -V cm WA 4(y, ��sL-1 Grantor(s): (1) An arGt.,/ Wo�'�ni/r� , (2) Grantee(s): (1) PUBLIC Legal Description (1) T? Ll Qf S V? VF_y 1 (Abbreviated form:i.e.lot block,plat or section, township, range) Assessor's Tax Parcel: (1) a. O - b - O O Ll S aS , T ao , R�. TITLE NOTIFICATION OF WATER RESOURCE INVENTORY AREA(WRIA) I (We), the undersigned grantor(s), hereby place this notice on record that the described real estate situated in Mason County, State of Washington is subject to water use restrictions and conditions set by Washington State Senate Bill 6091 and Mason County Code 6.68. These restrictions and conditions are based on location of property and/or Water Resource Inventory Area or WRIA. WRIA: 14 Maximum Annual Average Gallons Per Day: 6O gallons Dated on this )�,S_day of F 2h 2025-. Signature of Grantor(s): I (1) a �✓nk—1 , (2) State of Washington ) County of Mason ) Page 1 of 2 I,the undersigned, a Notary Public in and for the above named County and State, do hereby certify that on this day of A,idrf w WaIvi s Yr per o� nally appeared before me,who is known to be signer of the above instrument, and acknowledged that he(she) (they) signed it. GIVEN under my hand and official seal the day a bove itten. is a of Washington, �STA1VU,l//,// ,, residing at 4e7-s w t�Irk �,.� �S►E. -(-�h Wa 4�Ss�/ ���•`�QG�0 2� 0kAO,y�,��i My commission expires: `r, —��'"2027 0 4z� ?� sue•: .G ARY aoT N: _ D PUB►-% o:2 OF'WASN����� Page 2 of 2 WATER WELL REPORT ._. DEPARTMENT OF Notice of Intent No. WE58159 E CO LO GY Unique Ecology Well ID Tag No. BNM823 Type of Work: state of Washington O Construction Site Well Name(if more than one well): ❑ Decommission b Original installation NOI No. Water Right Permit/Certificate No. Proposed Use: 0 Domestic ❑Industrial ❑Municipal Property Owner Name ANDREW WALNUM ❑Dewatering ❑Irrigation ❑Test Well ❑Other Well Street Address 141 E JARED RD Construction Type: Method: 0 New well ❑Alteration ❑Driven ❑Jetted ❑Cable Tool City SHELTON County MASON ❑Deepening ❑Other ❑Dug 00 Air- ❑Mud-Rotary Tax Parcel No. 220257600140 Dimensions: Diameter of boring 6 in.,to 260 ft. Was a variance approved for this well? ❑Yes HI No Depth of completed well 260 ft. Construction Details: Wall If yes,what was the variance for? Casing Liner Diameter From To Thickness Steel PVC Welded Thread ❑p I ❑ 6 in. +1 250 250 in. 0 I ❑ IC I ❑ Location(see instructions on page 2): N WWM or❑EWM ❑ I ❑ in. in. ❑ i ❑ ❑ I ❑ NE y.-''/4ofthe NE %.;Section 25 Township 20N Range 2 ❑ I ❑ in. in. ❑ I ❑ ❑ I ❑ ❑ I ❑ in. in. ❑ I ❑ ❑ I ❑ Latitude(Example:47.12345) 47.196561 Longitude(Example:-120.12345) -122.868317 Perforations: ❑Yes ©No Type of perforator used No,ofperforations Size ofperforations in.by in. Driller's Log/Construction or Decommission Procedure Perforated from ft.to ft.below ground surface Formation:Describe by color,character,size of material and structure,and the kind and name of the material in each layer penetrated,with at least one entry for each change of Screens: 0 Yes ❑No IN K-Packer b Depth fL information. Use additional sheets if necessary. Manufacturer's Name Type STANLESS Model No. Material From To Diameter 6 in. Slot size 6 in.from 250 ft.to 260 ft. CLAY&GRAVEL BROWN 0 110 Diameter— in. Slot size in.from_ft.to_ft. CLAY&SAND BROWN 110 225 Sand/Ffiter pack:❑Yes K No Size ofpack material_in. PEAT BROWN 225 230SAND H2O BROWN 230 260 Materials placed from ft.to_ft. Surface Seal: IM Yes ❑No To what depth? 20 ft. CLAY&GRAVEL BROWN 260 Material used in seal BENTONITE Did any strata contain unusable water? ❑Yes 0 No Type of water? Depth of strata Method of sealing strata off Pump: Manufacturer's Name GOULDS Type: SUB H.P. 1 1f Pump intake depth:240 ft. Designed flow rate: 10 gpm Water Levels: Land-surface elevation above mean sea level ft Stick-up of top of well casing 1 ft.above ground surface Static water level 203 ft.below top of well casing Date 1-22-25 Artesian pressure lbs.per square inch Date Artesian water is controlled by (cap,valve,etc.) Well Tests: Was a pumping test performed? ❑No 0 Yes b by whom? Yield 16 gpm with 6 ft.drawdown after 4 hrs. Yield gpm with_ft.drawdown after hrs. Yield gpm with_ft.drawdown after_hrs. Recovery data(time=zero when pump is turned off—water level measured from well top to water level) Time Water Level Time Water Level Time Water level 5 203 Date of pumping test Bailer test_gpm with_ft.drawdown after_hrs. Air test gpm with stem set at ft.for_hrs. Date Artesian flow gpm Temperature of water "F Was a chemical analysis made? ❑Yes A No Start Date 1-2-25 Completed Date 1-16-25 WELL CONSTRUCTION CERTIFICATION: I constructed and/or accept responsibility for construction of this well,and its compliance with all Washington well construction star Materials used and the information reported above are true to my best knowledge and belief. O Driller❑T PE—Print Name CLAYTON PITTS Drilling Company COOLWATER DRILLING,INC. SignabAddress 10921 NW HOLLY RD License 16 City,State,zip BREMERTON WA 98312 IF TRAINEE:Sponsor's License No. Contractor's censor's Signature Registration No.COOLWD1941QM Date 2-4-25 ECY 050-1-20(Rev 11/18) If you need this document in an alternate format,please call the Water Resources Program at 360-407-6872. Persons with hearing lass can call 711 for Washington Relay Service. Persons with a speech disability can call 877-833-6341. NOTE: t PRESCRIPTIVE FLOW CONTROL MEASURES SOIL LOG#1: ` ARE TO BE DESIGNED BY LICENSED INDIVIDUALS PROPERTY OWNER NOTE: IAW WITH APPLICABLE STATE AND COUNTY CODES. design. review ALL aspects of this septic this design afters submission o the County Heals incurred due to thges Department SOIL TYPE:4 are the sole responsibility of the property owner. 0"-24":LIGHT BROWN FINE SAND W1 SOME GRAVELS 24"-60"+:REDDISH BROWN MEDIUM SAND *PROPOSED 1-BR HOUSE WITH A 3-BR OSS SOIL LOG#2: I SOIL TYPE:4 'q ' 208 0"-24":LIGHT BROWN FINE SAND W/SOME GRAVELS 'Z 27' 24"-60"+:REDDISH BROWN MEDIUM SAND p -------------------- -------------------------------------------------------------------------------------------------------------------------- -----------------W ---------------------------------- --------� IC SOIL LOG#3: { ,r SOIL TYPE:4 N 0"-24":LIGHT BROWN FINE SAND W1 SOME GRAVELS ;m ,Z�j o r 24%53"+:REDDISH BROWN MEDIUM SAND D m 00 m 0 D 2� <' C7x O m I M M. _ I z p. . G) -- - -- - - m C�7 ' j• , ; a '14S 4O , 402' nS n QNC r rn m �� QUNryFy 8 2d2y o IN) I O ,) ZI GI m; O; �I ~ $ m >-A_Slope m Pnrnw �'� EAdd"rtlollalCir�erfTequlrgd-- wKhes 1 2 R W LICENSE DES13NER (T - iTrFs�_rcfe-iRridtft' EXPIRES 12115JZt � .. :&:IlNaximtim; I7 deptfl F I ----- ----------------- ---------------- ------------------ ------------ ------- --------- -------------------- -------------- ------------ --------- --------- ----- -- ------------- - -- -------- --------- ------------- ---- 'Gsinpoleot .' lrlriFd-auve i::► > r:>•► r s r Native s�aKatrfarata�ata CYer17o1 S•O� �'. `La K} S{.t:(}ikia r]Lroil TH/S /S /V0T.4 RVEY ALL PROPERTY L/NES/BO(JN0.4R/ES HAVE a;ttri;��,:�►{"r4 riles' BEEN OEMONSTR,4TEB BY THE OWNER(SJ .4N0/OR THEIR AGENT(SJ_ 0,511a 30' 50, 75' 100 f Y �K=, cr .tK,X� K.y : K •1: "' INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBACKS _ �� - Iastrrcu�e,larvOlF Fli6Le25easor�t�Y>,terT btc ^IT IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVIDE TO ACME IN WRITING SCALE FEE ANY AND ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILITY AND/OR U IMFENSIONSUEASEMENTS BU/F ERS ANO SETBACKS REQU REE:) BY GOVERNING OR REGULAT NG ENTITIES LEGEND ^ DRY WEATHER INSTALLATION AND SITE PREP REQUIRED. ACME DESIGN PROTECTDRAINFIELD SOIL LOG AREAS FROM ANY VEHICLE TRAFFIC = NO FOUNDATION SPOILS OR BURNING ON C:)F;ZAsr1JF=IF=I_CD,A - ---- =NO BUILD ZONE DUE TO UNFORESEEN WATER TABLES, A CURTAIN DRAIN MAY BE REQUIRED. - =CLEARING LIMITS DATE- 6 NOVEMBER 2024 DEPENDING UPON FINAL ELEVATIONS, A PUMP MAY BE REQUIRED. - � =LOW AREAS P.O. BOX 2954 DIRECT ALL DOWNSPOUT/SURFACE WATER AWAY FROM DRAINFIELD AREAS. ^ IF DF' LATERALS OR MODULES ARE DEPICTED, THEY ARE APPROXIMATE AND MAY VARY, = TREES- 12" OIA NAME- WALNUM SILVERDALE1 WA. 1 HEY REMAIN IN THE DELINEATED DF AREA_•"ALL WELLS WITHIN '100 FEET OF PROP. BOUNDARIES HAVE BEEN SHOWN (200' FOR CLASS-B WAIVER>. 98383 •� EXCEPT FOR THE DISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE_ O - CLEAN OUT TAX ID- 22025-76-00140 "' WATER LINE MUST BE A MINIMUM OF "I O• FROM ANY SEPTIC COMPONENT. MAINTAIN A MINIMUM 50• SETBACK DOWNSLOPE OF I-PITS. MINIMUM OF -10• SETBACK UPSLOPE OF I-PITS. Q - 1250-GAL SEPTIC TANK STREET- 141 E JARED RD TEL. 360-698-8488 AN^ SEED D MULCH FINAL DRAINFIELD COVER IMMEDIATELY UPON COMPLETION. INFO@ACMESEPTIC.COM '� DEPENDING ON THE TYPE OF ATU USED, A TRASH TRAP MAY BE REQUIRED_ O LATERALS MAY BE NO CLOSER THAN 5' ON CENTER. s = D-BOX SCALE: 111-50' SITE PLAN ^ IF WATER AND SEWER LINES GROSS, THEY MUST BE CONSTRUCTED IAW STATE Sc COUNTY CODE.