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HomeMy WebLinkAboutSWG2021-00128 - SWG Application / Design - 3/15/2021 Fonda Thompson rom: Scott Ruedy Tent: Friday,April 9,2021 9:40 AM ���' n To: Rhonda Thompson (��I Subject: Re:SWG2021-00128 Notes updated. Need Wetlands report. I called and left a message for the designer and placed notes in Smart Gov `\ Scott Ruedy,AICP Senior Planner Mason County Community Services _` V Office#360-427-9670 Ext. 287 Teleworking#503-660-8336 From:.Rhonda Thompson Sent:Wednesday,April 7,20218:48 AM To:Scott Ruedy Subject:SWG2021-00128 Hey Scott, I just wanted to make sure you see when I add you as a review step to a SWG permit. I added you to SWG2021-00128. Is that popping up on your to do list in SG? I don't use the to do list,so I won't get any notification when/if you approve. Can you let me know if you see this and if/when you approve just shoot me a quick email? Thanks, Rhonda Thompson �1Sp hopj�� Environmental Health Specialist Jw�es�5r-W r .1) Mason County Public Health '`� �t 1 415 N St Shelton 98584 360 360-427-7-9670 ext.58181 Rthompson@co.mason.wa.us VA> S 1 ' OFRCIALUSEONLY MASON COUNTY PUBLIC HEALTH iE 3 - S. � A N ONSITE SEWAGE SYSTEM APPLICATION ANgNf0.@p A @WM _ m y 416Nft RrWt0dp8) Shd=WA9e5e4 aC-m Shebn:3604271A70 at400 Main.364D5.W7ERA00 SWIG a1 —� ZY Mj APPLKANT PHONE 3feo�535—Gpp`t��/�} m -6TPEE7,BMT:, CODE qr 9VJM� �, ; 81lEMMYSB-BTREEI/i.•//``NNCffY.�ra CCK \ m 91. c lo� ta C� W m NAMEDP INNER NYE OFMBTALLER PHMIE I N LIEQALLAPFIIfJJlE I1Q18 onMKMo wnmsauRce 4 I'� p NEW CONSTRUCTION Q RVHOLDINGTANKONLY NATE INOIVIOIMLWELt 63 E3 REPLACEMENTSYSTEM E3 INSTALLATIONP IUIITONLV 0 P IVATETWOJ MIELL l3 E3 TABLElIMPAIR D SINGLE FAMILY ❑ COMMUNMPLISLICWATERSYSMol 3r E3 TANK(B)ONLY ❑ COMMERCIAL SYSTEM NNAE: I I 1 D UPURAOE TO EXISTING L3 OTHER: - L� eEG"0 0 EXISTING FAILURE Wsnden�MiexRVA�C `�� �}� ' 17� bMA�NlYtlay' dRECipN8 T08!(E-BE BPECIFIGANOAOVIBE CF MNNEEDEB WFORMATIQI FORACCEBB Ia.biMpY1 � 1 T G ,-J LQ4 j ufa ILI-I h•r � � � wi td G� w� bra 1'�1h-r I 1� m,EMM,�Fu�,�M�N,E�PA�,EF.R�LeFM�T��Aee�NR,,,�HeLEMB.MM I N OFFICIAL USE ONLY BELOW THIS LINE uvoRADEIEAALRE eo1MDE Fv�ww,EPvnwU []VOLUNTARY DMAINTENANL UM%NO 13BUEDINGPERM17 13HOMESALE OCOMPLAINT DOTHM. KVELTOREOLLIX34 r COMMEwslco lwlw Tlt3 3H�'�ri f�L� i ra SUIL 00068: V-VERY O.OPI.VELLY 8•11 O L•LOM.1 M-MLT C-CLAY E.EXIR Y pI. O lB --- IN.ePECNXISMNATURE OATS APPICATpNEXNMTONWTE APPLKATIONAFPRCVEOSY SATE f ' THIS FORM MAY 84 SCANNED AND AVAILABLE FOR PUSLW VIEW ON THE MASON COUNTY WEBSITE REVGEDIWWI, DESIGN FORM-PAGE ONE Assessor's Parcel Number: A design will be reviewed when;copies of each of the following are submitted: "Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist Cross-section sketch,including all applicable items on checkist. This form may be scanned and manabse for bNc vier,on the Mason Web alb.M"Imuzapaperstre: Il"X l y" Permit Number: SWG Designer's Name: P Applicant's Name: i C.V- I1X Designer's Phone Number: 53 tg�f-7i1'7 Mailing Maltese: •.�,� Designer's Address: -kj `ox 1 T� Sbae Z' -,y,• ,f.,._ w ;� TEHE; CRY ,y tab - <-i Treatment Device ❑oleadon BioHher ❑S®dTilter ❑Momd O Smd Linud Dminneid ❑Rceunnju ing Filter,Type; ❑Aembic Unit MakrlModel ❑Disinfection Unit Maku Model Other Gravity Q' Drainfleld Type sure ❑Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfleld Specif eattlone Laterals Number of Bedrooms Schedule/Clasa Daily Flow:Operating Capacity Length �� ft Daily Plow:Design Flow G � � Diameter Septic Tank Capacity 'jfi� !� Number ---�`"IT-- Receiving Soil Type(1-6) Sapararm �0 ft Receiviag Soil Appl.Rate /tyCJ gpd/ft' Orifices Rationed Pnmary Area �g EA:v�— ft? Total Number of Orifices c' Designed Primary Amu Diameter in Designed Reserve Area ftr ------======LLL���---bbb_���� Trench/Bed Width it Spacing Manifold in Trended Length j ft Schedule/Class Elevation Measurements Length 2 R Original DrainSeld Area Slope l % Diameter New Slope,If Altered o in Preferred manifold configuration used No Depth of Excavation rrr-+rot from Onguml Grade pownaloa� 1 "L in Transport Pipe in Schedule/Class Designed Vertical Separation -2f}• in Length It Orawfless Chambers Required? ❑Yea 17 No 01%donel Diameter Z is Pump Required? 'Y 0No Dosing and Pump Chamber Pure,Between n pump Specifications Number of cauty /day Ditfermce in Elevation BUween Pump Shutoff and Uppermost Does quantity ---'loFC-J---- Orifice Capacity (� Sad �� � R Chamber aci � Uppermost Oriflon C3'Higher Cl Lower than Pump Shutoff Pump control •Plraso check th Capacity @ Total Pressure Head �':j Spur er apQEi xMetar t'J'SvmtCotmt¢ Calculated Total Pressure Heed _'L_J_ R if Timer: Pump on ),yn/ Comments DESIGN FORM-PAGE TWO Assessor's Parcel Number: Permit Number: SWG DESIGIV'CH .LISTS �Scat Plot Plan - Se Layout Sketch Cross-Secdon Sketch t hole locationsnfield orientation and layout Reference depth from original grade; ��0 il logs Trench/bed dimensions and �ffptic took tDvperty des tical distances within layout GYbraiufield cover ❑,'Existing and proposed wells 4� BoxNalve box locations Reference depth from original grade 'thin 100 ft of property (ff Septic baWpump chamber and rest�ri I°°strata: ❑Measurements to cuts,banks,and locations p/Laterala,treach/bed,top and ace water and critical areas fdbservation port location bottom Location and orientation of r J(�l=_Out location ❑ Curtain drain collector curtain drain and all absorption VJ" M anifold placement ❑ Send augmentation omponents C'l Orifice placement Other section detail: L Lorstion and dimension of Lateral placement with distance Ei Observation ports/clean-outs _,primary system and reserve area � to edge of bed r uild ngs Other Information udible/visual alarm referenced Yea No /Direction of slope indicator Scale of drawing shown on scale ❑ O'6esign staked out L1jWaterimes bar ❑ Ujacorded Notices attached d ads,easements,driveways, ❑/IT aiver(s)attached Pig Cd 2 dump curve attached North avow and scale drawing ❑ W Evaluation of failure shown on scale bar Non-residential Justification ❑ ❑Waste strength ❑ ❑Flow DESIGN APPROVAL - ♦ ,.. The undersigned designer must be no ' insert time of No Signature of Date The undersigned has reviewed s rga on behalf Of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. Thls form may be scanned and available for public view on the Mason County Web site. Updated Date 12/7/2015 i VTR WA 98339 i (253�851d178 I DATE: 3 -I t- 2oZl iosx 87A 1 RE SITE: t' I w ItA G5Rr4,F1:. til�'l _ FRESSUM DLSTRIBUTIONDESIGN:Woi3®heet ibr saes whore lumis will beat dMwest 1 OMM D6f W&TTpN NETWORK A DAILY DESIGN FLOW- B.APPLICATION RATE,baud m soil type= /���lJj� C_RFAr11RFh�- ♦RS4)RBZ _4jMA. 1`J`�i Alt fu ft TRENCH OR BID WIDTH 3g AL BID OR TRENCH LENGTH-, ON OF PROPOSED DRADWMD CONFIGURATION: z NETWORK CDNFGUPATION: A.LATERAL LENGTH -70 $ B.LATERAL SPACING- (P g C.TRANSPORT PIPE LENGTH- SD g APED DIAM 'rlM - 2^ D.MANIFOLD LENGTH- 2fL LATERAL RESIDUAL ORIFICE LATERAL gouffCES ORIFICE NUMBERS PRESSURE DIS. DIS. - fPACING am (M%d) (CrPK LA (FT) Below Pia 2 I.SELCECT TEE MANIFOLD DIAMETER,USE APPENDIX4: 2- I.WITFI INFILTRATOR TRENCIIS,ORIFICES TO BE FACING UP: I. RECOMb ENDEDDOSINGFREQUENCY/DAY= DOSES/DAY. 2. RECOMMEi`IDED DOSE VOLUE= I ram GAL. ,3. REQUIRED POMP CAPACITY- a(G 'I IO TOTAL GAL. (sum of all dischaW r from all Imemis) 3.TOTAL FRICTION LOSSES N THE WIVORIC A TRANSPORT PIPE LOSS= I I FT• PIPE PIPE FLOW FRICTIONLOSSPER - PIPE FRICTIONLOSS MATERIAL. DIAMETER (GPM) IOOFI.OFPIPE LENGTH INPIPE Z" JI Z.3 So 0 Z3 B.CALCULP -nMTOTAL..ELEVATIONL2-T- —I ` 0,5 rL I DETERMM THE TOTAL DYNA WC HEAD: • SELECTED RESIDUAL PRESSURE + 2S FT• • TRANSPORT PIPE FRICTION LOSSES + k!.J 'TT• • MANIFOLD ASSY.LOSSES + 3 'TT. • MANIFOLD AMID LATERAL FRICTION LOSSES + 1.0 'r • TOTAL ELEVATIONLIFT + �]�.-.�, (og�1/— FT. TarAl-nVINAMI`liPliav U-' ,-1✓ Em S SFIECTA PIAAF: REQLMZED CAPAC1Ty 3 GPM TOTAL/DYNAMIC HEAD ZI FI'. USE PUMP OR EQUIVALENT I I.�4;: `f YI 2 - Zy � � CAD x W 70 T 0 MQ top 0 VI o —70 w n \ U C O � \ N ;W i • U 0 ,I 1 v0 y rpr � 0 7h� N I i A l^ $ s ^ 5 © 3 0 < y < N \ \,j I uo 4-' GIR.' f r-, N a z 'n {n 4�q H p AM 4 IN < c .61 _ n� � � Q��>9Z ' � ���D�t °�Op°'OK � x�;tr•'���„ CnS" � 335���11117 U °w° � ��+in "� " >L°M3 Ow bged .iri m gz iIIuO W O �° ° n� L _ O PHa �^� ayCy :" ° o � �4'�����j o �l{ga- �! 00RRO j yNS jl $$ P > �4Es5zs� ono . 3� z00 000 °16 N. � F vn s � � n oo ° 80 il W PP yap l0 1s-'' 6y Tj WO e2i sv 3 _ > ; S PI > S" P r , o . y N � r oz H o y�, r N r ., t y, x