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HomeMy WebLinkAboutSWG2026-00093 - SWG Application / Design - 4/2/2026 ( A MASON CO U N T I 415 N 6TH STREET,SHEL-967 WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00093 APPLICANT Micah Halverson Phone: 360-490-6365 Address: PO Box 1519 SHELTON, WA 98584 OWNER PALAGRUTI TRET JANICE E Phone: Address: PALAGRUTI REV LVG TR/AARON/DARRYL PALAGRUTI TACOMA, WA 98422 Site Address: 600 N Cushman Cutoff Rd Primary Parcel Number: 423093490190 Permit Description: Permit Submitted Date: 04/02/2026 Permit Issued Date: 04/20/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/08/2029 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL UE ONLY MASON COUNTY DATE RECEIVED: / • fJ1 C Cn AMOUNT RECE ED: RECEIVED BY: Public Health & Human Services O v2 Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ≤ 415 N.6th Street-Shelton,WA 98584 S W G O - O O o / O 0 ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE ITI Anthony Palagruti 206-683-2991 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE PO box 1075 Hoodsport WA 98548 0 mw 5 D 600 N CUSHMANCUTOFF RD o Hoodsport WA 98584 NAME OF DESIGNER ® PHONE I N Micah Halverson 360-490-6365 NAME OF INSTALLER fi 11 1 < PHONE D W Jamie Workman o PERMIT TYPE(select one) I G WATER SOURCE :RESIDENTIAL OSS L (COMMUNITY OSS I COMMERCIAL OSS W.i PRIVATE INDIVIDUAL WELL 1_I!PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) f PUBLIC WATER SYSTEM trl'NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I W SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE WiDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOTSIZE WAS LOT CREATED AFTER4/1/20257 r0 I p WAIVER(S)(IFAPPLICABLE) 3 1.75ac ❑ YES ❑✓ NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) From Hoodsport turn onto N Lake Cushman Rd (HWY1 19), at the 9 mile marker turn right o onto N Cushman cut off rd. travel .6mi to proposed drainfield area on subject parcel. 1 Test holes are marked with pink ribbon 1 (0 w SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE DCOMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS — ' '( "iii I cI✓l +J1) ) SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. I PEC R SIGNATURE DATE APPLICATION EXPIRATION DATE APP (CATION APPROVED/ISSUED BY DATE [4\ M - ___________ THI FO AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE / Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 3 0 9 - 3 4 - 3 0 1 9 0 A design will be reviewed when 3 conies 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 checklist. This form may be scanned and available for public view on the Mason County Web site. Maximum paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG ' o "o3Ga3 Designer's Name: Micah Halverson Applicant's Name: Anthony Palagruti Designer's Phone Number: 360-490-6365 Mailing Address: PO box 1075 Designer's Address: PO Box 1519 HOODSPORT Wa 98548 City State Zip Shelton Wa 98584 City State Zip Designer's Email halversondesignllc@outlookgj DESIGN PARAMETERS Treatment Device ❑Glendon El Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑Recirculating Filter 0 ATU NuWaterBNR-500 El Other Treatment Level(check all that apply): ❑A O B ❑ C ❑BL1 0 BL2 ❑BL3 El E ❑N Drainfield Type ❑Gravity if Pressure l 'Trench O Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow: Operating Capacity 270 gpd Length 44 ft Daily Flow:Design Flow 360 gpd Diameter 11/4 in Septic Tank Capacity(working) 500+ NuWater gal Number 3 Receiving Soil Type(1-6) 3 Separation 9'+ ft Receiving Soil Appl.Rate 1.0 (Column B) gpd/ft2 Orifices Required Primary Area 360 ft2 Total Number of Orifices 33 Designed Primary Area 373 ft2 Diameter 3/16 in Designed Reserve Area 450 (Column A) ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 132 ft Schedule/Class 40 Elevation Measurements Length Preferred ft Original Drainfield Area Slope 3 % Diameter 2 in New Slope,If Altered same % Preferred manifold configuration used? l 'Yes O No Depth of Excavation Up-slope 15 in Transport Pipe from Original Grade Down-slope 6-14 in Schedule/Class 40 Designed Vertical Separation 12+ in Length <100 ft Gravel-based Drainfield Required? ❑Yes 0 No Diameter 2 in Pump Required? IYes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 45 gal Drainfield Squirt Height/Selected Residual(head) 2'+ ft Chamber Capacit (floed)i ç t1223 gal , " eequifed. Ir Uppermost Orifice Higher O Lower than Pump Shutoff Puco trotP1 e.c ec th tip 1.; Capacity @ Total Pressure Head 27 42 gpm Timer ❑ F apse Ivlter E ❑ 'Event Counter Calculated Total Pressure Head 11.96 ft If i r: Pt t p bn0 ( 1TBD Pump off 4hrs Comments MASON COUNTY ENVIRONP iti !fjL flLL .fp Y"v Revised. DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 3 0 9 -- 3 4 -- 3 0 1 9 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Et Test hole locations Z Drainfield orientation and layout Reference depth from original grade: E6 Soil logs Cf Trench/bed dimensions and Rf Septic tank E9 Property lines critical distances within layout Drainfield cover EZI Existing and proposed wells E9 D-Box/Valve box locations p p ose Reference depth from original grade within 100 ft of property 96 Septic tank/pump chamber and restrictive strata: E71 Measurements to cuts,banks,and locations [2( Laterals,trench bed,top and surface water and critical areas Observation port location bottom [;d Location and orientation of Eiz( Clean-out location 0 Curtain drain collector curtain drain and all absorption [f Manifold placement 0 Sand augmentation components [;2( Orifice placement Other cross-section detail: IZI Location and dimension of i f Observation ports/clean-outs primary system and reserve area � Lateral placement with distance to edge of bed Other Information E,9 Buildings IZf Audible/visual alarm referenced Yes No G1 Direction of slope indicator Waterlines Scale of drawing showrfoncale O [�Design staked out bar ❑ CI'Recorded Notices attached Roads, easements, driveways, , �' ,,# ❑ Elevation bench fark and�elatI. 0 Waiver(s) attached parking elevations of s stein comporients� ❑Pump curve attached E6 North arrow and scale drawing ❑ 9f Evaluation of failure shown on scale bar `` � Non-residential justification Or ❑ Gf Waste strength O E6Flow DSG�N A�PROVAL The undersigned designer must be notified by install raime of installation if Yes 0 No 7ai y47a.E' e01 1 S/2©24 Signature of Designer 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 - .te regulations: Lf ( 7 9C E vi ntal 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. This form may be scanned and available for public view on the Mason County Web site. Revised:4/14/2025 Page 1 of 5 3 M BEDROOM ON-SITE WASTEWATER DESIGN BENCH MARK ELEVATIONS o N W BME1:0" BENCH MARK STAKE m BME2:-24" THI F-- BME3:-21" TH2 O BME4:-30" TH3 -J p Q E M al. BENCH MARK ELEVATIONS ARE 2 o �o TAKEN FROM ORIGINAL GRADE. Q U- ��9 40 o C') I— Property Lines Established By Other t_'J -o/ _____________ O U a� N Z Q O CALLOUTS 1) Sewer Cleanout c� D � �ase�`e�t _ _ _ _ 2)4"ASTM3034 @ 2% Grade a. U 3) Sound Placement Trash/Pump Tank Z 4) NuWater BNR-500 Tank o O / \ 5)'Nuwater Control Panel &Power Disconnect / \ Approximate Land Size 1.75AG *Mounted on Post or Structure \ 2 /\ 6)2" Sch40 Effluent Transport Line ( \ *Sleeve Under Driveway 7) Preferred Manifold Accesses \ *See pg2 for Drainfield Details/ \ rn Existing Well , I ; iApproximate Area; ; --�'J �� O o R=100 ; :for Future SFR , 3 d= 3 c ' :�.:`, BME1 - rNrCNCJ�iTWVIlLN1l1r@tE0N 2 \\\ 1 L------------------ i 4 / /C,) . UCQ�6t�DESKiNER / \J TH FJ�4lFE6:OW161� \ \ / Resery Owner/ 30 Easement Applicant: O` ?H TH3 \ Ja0o0 N CUSHMAN CUT OFF ROAD �vg15 O - \ / 441 �'/— � .6mi to N Lake Cushman Rd(HWY119) •C/) O st O 4At Q oo Soil Los - 1a i � CA °' ai TH1: 0-27" GLS R� NFA�� -o Cobbles UN�y N��R��NIENTP� 0 20 40 j Roots MPgON�� �° o CONTRACTOR MUST HAVE ALL UNDERGROUND UTILITIES LOCATED BEFORE CONSTRUCTION. 27" Compacted Scale:1"=40' This is not a Survey.Site features,topography,elevations,and footages are based on data provided by the property owner and from Mason County public records.This Site Plan and the Septic Design are intended for review by the Mason County TH2&3 Health Department and the contractor hired to install the septic system.Micah Halverson.as the septic designer.hereby : Similar to TH 1 d 2 advises the property owner to use a licensed surveyor to prepare a survey of the land that discloses the exact location of the property lines.elevations.topography.and footages. Page 2 of 5 X ory�a Quick4 s rOl h a�PJ ZO �"a The Quick4®Plus z N In ��`c INFILTRATOR' W W �� Standard Low Profile(LP) Chamber fo water technologies rn I— O Reserve 1114'5ch40 Lateral w th Orifices - �� = The Qulck4 Plus Standard Low Preferred Profile(LP)offers maximum tl.r a y) t O ❑ Manifold ' L( p DE81i33WER strength through its four center structural columns.This chamber V �i� can be installed in a 36-inch-wide O U. trench.It is shorter in height than ( O) LL. Infiltrator's other Standard model li /// 40 erye chambers,allowing for shallower Res installation.Like the original line 3'Maximum Width of Quick4 chambers,it offers c0 advanced contouring capability withc.CY Z its Contour Swivel Connection", v 46" 3116"Ortficea d Q which permits turns up to 15°,right Quick4 Plus QUICk4 Plus � or left.The Quick4 Plus Nl-in-One Standard Low Profile(LP) All-in-One N 8 and Quick4 Plus Endcaps provide Chamber Benefits: 8 Endcap Benefits: U = increased flexibility in system design i Low profile design makes this •May be used at the end of chamber and configuration& chamber ideal for shallow row for an inlettoufet or can be ❑ Reser /e - applications installed mid-trench U 6' •Reduces imported fill needed Mid-trench connection feature allows z Sweep Access/Observation Port for cap and fill systems center feed inletting of chamber rows This End of Each Trench O •Four center structural columns •Center-feed connection allows for •«- p Maximum Strength offer superior strength easy installation of serial distribution Advanced contouring connections systems t •Latching mechanism allows Variable pipe connection options 44 DRAT N F I DCALCULATIONS for quick installation allow for side,end or top inletting ' •Four-foot chamber lengths Piping drill points are set for Size are easy to handle and install gravity or pressure pipe Soil Type 3 34W x 53"L x 8"H Supports wheel loads of CD (esa mm x 1346 mm x zo3 mm) 16.000 Ibs/axle with 12" 0 5' 10' 20' Soil Application Rate:1.0 gal/sgft/day(Column B) of cover v M Design Capacity:360 GPO Effective Length Quick4 Plus rn Operating Capacity:270GPD 48"(1219 mm) ; Endcap Benefits: to Scaled/8"=1' Qulck4 Plus - t, Simple,flat design Louver Height All-in-One Allows installation of a pipe t Required Absorption Area:360sqft 6.3"(160 mm) Periscope Benefits: from the end only " 0 Designed Absorption Area:373sqft X Q Reserve Area Calculated:450sgft(Column A) Storage Capacity •Allows for raised invert •Piping drill points are set for 0 a installations gravity or pressure pipe 32 gal(121 L) a O 1.25" •180°directional inletting O 33 Quick4 Plus Standard Low Profile Chambers feeder lines Ceded by the International _ 33 x 11.32=373.56 Invert Height 12"raised invert is ideal Association of Plumbing PREFERRED MANIFOLD 3.3"(84mm),9.6"(244 mm) forseralapplications and Mechanical otrola5tiAPMo) 3/16"Orifices @ 48"On-Center � ' APPROVED in *Washed Gravel Trenches may be used in lieu of Chambers *Install Per Manufacturer:https://www.adspipe.com/infiltrator/products/chambers/quick4-plus-serieslquick4-plus-standard-low-profile 1.25"flapper check valve 6'Minimum Between Trench's CROSS SECTION Owner/ Finished Gra de Applicant: 1.25 51ope // f 2 Ftaps2ll(Optional))g Ballvalve tn g 3t t, a r b 's n pli fJ'rt'in Csr,ade' r 1.25"x2" q+. tzese APR d• E 2"elbow Ale 21"GL5 MASON q .. P ' s r c0 O 9 Lt7 U Rese Type3 Soil �N COUNTY ENVIRpNp�ENTAL y co _...:: 15 2"4-Nay Upslope Depth 3' EACTL 2"elbowR Servej5 , c O •E5 > with 2"Transport TLB&812 ° TRENCH DEPTH 0 ° Valve Box from Pump c ° ° O With Secured Lid ° acted a.oil 15" Upslope Depth ® N v comp a . 6-14" Downslope Depth C C Finished Grade .4d_ a a L T LI7 C Flapper finished grade 1.25"PVC, Check 2'k1.25" O i Valve Bushing 18" 6"round box 8-24"over trenches Feederlines Ball Valve 1 1/4"5ch40 PVC 2"Transport from pump End Ga � lateral orifices facing up 2 0 = p t� G Qa, .o °ao .o o�_ o, o,° ° -6 bottom of trench too° o0 sweep with threaded cap Not to Scale o °o o °o Not to Scale XPage 3 of 5 �ACFy g�,y 1500 GAL. TRASH/PUMP W z + z o p WATERTIGHT 9-2"LID VENT w w l' RISERS(TYP) (IY DUAL PORT AERATOR fe L'LET.A:1./P1 IX T1ITAIL61rr 01 17.07 70{Ild.W'Jt 1?1K rJ( ---128 36" MAX 1"PVC(TYP) o MASTIC O � t1�----- • — --- — o C7 111 1� c'Inc�" I I Install Outlet Baffle �n O LL- I 1 'rc cc�xua LL j I I 2"COUPLIN 1/2" PV M 4" ./2 AIRLINE I &REDUCER 6" 66' l l II co / I I 2"TE ( 1"PVC SLUDG Nt Q 13 .;cr+=a r+_ i 12" RETURN LINE TOP VIEW t�� 2"PVCJ V I II \_ 1 fn ----_ _ --------L---1 L_____-_- TRASH CHAMBER - DIGESTER CHAMBER CLARIFIER Co U OPERATING CAPACITY:474 GALLONS CHAMBER OPERATING CAPACITY:463 GALLONS z' FLOOD CAPACITY:506 GALLONS FLOOD CAPACITY:518 GALLONS 160-GALLONS Z u4S7 C \ = FLOOD:191 GA . CD zr ar«rn Tt1x A�wrms I 65" i � CD + c CD i t ..:r n:m _I _�. _ 54" l I 53" rn 4'UST-A6hai r 1 l '1 1 0 0 3611 0 0 0 4-- TEE 1/211 d 0 O OO .E.12 0.'C C G,F.1223 LZ, P.D U.F. C 627 H.L5. O� 01.3' Ln 1 5I1iTs1 55' 5f' ° ° ° �° t 1211 Lr� CU Add Se01.3 Pump Shroud i Per WA DOH Publication#337-009 1 [ - ________________________________- PARALEL TO TANK WALL ,1 p I 3" SLUDGE RETURN-' .- j 3 O O [l1.5"TAP 2ER e D c-1/? !t!1 I'11 tw 4 s�3 SIDE VIEW All Tanks must be on Washington Dept.of Health registered list of sewage tanks. f-, APR 7 i_ / � All tanks must comply with capacity ratings,usage and limitations on list. 2'n https:/luuw.doh.wa.gov/Portals/IlDocuments/Fubs/33-1-046.pdf. INSTALLATION INSTRUCTIONS ,SON COUNTY ENUkR0N���CNT,�L HEALTH Traffic rated tanks and lids must be engineered by manufacturer or 1)Excavate tank hole with vertical walls to 1 foot IP„`, C0 ncensed engineer, larger than tank on all sides. 9`2,1 1,,'l `'J Install Tanhole s Isaccording tompanufacturersstbe edon. 2)If bottom of hole is stony install 3"of compact - ---- LOWER -- Owner/ If tank hole Is ston or hard an tanks must be bed onto3"sand or pea gravel. sand&level out with Screed. I IA licant: 3)Install tank in center of hole, keeping 1 ft.void "RISEI? (TYP)SECUREDLIDWITHGASTIGHTSL space on all sides. OUSINGCASON TOP OFLI THREADED UNION 4)As tank is filling with water,fill void space with granular(sandy)soil free of large clumps. I I I FINISH GRADE ACCESS RISER N SERVICE 5) Install rest of system, &affix risers to adapters i i i I i i -s" VALVE with waterproof adhesive. I I I I I I oD 6) Perform watertightness test in field as required i i 12"RISER 'I CO -� b local jurisdiction. I I I I Ir 0 FROM SEPTIC I TANK TODRAINFIELD 7 Upon approval to backfill, carefully backfill I TRASH CHAMBER I I DIGESTER I(CLARIFIER O) CO O with native soils overtop Of tank. L—_ J L------------i i_--__ S-. EMERGENCY STORAGE su Final rtace gradet he surface d tace to avoid chanelling - --------- 0 ANTI SIPHON TOP VIEW 0 VALVE• ® ( () HIGH WATER ALARM LEVEL — — —— — — INDEPENDENT C C WORKING VOLUME FLOAT STEM ;' ' LEVEL FOR FLOATeeSEDIMECHECK VALVE• OFESEDPUMP MOUNTING Tank Installation Detain L- NuWater NR ' X SEDIMENTS SUBMERGIBLE CENTRIFUGAL Unit e PUMP 500 GPD Treatment i o PUMP CHAMBER £TYPICAL) LtcENIXEI DESKIINER WA DOH Publication #337-009 *AS NEEDED Fxs owler� X Page 4 of 5 W Low Pressure Pipe Effluent Z11E11Eil W W m I'SIIJ ' L r 36 _System Curve Fittings 36 GPM ITDH(ft) Branch Tees 1 ❑/ Actvonced Trootment Systems By EnvIr -Flo,lno -----±----H IY 32 L.00Elbows 4 T �——2s 16.00; 110.72 • 'Gate Valves ii d7 LL NuWater Control Panel ` .32.000 12.61 Check Valves 1 M 48.00 15.53 O U �•\ T 64.00 ;19.42ii iv M Z 16 ,— — (V `\. 80.00 24.24 -------- \, =29.96 _ I \,\ 4 Flow(GPM)*: 27.43 (0 ❑ 0 TDH(ft)*: 11.96 a U � � •� 0 10 20 30 40 50 60 70 80 90 100 user data p Qc ;2R,,c:; c;ZK,,..4 Flow(GPM) j Pump Specs LPP Effluent Specs ? Curve Models Eq.Flow Eq. Electrical 115 volt,1 Distal Pressure or '4.00 • Head l phase,60 Squirt Height(ft) _ _=Hertz J Total Number of 33 - 151 39.85 13.92 Physical Orifices - c Discharge Size '1.50"NPT Orifice Diameter(in.) ,3/16 LO OO Pipe Size 12.00" GPM 27.43 - Pipe Length(ft) ?100.0000 0 ~O 3 Pipe Type Plastic X a Use Zoeller N 151 Solids Handling(in.) 0_5_ 10.0000 L,J Li Static Head(ft) i �_ Discharge Pressure �0 Feet Z> A Owner/ Applicant PARTS LIST NuWater NR Assembly Diagram j 4A r SETTING PUMP RUN TIME ✓Cp _ A < UA.DUAL P0RTAERAT0R M.POLY DIFFUSER BAR(2) UnITY /-F `:,.� ` ;p B.318"RUBBER 90'W/CLAMPS(2) N.1"PVC(31/2 SECTION) �n✓�✓RO _� � y xi J CO E C.318 BARBEDADAPTORX1/2'NPT(2) 0.1"SLIPCAP Pump On Time:TBD Pump Off Time:4 hrs ��� Nl,�� R.�, _/ J L(") U D.1/2"SLIP X 1/2"NPT ADAPTOR P.1/8"CLEAR PVC HOSE(OPTIONAL 5) `h /`g4. '11/4/ 1 '�/N„- . C Y CO E.1'STREET X 112"NPT BUSHING(3) 0.1/2"PVC PIPE(BY INSTALLER) 45 gal per dose '- iT y F.1/2.90'ELBOW(3) R.1-PVC PIPE(BY INSTALLER) 6 Doses per Day "2 U^)) G.1"X1"X1/2'TEE S.2"PVCPIPE(BYINSTALLER) ' Operating Capacity:270GPD ^' 0 H.1"90'ELBOW(3) 1.1/8'BARBED ADAPTOR TO 114'NPT(2) W 1.2'X1"BUSHING U.1(2'STREET X1/4"NPT BUSHING(2) Set On Time:-Fill pump Chamber 2/3 full of water. 0 O J.2"SANITARY TEE v.lr--PVC COUPLER(2) -Remove end caps from lateral sweeps. (1) = ti� C K Y PVC CROSS W.2 COUPLER(BY INSTALLER) -Run pump and flush all lines.-Put test caps on end of sweeps. �9 q, O 0 L.1"COUPLER(BY INSTALLER) -Measure and adjust(if necessary)Squirt height. o Fa C it, 2/25/12 -Remove test caps and install screw caps on sweeps. F -Measure pump Chamber liquid level. S X 0 -Run pump for one minute. 0 1_ -Re-measure liquid level in pump chamber. • A C > -Calculate pump on time to get 45 gal dose. �rc/w Co 2 UBOEGNER Screw All Lids Down E70_lIEB:WI4612L Page 5 of 5 INSTALLER GENERAL NOTES NOTICE TO PROPERTY OWNER W This Septic Design has been created based on the most current regulations found in the DIfli - Contact Designer at least 24Hrs Before install. o o Washington Administrative Code, Chapter 246-272A, and the Standards and Guidelines L - Drainfield may only be installed in dry weather conditions adopted by the Mason County Health Department, all of which are toprotect public N LU M CD - Installer must divert all stormwater away from all septic components P P - Drainfield Must be dug Level and Accurately. health. -Drainfield Must be dug with toothed bucket and hand rake bottoms and sidewalls to loosen soil. - Disturb as little native soil as possible when and if clearing is needed. The property owner is aware it is the property owner's responsibility to obtain all rn O - Use tracked vehicles and equipment to build drainfield. necessary county, state, and federal permits before the commencement of any r- - It is advise to place a rebar stub near observation ports and valve boxes for future locating, development of this property or the installation of the On-Site Sewage Disposal System rn IL -Threaded caps at end of laterals should extend within 6"of top of access. (Septic Project). 4 O -Tanks Must be on certified list of approved tanks from DOH co I- -Tanks are to be Bed onto 3" of sand or Peagravel or to manufacturer specs. a) - Installer may use equivalent products meeting same standards with Owner&Designer consent Neither the Designer, Micah Halverson nor the Mason County Health Department are �M U -After squirt test has been performed a draw down test in pump chamber is needed to establish responsible for any disputes which may arise between neighbors, or contractors, N ZZ pump run time. subcontractors, suppliers, and engineers that are chosen to work on the Septic Project. -This System must be installed and maintained according to Manufacturer Requirements If this land is in a development that has a Homeowner's Association, it is the property o = and installed by certified NuWater Installer owner's responsibility to review and discuss with that governing body if the Septic P - Emergency Disconnect and Pump Controls Require L&I inspection and permit Project is subject to specific protective covenants, restrictions, rules, or regulations that a U -All Electrical wires should be placed in conduit and No direct Bury wire should be used would prevent the installation of the Septic Project. -Contractor is responsible to get underground utilities located before construction z -Place all components according to this design ° o -All Materials and Workmanship must meet county and state regulations The Designer, Micah Halverson, and the property owner(or the person representing to — co - Deviation from this design without approval from designer will make this plan null and void. the Designer that he/she is acting as agent for the owner)have signed an employment - Designer May have additional Charges for redesign work and final inspection contract, whereby the Designer has prepared a septic design for an On-Site Sewage -Owner is responsible for all permits and fees including any HOA/covenants rules,fees and any approval Disposal System for a residential dwelling on the land described herein. process required. Co - Designer requires"Owner"to approve the installation,methods and components used by installer All additional work by designer is subject to additional payment. Additional Work before final approval by designer. includes site visits, revisions, record drawings (aka Asbuilt), consulting with owner's Co - Installer must follow all conditions from Mason County engineer, project manager and/or county officials. Designer does not warrant his work to ,n m -Reference additional design form attached to this design. Owner's transferee or buyer. o -For any questions Please contact Designer at 360-490-6365 O Cl x CL The property owner shall be responsible for establishing all property lines, easements o and if an easement for any septic drainfield, tanks, pipes ,wires or ingress/egress, a= NuWateci r establishing/locating the boundaries lines of that easement. Maintenance Requirements ' — "°" .C Ongoing maintenance contracts are required for advanced treatment. The installer of an OSSDS shall The property owner shall assist designer and installer in locating all known wells C W either include the first two years of maintenance with the price of the installation,or as an alternative, surface water, critical areas and buffers within 100' of the property. arrange for the maintenance to be provided by an approved 3rd party maintenance provider.This must be spelled out on installation contract.Maintenance provider shall keep records of,and submit maintenance The property owner is responsible for all costs associated with the employment of Owner/ reports to the permitting authority and the owner of the system. After the first two years,the system contractors and those materials/components used in the installation of the designed Applicant: shall be maintained at an annual interval. septic System. Maintenance Duties: Designer does not guarantee water adequacy from proposed well location or depth of O . E well to water source. Owner and well driller are responsible for final well location. J o0 0 1.Remove filter element from aerator and clean with soapy water. Dry and replace. J i.n v 2.Test high water alarm and low air alarm for visual or audible warning function. inspections as adopted 0 responsible for all future maintenance and owner is prop erty Co 0 3.Check components for buildup such as ant beds or grass.Keep all vents clear of foreign materials. The l) C o 4.Perform sludge measurement in trash tank. Arrange for pumping if within 12 inches of outlet(more by Mason County Health De_par#nejit#� .— than 24"total sludge depth). o 5.Observe performance of digester,check for consistent,even rolling pattern of wastewater. { ` ® 6.Perform settled solids check from digester. Have tank pumped if settled solids reach 40%. A! APR _;.C? r . 7.Perform visual check of discharging effluent for clarity,and check for rotten egg odor,which would �� _ Non survey equipment was used to determine if U) signify improper treatment of wastewater. �a N UNTY ENVIR0Ni��ENe`�pPoposed site would be suitable to support an rn a�i 8.Ifs stem is equipped with UV light,check and replace bulb if required. F p ;1 On-Site Sewage Disposal System. The following i -0 ypequipment was used to prepare this septic N 9.Test operation of sludge return by temporarily switching blower to"manual"on the unmarked switchP P P > X 0 inside the cover. Stand back from the return inlet to the trash tank,as there can be a small splash upon design: Kubota excavator, Spectra Precision0 startup of the recirculation. Check for consistent flow intermixed with bursts of air. Be sure to switch it Laser level (model#LL500), Komelon Steel CO pp b+ Tape (model#N5300, Stanley 30'tape, Suunto = back to"auto"when done,and observe the digester diffusers resume their airflow. i�±twwie tea+ o ca 10.Inspect remainder of disposal system per county requirements,including but not limited to: u of Tandem Clinometer and Compass, and a Keson d = Test pump discharge rate,test alarm,inspect disposal field,flush lines if necessary,etc... pD &ow/o12L Wheel Tape i design:RR319N).1f Architect . Software used to prepare this Chief Architect Premier. "Vertical Datum:Assumed"