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Home My WebLink AboutSWG2024-00137 - SWG Application / Design - 4/8/2024 UTON. WA 584 MASON COUNTY 415N6THELTON:STREET,SHE7-967 ,EXT 400 SHELTON:360-2754467,EXT 400 4 # BELFAIR:380-275-0487,E%T 400 Public Health & Human Services ELM:360482-5269,EXT 400 FAX 27-7787 On-Site Sewage System Permit: SWG2024-00137 APPLICANT STECKLER SCOTT M&MICHELE ANN Phone: 253-377-2200 Address: 180 N SAMANTHAS WAY HOODSPORT, WA 98548 OWNER STECKLER SCOTT M& MICHELE ANN Phone: 253-377-2200 Address: 180 N SAMANTHAS WAY HOODSPORT,WA 98548 SEPTIC DESIGNER DALE TAHJA-Septic Designer Phone: 360426-5940 Address: 2450 W DEEGAN ROAD WEST SHELTON,WA 98584 SEPTIC INSTALLER TJ GODS* Phone: 360490-0217 Address: 150 E MARISA PL SHELTON, WA 98584 Site Address: 81 N Kingsway S Primary Parcel Number: 422165200091 Permit Description: 2-bedroom OSCAR X02 system w/OS-100 coils Permit Submitted Date: 0410812024 Permit Issued Date: 04/17/2024 Issued By: David Anderson Current Permit Fees Paid: $805.00 (additional fees may be moored door,Installation of aptem). Permit Expiration Dale: 04/1 612 0 2 7 (based on date of Inspabborl Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staNper Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfie/d installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to bacAfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfirll of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360427-9670, extension 400. w , OFFICIALUSEONLY MASON COUNTY D F�v a I � ;.Lk c w COMMUNITY SERVICES NM I c M FWMkHWM(OWMUN HMAIVB 'mmentMHMR 3 N M aM Ma �� , m swG aaa� — o p .HNM,Ual.PMY¢WAMH1 �a 2 N ON-SITE SEWAGE SYSTEM APPLICATION s z APPucAHr PHONE m m Scott M. Steckler (253) 377-2000 a AUILINGADORESS- REET CRY STATE,DP CODE C BI F 3 180 N. Samanthans Way Hoodsport WA 98548 n z SREADORESS STREETCITY,LPCCOE G •• 81 N. Kings Way Hoodsport WA 98548 3 a HOME OF OEUI ER P E 3 I N Dale L. Tahja (360) 426-5940 NAME OF INSTALLER PHONE G I N T.J. Goos (360) 490-0217 3 ' 5 PH&NTNPE(SFwl � DRINMNG VMTER SOURCE IURESIDEN 06FS WCOMMUNITYOSS ®COMMERCMLOSS UPRIVATEINDIVIDIIALWELL ITPRIVATETWPPARTYWELL = 'm TWEOFNORH(s .) C1 2IPUBLICWATERSYSTEMLMU—Wek,EYtlM, ITL�INEWCONSTRUCn0N1UPGRADES EDREPA1RIREPIACEMENT OTHERDEMES(ak[tavmHPply) [3TABLE R(REPAIR SOBMrtTALS ❑SURFACINGSEM(AGE DEXISTINGFAILIIRE ❑SHORELINE 00ESIGN FORM(REQUIRED) 13SEPTICOESIGN(REOUIREO) BEDROOMS LCTSRE IN 51AINVER(S)(IFAPPUCABLE) 2 0.19 IO DMECTIIXI6 TO 61TE AV06RE CONDRIIXS'.(m.bUrsOpab) Go to Hoodsport, left on Lake Cushman Rd., left on Potlach-Hoodsport Rd., left on Rainbow Way, right on Chinook Dr., left on Kings Way, property at head of cul-de-sac c I o aTEM�BEF,.IeDEo.AD.�MwRo.DA.DTaPM�.DSFeEaAoaEOWmmFF,oL�M.IBP�+: OFFICIAL USE ONLY BELOW THIS LINE UPGRADEIFMLURE 6011HCE HUIaPoMb PPWA• F) DVOLUNTARY DMAI T NANCEPUMPING r]BUILDINGPERMIT DHOMESALE OCOMPWW DOTHER: INSPECTOR SM LOGS COMME"ICOND .. i14110 -17` 6SL Pcff ¢E Z Pe SS<E U TlFl)0-Z6' GtfL ` ZaE MM W RECORDDRNMNGANOINSTA TICB REPO V-VERY G-QRNE Y S•SM40 _-LW &-SILT C-CLAY E-EMREMELY R+ROOTS REGUIREDFORFIHLLAPPROVAL. NRE DATE APPLICATION EXRRATHIN OATE P➢RICATWNAPPROVED/ISSIIEDBY DATE y I6 Z�IZ� `i l�(IUz TNIB IMYBE SCANNm ANDAVMUER.E PDR PUBLIC VIEWON THE MABON COUNtt WEBBRE REVISED IWWS DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 2 1 6 — 5 2 — 0 0 0 9 1 A design will be reviewed when 3 eooies of each of the following are submitted: •Completed design form thin 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 checklist. This farm mayhe starved and avaaable for public view on We Msaon WebaRe,MaximumH rsire: /7"X17" -Permit Number: swG h22- 11 .tw(3 7 Designer's Name: ~Dale Table Applicant's Name: Scott M.Steckler Designer's Phone Number: (360)426-5940 Mailing Address: 180 N.Samamhes Way Designer's Address: 2450 W Deegan Rd W iloodsWrt WA 98548 Shelton WA 9W84 Ci State zip city State Zi Treatment Device ❑Glendon Budifta O Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type: JI(Aembic Unit Make/Model Oscar X02 ❑Disinfection Unit Make/Model Other: .{ Drainfteld Type ❑Gravity RI Pressure ❑Trench ❑Bed Rf Sub Surface Drip Septic Tank/Drainfteld Specifications Laterals Number of Bedrooms 2 / Schedule/Class OS-100 mils Daily Flow:Operating Capacity 180 gpd Length 7X7 - ft Daily Flow:Design Flow 240 gpd Diameter Netafim Biollne in Septic Tank Capacity(working) 1_ 000 gal Number y�— Receiving Soil Type(1-6) 4 Separation 1 ' ft Receiving Soil Appl.Rate 0.6 gpolW Orifices Required Primary Area 400 ilz Total Number of Orifices 200 emittersltters Designed Primary Area 400 ft Diameter Netafim em in Designed Resme Area 400 — ftr Spacing 100 em thirs/mll in Trench/Bed Width 17 ft Manifold Trench/Bed Length 24 ft Schedule/Class Sch.40 Elevation Measurements Length 70 It Original Dminfietd Area Slope 3 % Diameter 1 in New Slope,If Altered 1 % Preferred manifold configuration used? ❑Yes RfNo Depth of Excavation UPsleve 0 in Transport Pipe from Original Grade m ,nepe 0 in Schedule/Class Sch.40 Designed Vertical Separation 26 in Length 5 ` ft Gmvelless Chambers Required? ❑Yes IQ No O Optional Diameter 1 in Pump Required? 5f Yes O No Dosing and Pump Chamber hon Puetween um &Uppermost Number of quantity doses/day Diff.in Elevation Between Pump&Uppermost Orifice 7 ft pose quantity gal Brumfield Squirt Height/Selected Residual(head) ddP ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice fif Higher O Lower than Pump Shumff Pump controls:Please check those required. / Capacity @ Total Pressure Head 30 gpm I�Timtet RrElapse Meta ee,y Evem Counter i;alculatedTotal Pcessme Head 20 ft If Timer: Pump on hib, off 3.5q VCf%, P Comments Audible/Visual Alarm required. Assessor's psreelNumber.�2 Tµ' O Pp tN�her-. gWG 'i DESIGN FORM'PAGE C�l#bCltEtS'rS`. eCtlnn Sketeh DggIGN Cross-S de: ketch out Reference depth"in ori>Pual ff° scaled La9uut S $eQric tank d lay DTainiteld onenT�LOn air Drainfteld cover Scaled Plot Plan blbed dimensions and from origins,lP�e Treat distances within layout Teatholelocations critical box Referen i�trata! t}BoxNaive and re ti bed,top and 0 Soil logs ® yataals,as G pCOpertY lines wells la Septic t.WPUL°P chamber n collector for Existing and proposed y locations tion Curtain dTa' g of piope1t Observation Wrtlocs g Sand augmeT'Tation within 100ts to cuts, and ❑ Measurem" and critical areas -out location d°�r clean-outs m Clean ement ether cro bservafl° surface ¢station of � Manifold plat � ObseNauon po fa Loan°din ail ski"1 ou ❑ Orifice Placement with distane° er Information Oth components Laterl P1eR Yea No ed out p0R and dimension ofe area we . e of atartnrefereneed V ❑Design stale 16 pri. O system and resew id pudblelvtsual shown on scale ❑ ❑Recorded a°shed hed She of drawing ❑ ❑Waiver() hed gi Building bar ❑ ❑PrunP°on of�ive ® Direction of slope indicetoT ❑ ❑gvaluati t W'Wrltnes easements,dirveways, Non-residential 7ustSicsNon Roads, ❑ ❑Waste strength parking a drawing ❑ ❑Flow North arrow an ebaz shown nn scal - pROYAL NA ❑ Of installationdyes No e �7 let _-. be notifted Date et ndersiigted designer two w Si�'atute of]JeSipe, public He dth and behalf of hasrevle localo d t r�agularions: I I 7OZL 1, 'm'° t4� staff andlocal on C Date J-��i..•„ 3 Tcomplu�a�'�wrTh th Specialist CON Environmental Neal THE FOLLOµ`", VALID ONLY lSNDER b Mason County Public Health' DESIGN APPROVAL IS ate is: CAl1TION- d••ppPiOved" y tr�dre PermitExPimtionD of design appTOvr ,s stamp permithas not exp at to adversely affeet conditions J The desi� sewage _. ..a., ✓ The ODD c ons have not been CertlflGn'�� ✓ Dmmlield site conditions installed by a The system must be insta Son Count Ylease Note: lion is obtained from Ma unless prior authOt za is re uiTed- and aaallable for Pubes slew on ilia l'la fain An installation Fee This form amy ba nMd S ,ce P\ar P� 9 �9 5100216 F; O� ^.ale L.Tama LICENSED DESIGNER i Qaa M1 ° SL�ias - APPROVED APR 17 2024 MASON COUNTY ENVIRONMENTAL HEALTH CJi X02 Tanks us I pill 1000 GOMM low Gallon r 28 1!3 a � < at Treatment tank Discharge tank 'a J f J'A .f.:... 51ppp F� ale L. LICENSED DESIGNER z' �1 APPROVED APR 17 2024 1 ' , MASON COUNTY ENVIRONMENTAL HEALTH Lt DJA I OS-100 Coil Detail: W MNYniun Yew Foe.rlK / � � 6P of NNaM1T BbWro. l x. The OS-100 OSCAR coil contains 100 0.42 gph Netafim emitters in a 50 sq. ft. foot print. Emitter concentration is 2 emitters per sq. ft. Design flow for each OS-100 is 100 gpd. APPROVEE7 APR 17 2024 �P MASON COUNTY ENVIRONMENTAL HEALT DJA S10C Dale L Tanla ` LICENSED DESIGNER ry`yY SUBMITTAL DATA SHEET 1 Thermoplastic Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.This 1/2 HP pump has a stainless steel top bearing and motor coupling.These are assembled with our A.Y.McDonald stainless steel motors.Two wire single phase models include pump,motor,and 10'lead. Thisfour inch submersible is supplied with grounded leads meeting the National Electrical Code(N.E.C.)specifications. The performance curve below will assist you in choosing the pump that meets your needs. MODELS E-30GPM 00 — E - 30 GPM 1 31111 - !� ,�„ 1R NP 172 Fl. 5]P.ml an W 12 7o0 -I/2 XP.a4STA6ES sim as 0 5 10 is 20 25 30 35 40 anoh" —0 10 _ 20 30 go _ 52 Bo 70 Foandex 0 20 40 80 —Be 100 129 141 10 APPROe E11-. FLOW GPM Specifications APR 17 2024 LOT-30 1 1R Plastic 115 1 10.94 9.53 23 MASON COUNTY ENVIRONMENTAL HEALT' DJA � SUBMITTAL INFORMATION - Stainless steel pump shell and pump shaft - Powered by A.Y.McDonald submersible motors 112 HP. Reinforced Thermoplastic diffusers and impellers . 1 I/4"FNPT Discharge - Thermoplastic intake screen and cable guard NO-LEAD:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one percent(0.25%)lead. Lawridge names Technologies,Inc. Teff Free,1-877-476-8823 daveODlowridgetech.com 00 P.O.Box 1179 Fax:1-425-335-3622 oscaronsde.com Lake Stevens.WA 98258 AY.McOmald considers the infermatint on ilia amembb drawing crostwhen published.Item and optlm aaalmiddy imind'ng speeiiaations,are subject to rAangewahout Mice. Submitted by. 1022