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HomeMy WebLinkAboutSWG2022-00364 - SWG Application / Design - 6/24/2022 A !� *r*� 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY 1 SHELTON:360-427-9670,EXT 400 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400 :1,4Y;41-,01 _,,' ELMA:360-482-5269,EXT 400 Building,Planniny,Environmental Health,Community 19ealtF, FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00364 APPLICANT POWELL CHRIS R Phone: Address: 26012 SE 252ND ST RAVENSDALE, WA 98051 OWNER POWELL CHRIS R Phone: Address: 26012 SE 252ND ST RAVENSDALE, WA 98051 SEPTIC DESIGNER ROD LEFT-Acme Design Phone: 360-509-2000 Address: PO Box 2954 SILVERDALE, WA 98383 Site Address: 810 NE DEWATTO BEACH DR Primary Parcel Number: 323283100170 Permit Description: Resubmittal -3BR Nuwater to Pressure Permit Submitted Date: 06/24/2022 Permit Issued Date: 07/11/2022 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/11/2025 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per 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 Drain field 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 backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill 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: www.co.mason.wa.us/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. , ‘, IA t% A,'011 OFFICIAL USE ONLY D TE RECEIVED: © ,;,_,,,_,,,,,,.:„ MASON CO TY'>\a l" �► '..� U) n I I. z-� COMMUNI 1\V ,/� AMQ! dEf��EI� _ NECilli IL_ CO CO >,r"'h i Public Health(Community Health/Envi nmental Hea N 360427-9670,852 400 or 360-2754467.exL 400 f':4,../ ..o"'- ('`�1/ O U 415 N.6th Street-Shelton,WA 98584 4.':s,"'r S 1\/: _�1)6 0 111..�� �.J YYY Q Z cii ON-SITE SEWAGE SYSTEM APPLICATION m• C) APPLICANT PHONE m r CHRIS POWELL z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE K 26012 SE 252ND ST RAVENSDALE WA 98051 co SITE ADDRESS-STREET,CITY,ZIP CODE 810 NE DEWATTO BEACH DRIVE TAHUYA WA 98588 I w NAME OF DESIGNER PHONE I lV ACME SEPTIC DESIGN 360-698-8488 NAME OF INSTALLER PHONE • I co KAT TRAX EXCAVATING 253-255-6799 PERMITRMq TYPE(select one) DRINKING WATER SOURCE - I▪ N R RESIDENTIAL OSS L[.;COMMUNITY OSS COMMERCIAL OSS tap'PRIVATE INDIVIDUAL WELL i—ts`PRIVATE TWO-PARTY WELL Z I CO Di OF WORK(select one) F PUBLIC WATER SYSTEM 1 Ei NEW CONSTRUCTION/UPGRADES do REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR I CA) SUBMITTALS �t ❑ SURFACING SEWAGE 0 EXISTING FAILURE IZ SHORELINE RDESIGN FORM(REQUIRED) th!,IISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 0 I —L I',WAIVER(S)(IF APPLICABLE) 3 0.15 0 I . DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) SEE MAP I I 1 O I I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I CI OFFICIAL USE ONLY-BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY -❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE El ❑OTHER: INSPECTOR SOIL LOGS l L COMMENTS/CONDITIONS Ve."J kii.,1.1.fet I tf j 4y"( it 4417 7 ititifo:4+.' Nit 412„.40-...- .44F/ RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS AREQUIRED FOR FINAL APPROVAL. INSPE TOR SIGNATURE DATE APPLICATION EXPIRATION DATE PL ATI N APPROD/ISSUED BY DATE l ?7 -II' () \ 7-i1'2 THIS FORM IblM SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1217/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 3 2 8 — 3 1 — 0 0 1 7 0 A design will be reviewed when 3 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. 1 Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X17" =PARC:ELIDE L1J ICATIO TA.., .. ".. . a_.. . , . .. , ',: w,. .:.- Permit Number: SWG �o).-)_ 06 Q Designer's Name: ACME SEPTIC DESIGN Applicant's Name: CHRIS POWELL Desi er's Phone Number: 360-698-8488 Mailing Address: 26012 SE 252ND ST Designer's Address: P.O.BOX 2954 RAVENSDALE WA 98051 SILVERDALE WA 98383 City State Zip City State Zip ;REST PAR AMlFRS .. Treatment Device ❑Glendon Biofilter El Sand Filter ❑Mound El Sand Lined Drainfield ❑Recirculating Filter,Type: El Aerobic Unit Make/Model Fi Disinfection Unit Make/Model BNR 600 Other: Drainfield Type ❑Gravity 6'Pressure sfTrench ❑Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 360 gpd Length 70 ft Daily Flow:Design Flow 360 gpd Diameter 1.12 in Septic Tank Capacity N/A gal Number 3 Receiving Soil Type(1-6) 4 Separation 10 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 52 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 210 ft Schedule/Class 40 Elevation Measurements Length 45 ft Original Drainfield Area Slope 5-8 % Diameter 1.25 in New Slope,If Altered 5-8 % Preferred manifold configuration used? El Yes El No Depth of Excavation up-slope 14 in Transport Pipe from Original Grade Down-slope 11 in Schedule/Class 40 Designed Vertical Separation 12" in Length 357 ft Gravelless Chambers Required? El Yes ❑No g Optional Diameter 2" in Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal Orifice ft Chamber Capacity 1500 gal Uppermost Orifice Eg Higher El Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 53.9 gpm filfTimer C'Elapse Meter gifEvent Counter Calculated Total Pressure Head 167.5 ft If Timer: Pump on 1 MIN 6 SEC ,Pump off 4 HR Comments N�T� E ri �A�K� �ii � E THERE WILL BE A PUMP VAULT AT THE HOUSE PUMPING ON D: ``HILL. AN ONSITE GENERATOR WILL BE REQUIRED JUL 117 ,, > O22 MASON COUNTY ENVIRONMENTAL HEALTH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 3 2 8 -- 3 1 -- 0 0 1 7 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 66 Test hole locations PS Drainfield orientation and layout Reference depth from original grade: 6ili Soil logs 6t Trench/bed dimensions and 0 Septic tank 66 Property lines critical distances within layout PI Drainfield cover Existing and proposed wells Vi D Box/Valve box locations Reference depth from original grade within 100 ft of property 6g Septic tank/pump chamber and restrictive strata: 66 Measurements to cuts,banks,and locations 6I Laterals,trench/bed,top and surface water and critical areas Z Observation port location bottom 0 Location and orientation of 121 Clean-out location 0 Curtain drain collector curtain drain and all absorption It Manifold placement 0 Sand augmentation components I21Orifice placement Other cross-section detail: 0 Location and dimension of ft Lateral placement with distance 6t Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 6Z1 Buildings It Audible/visual alarm referenced Yes No 64 Direction of slope indicator 6t Scale of drawing shown on scale 0 [t Design staked out 66 Waterlines b. 0 C�Recorded Notices attached 66 Roads,easements,driveways, 0 ❑ Waiver(s)attached parking A , PPR VEF4 ❑Pump curve attached 61 North arrow and scale drawing :=' ■ Cv�Evaluation of failure I shown on scale bar �' JUL 2022 on-residential justification M4S BOUNTY ENVIRON ' ''`❑ Waste strength MENTAL HEgLT ❑ d Flow DESIGN The undersigned designer must be notified by ins er at time df,installation It Yes 0 No Si e of esigner Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on- . regulations: /� 4 � Vln �� i(( - 2� Env' o s 4T al Health Specialis Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: V The design is stamped"Approved"by Mason County Public Health. �✓ l/ 25 ✓ 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. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 Pump Selection fora Pressurized System -Single Family Residence Project POWELL/32328-31-00170 Parameters 450 D'Isde gePsserndy Sze 200 i d e, TratspatLerip 357 feet TraspatPipeClass 40 TrasporttineCVe 200 inchs 400 Dis ttingVdveMadd None Ma<BeratnLL 135 bet Mai(ddLayEi 45 feet MaibdPipeClss 40 MakidPipeSize 125 trdps 350 Nu r ix]cfLafaals paCdl 3 Lab21 Limp 70 feet LdaraI Pipe Class 40 Lakard Pipe Sze 125 iidh=s -- 300 Oriice Size 1l8 idtt. m LL Orifice Spacing 4 PF5030I Resid.elHmd 5 bat FbNMeta Nore k>i ca I- 250 `' 'Add-al Ft Eu i Uses 0 tEt0 --„,,` Of Calculations ' 0 ``` NirimrnFla✓Rale par Orifirx 0.43 gamE 200 Nurtxi(IQ ift5perZae 54 285 gsn O TdaIFbNRabpaZone ' III %FloNNu 1 ix' fiarenispaZ 0 23 0 __:S .. %Fb+vDifaelfa115t4astOliGx 21 H 150 Traspc t Frictional Head Losses I nsstru;#rDisandge 1.1 Ted 100 LrssinTraspxt 3.5 bat Lcest'rarghVdie 0.0 fed IrnsinMaiidd 0.9 fed Imsintatrals 03 fad 50 IrRstrarihFbnrretr 0.0 fed 'Add rfFridiuiLasses 0.0 fad Pipe Volumes 00 vdaspatLine 622 Os dTr 10 20 30 40 50 60 70 80 VdcHvaifdd 3.5 gs(s Net Discharge(gpm) VdctLairdsware 163 gels TctlVdure 820 gs Minimum Pump Requirements PumpData Legend DesigiFb NRale 23.5 gpm PF5030H ill Head EIL tPurp Sys'enCave ,— TcblDyrraricHeed 145.8 fed 50 GPM,3HP 233/1060Hz,203230146G/3060Hz PtrrpC -- Camcittr pack redirsifcr sirrjeplasePfres PurpOpirndRange — OpaairyPdrt i DesicyPdrt O _ j r 12 M COUNTY ENVIRONMENT4L HEALTH Orenao Systems' k LiCE•I- 0[?ce,9GG`VFR. 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No\I Cio _MI/ il WO ,,,, fir ,.. 4ota,. ... , AM 1 PARTS UST NuWater NR Assembly Diagram I , I A.DUAL PORI-AERATOR M.PoLY DIFFUSER BAR(2) mie (14 a B.376"RUBBER go'V\V CLAMPS-(2) ti.1"PVC(3 v2"sEcT4ON) a 3113-BARBED ADAPTOR X 1/2"NPT(Z) a l''SLIP CAP @i D.v2"SLIP X 112"NPT ADAr I<JR P.Ver"cLEAR PVC HOSE(OPTIONAL 50 CO E 1"s i_KEET X 1/2"NPT BUSHING(3) Q.1(2"pVc FIFE(BY INSTALLER) el F.1/20 00'ELBOW(3) R._1"PVC PIPE(By INSTALLER) 10 a 1,x i"X Vz" i .h S.Zr pVC PIPE(SY iNSEALLER) . H.r vo,ELI30W(3) T.11B BARBED ADAFTOR TO 1/4"NPT(2) L 2"x r BLI&WIRG U.vz,sTREET x v4"NpT BusHING'*2) ..1 2"sANTTARY i .._ v_itz"PVC COUPLER(2) K 1"pvC•cROSS WI z'COUPLER(BY INSTALLER) L r COUPLER oay INsTALLER) -., _ Revised 2/25/12 ., ' r 120" LID VENT(TYP)--\ DUAL PORT AERATOR IN • WATERTIGHT DRY,VENTILATED LOC. RISERS(TYP) l, 111 — il 1/2"AIR PVC 1'PVc(TYP) AIRLINE 36 MAX COVER 4 .I � o y , I, 4" :3"-4f I— :0.Z" 211i 4� 12.1 20 93" : 1"PVC SLUDGE 1 RETURN LINE ^� . .. 2'PVC f^ DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:547 GALLONS CHAMBER TRASH CHAMBER FLOOD CAPACITY:631 GALLONS 217 GALLONS FLOOD:250 GAL. OPERATING CAPACITY;500 GAL r \\\ 65" FLOOD CAPACITY:564 GALLONS 54" 55" 37" °, °° ° 1"X 1(2" • ° TEE PRECAST REINFORCED "• . CONCRETE TANK 12° DIFFUSER BARS(2) I' .0 PARAI I R TO TANK WALL y 1�. 3' SLUDGE RETURN n• //" __STONE-FREE NATIVE SOIL DR COMPAL.I LL SAND / 61„ 1 OVER STONY SOIL • 1 3" 4' MASTIC(TYP) P P R 0 V E JUL 1 1 2022 MASON COUNTY ENVIRONMENTAL HEALTH Jaw . 65" • A, � , END SECTION VIEW =_= .Ir .� _. \gill gig i a 7R.mN,-�s� ENVIRO-FLO, INC. Wastewater Treatment Technologies y 58 �— P.O.BOX 321161,Flowood,MS 39232 " 877 836-5476 601 845-4716 fax 1.5'TAPER www.enviro-flo.net • Nu-WATER TANK DETAIL FOR B UPDATED:2013 MODEL NR^GOO Mason County WA GIS Web Map • 7 ' -,�:� ._.,...// ,,,. / ; / ii ..,,," r 1 / / , \ i is,„„ ../ , � ^=— >-'� s. �{ �, t`` P^ �`` I.' �i ' r .F kss`t f 1 iL fry ��_�� — \T (;'--Itl.., 'Ili ' fp{ Jfft __ye_ .F .'"' iii —1j r/t _.. - '�i ,, y I O ewatto t_ \ — ,: 1i _. P P R 0 V I 1 ,,. fi ,;,,...,-, 6/24/2022, 9:00:38 AM 1:12,233 ' J U L 1 1 2022 ' - 0.1 0.2 0.4 mi CountyBoundaryINS.,v COUNTY ENVIRONMENTAL HHALTH 0.15 0.3 0,6 km JBW 0 No Filled 11 Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Bureau of Land Management.Esri Canada,Esri,HERE,Garmin,GeoTechnologies,Inc.,USGS,METIINASA,EPA,USDA NN pp o t , g.1 0 W 0 0 Ili i_ �. 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