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Home My WebLink AboutSWG2025-00201 - SWG Application / Design - 5/29/2025�rlr■Ir■r■r _ ..�� i MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 1. BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00201 APPLICANT GRUBER JEFFREY L&JEANNIE Phone: 360-490-2408 Address: 2032 EXCELSIOR DR SE OLYMPIA. WA 98501 OWNER GRUBER JEFFREY L&JEANNIE Phone: 360-490-2408 Address: 2032 EXCELSIOR DR SE OLYMPIA, WA 98501 SEPTIC DESIGNER Paysse, Alex L Phone: Address: 3083 E Mason Benson Rd GRAPEVIEW, WA 98546 SEPTIC INSTALLER TBD Phone: Address: 123 XXX XX, XX. 00000 Site Address: 561 E Country Club Dr E Primary Parcel Number: 321046000008 Upgrade: 3-bedroom NuWater BNR500 ATU pressure system with Permit Description: subsurface drip drainfield Permit Submitted Date: 05/29/2025 Permit Issued Date: 07/02/2025 Issued By: David Anderson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/30/2028 (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: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY A •‘' MASON COUNTY DATE RECEIVED 0. _ - 2q- 2 )t c Cl) )k (,) › f1 AMOUNT RECENED;,66� RECEIVED RY. CO CA m 1 Public Health & Human Services 11(■� Cl, Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C 0 415 N.6th Street •Shelton,WA 98584 S W G 20Z/ — CO2.O I O xi Z Cl) ON-SITE SE '► SYSTEM APPLICATION D > c---__ m n APPLICANT PHONE m JEFFREY GRUBER 360-490-2408 z c MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE 0 g C:Z2032 EXCELSIOR DR SE OLYMPIA WA 98501 m 73 SITE ADDRESS-STREET.CITY,ZIP CODE C/ '. %-I 581 COUNTRY CLUB DR e�('/ !Q UNION WA 98592 �"' NAME OF DESIGNER `/ •C • PHONE IN) ALEX L. PAYSSE cJ 360-507-1546 NAME OF INSTALLER WO PHONE I v TBD PERMIT MIT TYPE(select one) DRINKING WATER SOURCE to I O IVt RESIDENTIAL OSS COMMUNITY OSS i(1 COMMERCIAL OSS I5 PRIVATE INDIVIDUAL WELL S PRIVATE TWO-PARTY WELL Z I -r. TYPE pu OF WORK(select one) yp PUBLIC WATER SYSTEM ALDERBROOK NEW CONSTRUCTION/UPGRADES 1=1 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR 16) :s' TTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE pMI' SUB I§DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 411/20257 0 5WAIVER(S)(IFAPPLICABLE) 3 0.32 0I ❑ YES 0 NO X I O DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate) NORTH OUT BROCDALE AND ONTO MCCREAVY RD. FOLLOW TO ALDERBROOK, I O RIGHT ON MANZANITA. TRAVEL THRU ALDERBROOK AND TURN LEFT ON FAIRWAY 1- I o LANE. AT STOP SIGN TURN RIGHT ONTO COUNTRY CLUB DR. SITE IS ON LEFT, PDI o SIGN POSTED. I o SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE --- UPGRADE/FAILURE SOURCE(for reporting purposes) 1 ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE CI COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS 5 S 4 T J y;9 1611 1 ,r I PVC fv�tmj COMMENTS/CONDITIONS . Tffp,e-L.,�t Vc�uterrrpe 31 17 o VL C� �a> ^ 1 IV ut 73 mot ei l -, N Z: d-vf" vci t Vh irij i I1,s.--:0- r T t 1 vtl t-i''cit S b ►a- nit a f- t qr' -i l 1 Ttt3:o- 10 V6tYltac 14st a i Iv- Li frl RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSP TOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATI A PROVED/ISSUED BY DATE 67 V 201 f (750 ZS- 71oz ? 7(?(70 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 e DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 — 6 0 — 0 0 0 0 8 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. '"Cross-section sketch, including all applicable items on checklist. This form may be scanned and available for .ublic view on the Mason Coun Web site.Maximum lager size: 11"X 17" Permit Number: SWG 2o25 - 002 01 Designer's Name: ALEX PAYSSE JEFFREY GRUBER Designer's Phone Number: 360-507-1546 Applicant's Name: Mailing Address: 2032 EXCELSIOR DR SE Designer's Address: 3083 E MASON BENSON RD OLYMPIA WA 98501 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email ap4pioneer@yahoo.com DESIGN PARAMETERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU NUWATER LJ Other � Treatment Level(check all that apply): ❑A 0 B 0 C 0 BLI l►7�BLr2 ❑BL3 O E D N Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed 11 Sub Surface Drip i Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 360 . Schedule/Class NETAFIM 1 Daily Flow: Operating Capacity 270 gpd Length 90 ft Daily Flow: Design Flow 360 - gpd Diameter 1/2 in Septic Tank Capacity(working) BNR 500 • gal Number 5 Receiving Soil Type(1-6) 3 . Separation 1.5 OC ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices 450 EMITTERS Designed Primary Area 675 ft2 Diameter .42 GPH in Designed Reserve Area 675 ft2 Spacing 12 in Trench/Bed Width 15 ft , Manifold Trench/Bed Length 45 ft , Schedule/Class SCH.40 Elevation Measurements Length 15 ft Original Drainfield Area Slope 2 % . Diameter 1 in New Slope,If Altered 2 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 6-7 in Transport Pipe z from Original Grade Down-slope 6-7 in Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length <20 ft Gravel-based Drainfield Required? 0 Yes 0 No ✓ - Diameter 1 in Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 / Diff. in Elevation Between Pump&Uppermost Orifice 7 ft Dose quantity 30 gal Drainfield Squirt Height/Selected Residual(head) NA ft Chamber Capacity(flood) 1500 gal Uppermost Orifice el Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 11.2 gpm. Di Timer g Elapse Meter Ig Event Counter ' Calculated Total Pressure Head 89.9 ft If Timer: Pump on 10 MIN ,Pump off 1.8 HRS Comments Revised:4/14/2025 3 I DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 4 — 6 0 -- 0 0 0 0 8 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 10 Test hole locations Gd Drainfield orientation and layout Reference depth from original grade: I Soil logs g Trench/bed dimensions and g Septic tank Pi Property lines critical distances within layout g Drainfield cover 6I Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property [id Septic tank/pump chamber and restrictive strata: 0 Measurements to cuts,banks,and locations gf Laterals,trench bed,top and surface water and critical areas [21 Observation port location bottom 611 Location and orientation of 621 Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: g Location and dimension of g Lateral placement with distance l Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 1 Buildings Audible/visual alarm referenced Yes No 6Zi Direction of slope indicator l Scale of drawing shown on scale g 0 Design staked out g Waterlines bar 0 M Recorded Notices attached 61 Roads,easements,driveways, Cl Elevation benchmark and relative 0 g Waiver(s)attached parking elevations of system components 121 0 Pump curve attached 61 North arrow and scale drawing 0 Il'Evaluation of failure shown on scale bar Non-residential justification ❑ iI Waste strength ❑ l Flow DESIGN APPROVAL The undersigned designer must e otifi installer at time of installation g Yes 0 No s_A, z,_ Signat re of Designer ate The undersigned has reviewed this design on behalf of Mason County Public Health and determined e ll ,,r,m,,,, compliance with state and local on-site gulations: 7(2 70ef ,fAS JUL 0 2 ^5 En i onme al Health Specialist Date N�°AtryEh, /fi, ,''''VITAL 1;?- CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDQ IEbN: ✓ The design is stamped"Approved" by Mason County Public Health.✓ ��ie 7z0 ?� 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 7 LARGE FIR TREE 100% RESERVE AREA (675 SOFT) L...... NUWATER & PUMP I CO 0 0 1 TANK LOCATION -- --_ 00 I N_.. _________. �1;ii . ,_ .. , 1 PROPOSED 3 BEDROOM r. OPTIONAL I • - DRAIN FIELD (675 SOFT) RECONFIGURED PATIO I SUB-SURFACE DRIPFIELD OUTLET OF HOME 4"3034 SEWER LINE EXISTING HOME I I L. I EXISTING TANK & I INSTALL 4"SWEEPING DRAINFIELD: PUMPED & I / CLEANOUT BETWEEN ABANDONED PER CODE TANKS & HOME OUTLET II I ' I 1 ote 7, I PRESUMED WATERLINE LOCATION. IF CROSSED W/ SEWER LINE, SLEEVE I & INSTALL PER PIPELINE I 1 SEPARATION GUIDELINES 411 > L i ff __.... .... _______. .... • .+f APpRovED ►� '0S E COUNTRY �� ..: +Ito JUL O 2 CLUB DRIVE E 2025 ,y�' , f `j'��"+�IyCt3UIVi'YENvIr �_ E.ULOI.Prs •5E +1 G.r,r�ChlAL HEALTH 1•' 'I 1 N `„ DJA 1 Yy,.. N AN ASBUILT/INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION .l1 I��I\1LIZ: �(�� TEST HOLE I: TE T HOLE 2 TEST HOLE 3: TL.�I HOLE 4&5: PIONEER DIGGING, INC. PARCEL#:3 04' 8 20+11I.1;R-20 22+TILL/R-22 •}fir;1/R-9 0-18+1DU( H.I1 SEPTIC DESIGNS ADDREss: 581 COL[NTRY CLUB DR •�,T till-NKr) DESIGNER: ALEX L PAYSSE OISCWMER:THIS IS NOT A SURVEY. REFERENCES INCLUDE APP{ICANTMAUNTY PROVIDED 3083 E.MASON BENSON RD. GRAI'EVIEW,WA 98596 PLATS OR SURVEYS.FIELD MEASUREMENTS ANDCOLAV Y GIS DESIGN INTENDED FOR SEPTIC OFFICE-361.}4261803 FAX-360-427-2353ry vEPAH ME ONLY PROPOSED DEVELOPMENT MAY 6E SU&IECT ROE o OTHER �I I I f.T: SITE PLAN SCALE r=�V SEPTIC COMPONENCY RENEW DES GNER NOT RESPONSIDLE FOR SETFw VS UNREIATEO TO SEPTIC CgMPONENf$ .[ (.,„: 100% RESERVE AREA (675 SQFT) I --i-, O 1 j__ 1 A 67'-6" I NUWATER & 1500 GAL. PROPOSED 3 BEDROOM I PUMP TANK DRAINFIELD (675 SOFT) I SUBSURFACE DRIPFIELD: H EADWORKS 450 LN FT/ 450 EMITTERS 1" SCH. 40 (TYP) 1.5 ON CENTER/ 5 LATS I 0 wv I 0 fil 0 '- n_S\, 5 — rearaiiiii I O p UiiTh , 111 AMU I 0 45 0 AIR/VAC I RELIEF (X2) 0 TOP OF t-- ' PATIO 6 I OPTIONAL RECONFIGURED REMOVE PLANTINGS AS OUTLET OF HOME NEEDED, BE CONSCIOUS .. OF FUTURE ROOT •; : 'r Y' �!� INSTALL 4"SWEEPING GROWTH % 2 I CLEANOVT BETWEEN APpR , .�' ►,,►, , lt i TANKS & HOME OUTLET °; i i .� ► acme • ► ALIEN LOUIS MIME MASON p pN JUL �2 Zd25 f• •7 Apar sm_N . ►1 4"3034 SEWER LINE Nn'ENVlRpNm °� IIII 1 DJA ENTqL HEALTH AN ASBUILT/INSTALL SIGNOFF FEE WILL I I I BE CHARGED AT TIME OF INSTALLATION Lust J:ti1ER: JEFFREY GRLBER 1 I`I 1.-• I: 22 -: z: i I>i 1101.1 3: i I i i�011 �t 5: PIONEER, DIGGING, INC. PARCEL silo�a0000s (1_ (l 1)11(;1101 6t1711/R20 22+I111/R?2 9+Ti[1/R9 l}I8+<1 SEP I lC DESIGNS ADDRESS: 581 COIAITRY CLUB DR (NOT urr�[s[.r; I 3083 E MASON BENSON RD. GRAPEVIEVv',WA 98596 DESIGNER: AM(L PAYSSE MUMMER THIS. NOT A SURVEY.REFERENCES INCLUDE APPLICDESIGN INTENDED FOR SEPTIC PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER P OFFICE-36l}426-1803 FAX-360-427-2353 SHEET: DF DETAIL SCALE =10f DEPARTMENTIAGENCY RENEW.DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS PRIPLINE —\ 6"-8" INSTALL DEPTH 0 0 ��!\�!\�!\�!\�1��!\�!\�!\�!\�!V j\\!\\'\\'\\!\�!\\!��!\�!\�!V \��\\��\��\��Q��\��\��\��\��\\��\��4 \\��\\��\\��\\��\\��\��Q��\ ��\��\��\��> .j4�j�\��\��\��•��j� �\\.\- ••••• / FLEX TUBING (r.,==. 0 0 0 0 DRIPLINE \-- 1 SCH. 40 6" ICV BOX TO AIR/VAC FIN. GRADE ---\ RELIEF VALVE OH D Fowler Company Continuous Flush Headwork Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: 3. .; leMIMIEMEM . • Onsite wastewater drip dispersal systems F„h' Reuse applications including municipally treated effluent designated for Irrigation and `/ br�• rlin' P • other disinfected and non-disinfected water ��4,4001� ��{..�.�� , sources ,i.. *S -{iyr{�:�* • • In a treatment system such as an ',Jr'.,4444�+./r{<:��0� ��I�+ nterm ttent sand fi11er or mound system ED' 1.1 'rJw. ,. {� ��{ ��I�:I�{•i..: Rainwater harvesting systems � •. t�:��{0iI�M{ tip./�Z�: • Greywater systems i�.{�� {ti{.;��{� .:�M{��.�.: • Wherever effective removal of debris is �� required t :�L� ��•iy�I•{!�i�/ ▪ Typically installed downstream of treatment ,yam process when used with onsite effluent • Can be used with domestic strength septic .... tank effluent with proper design and ar operation The PUHEADWORKS4 Comes , Standard in a 24"Riser /arT ',� i /n S_1 r�� ` ` • •,�•�',+�� JUL 0 2 2025 TM �_�: _ NETAFIM • •,. i NMENT ��" y sumo e MAsocl c0U!:n ENviJP GROW MORE WITH LESS • ALE II LOU P*V5 C,!A AN ASBUILT/INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION CUSTOMER: 04-60-JEFFREY GRUBER I'FST IIOIF.k TEST HOLE 2 TEST I TOLE 3: TEST HOLE 4&5: PARCEL# 32104-60-00008 o-zo<l: 22+as u, 'I i1 vD DUG 1101.1 PIONEER DIGGING, INC _0+T111,R-20 22+Mt/R� „wR� I ��: SEPTIC DESIGNS _Il ADDRESS: 581 COUNTRY CLUB DR (NOT SUITABl E) 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGN-R: ALEX L PAYSSE DISC Liu/AM THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PATS OR SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS.DESIGN INTENDED FOR SEPTIC OFFICE 36(}4261803 FAX 360 427 2353 PURPOSES ONLY PROPOSED OEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY MENT/AGENCY REVIEW DESIGNER NOT RESPONSIE E FOR SETBACKS UNRELATED TO HEFT: DRIP DETAILS SCALE NA SEPTIC COMPONENTS DUAL PORT AERATOR 4'CLEANOUT3 FT• /S LID VENT �D�Ip WTIHNNER CARTFICIALOMMENDS I ROCK LOR NOVSINLING AIR C ERABOVEGRA"vE FROM FOVNOAT: 2.'CAST IN RISER W/ / WATERTIGHT LID AND SCREWS -IttP)1 _ Q- 1/41v1/2'PVC AIRLINE 45. SANITARY TEL TT— '�T7 •� "T- �MATTIC ' COVPLIKfNG 1 t 1 • R� �F I \ ■ - 2'kREDI • 1 l I N.E L:� - 1 ::?LET TO DRAINFIELD r U. WATER TIGHT— • •/ (--, \ FLE(IBLEFITNG TEE , `WATERTIGHT '. �� FLEXIBLE FITNG 1 DIGESTER C^.ti•19:c ?VC OPERATIN.. FLOODC A.. . TANKS MUST BE TRASH CHAMBER y. OPERATING CAPACITY 463 GA. FIOODCAPACITY SOSCALLONs ON STATE DOH ; .i APPROVED LIST NUWATER MR 500 `•' - OF SEWAGE TANKS • o •o • 9 ..., •• DI}FUSER BARS a) • .. O PARALLEL TO TANK WALL PUMP TANKS OVER 0 SwccERE .I• 1000 GAL. REQUIRES • o 4 • USE RUBBER TWO ACCESS RISERS GROMETS FOR %•'•• • • *• • TRANSPORT LINE TO GRADE • .. . �• . • • ' AND ELECTRICAL ON RISERS. MAKE PUMP TANKS SURE ALL HOLES LOCATED AT HIGHER ARE WATER-TIGHT ELEVATION THAN NUWATER CONTROL PANEL DRAINFIELD MUST I 24"RIBBED RISERS HAVE ANTI-SIPHON l r IN/WATER TIGHT LIDS DEVICE INSTALLED. i T l , i FINISHED GRADE ELF:'Ps':'AL WORK DONE 6 � F. �`1,ED ELECTntOAN TRANSPORT LINE -a— Tm -":------ RUN DRIP RETURN '• rIl LINE INTO PUMP •I. TANK RISER INLET APPitfc V UNION & BALL VALVE _ ' d' LLONWATERT/GHT CHECK VALVE WATER-TIGHT 1500 GA )OI NTS CONCRL/.PUMP TANK JUL 0 . 2.025 (28.5 GAL. /IN.) MASON COUNTY ENV', y MENTAL HE;LThH IGH WATER FLOAT FLO-I N DUCER II DJ '• �' ON/OFF FLOAT a t USE TANKS FITTED in IL :' W/CAST IN WATER ��•�!" ,� J _/ /� ^ TIGHT FITTINGS FOR • f� • PUMP: ORENCO PF_2010 'i ` i �# '� (OR — INLET/OUTLESAND �1�'. CAST IN RISER :Ea i,aexs �' t. .;: _ _ '•`•:%.'.:•. . : : - _ .. _ .., .. . ADAPTERS TO yr AIEI Roue PJ1rssE f ENSURE WATER fw' ' 1 N TIGHTNESS CUSTOMER: JEFFREY GRUBER SCALE:NA PIONEER DIGGING, INC. PARCEL#:32104-60-00008 INSTALL TANKS ON ORIGINAL OR SEP I IC DESIGNS ADDRESS: 581 COUNTRY CLUB DR COMPACTED LEVEL SOILS. RUN CROSS 3083 E MASON BENSON RD. GRAPEVIEW,WA 98540 DESIGNER: ALEX L.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO OFTICF-360-426-I803 FAX-360-427-2353 DESIGN PAGE TANKS DETAIL AVOID SETTLING. 400 1 i t ( 1 1 Orenco Technical Data Sheet PF20 series,60 Hz.0.5-1.5 hp PF-Series Submersible Effluent Pumps: 350 IP S _ - ._ _ _ ---- T. _• 1-Phase,60-Hz,4-inch (100-mm) win 7 4,pHcations Features/Specifications ,tit t ; roue Sores a rot Orb emu:Amon*lOcal P.nos en• -........ ........ s,,... .:.vrMmbnop ,` a�ie7 m Minotdamn fmT en RS muta In •Mrnun 2+tiu,nn dryy toes ern wet ra On..J Y Isli t coot tans a mvq tans Pete nose are cawul,a d e. a Ron Mt a peA am• [ .. _.- .I. re ki tmoeali tCma,worn. neyt rbn am mpU.t petals.aM •le H 3 esrO trans atavism. rarmtu:a:N raw C • Pfaiti I a rr nus a6•emmm.n s l� om,k, Sla U.cenbm al US all Uukw:swan sew.,kr M. Wb;Meta,WO lour. ee�m as relate n tide. 1mn cost el newt* r� •1e sue..-Aola node often m 1020.a1300;e 06.13 �- •n .. II Na.. I f'Srna;mis a,>�b a rarity a atpuitrm araary arna aN e 9 t.vro rmMs soanN shad.6eaT m Saw 15 min r3.a ca aaAObe taade0 no taws crumb amen tits.Meerr m co awn to.o ary OW*sewer,wearM:pcou aN inure These :d t7 rota nmw �� IIIIIILII1II1 • eon.abanornaaaa.x..43 eari4rr remra tn. b0014*WWI 300 V •ilia S70W It001 order cable Int.l M 25f St2 uses Ia AY.1: SJOOY4 700 Y cad -Owc`erp.Tn..�, ■ 111111111111 , �. Standard Mode' ▪E 150 et --- .a a s�wr4 wtcs k."� 1111111111n111 II + ProductC' ,1+ kn.amr PF !iT• • .11 az• '°° u T�'r5Zio . �-r 1 • n 1 . •yr�r50 � ` i;,fit, ' Ioi I I i `? Name A..�1 y 0 5 1'0 15 20 25 30 35 40 ""` f" f I ours v�rssF 1, • Flow in gallons per minute (gpm) I-;yenta,. System Data Input Calculation Outputs Galons Per Day 360 Total System Information Application Area Requred(square Peer) 675 Sod Loading Rale(Gallons!Sq.Ft./Per Day Pep; 0.533 Total Amount of Bwkne°Required(feel) 450 Total Number of Emitters in the Ddpfiek 450 Select Emitter Flow Rate(GPI-6' 0.42 Zone Information Select Emitter Spacing(inches) 12 Number of Zones 1 Amount of&cline°Per Zone(feet 450 Flush Vebcily(fps). 2 Number of Emitters Per Zone 450 MI tmun Number of Laterals Per Zone 2 Assum•tiOnS Maximum Number of Laterals Per Zone 6 �Q Estimated Pump Flow Rating(GPM) 12.1 Number of Laterals That WO be Used it, 6 aA Maximum Length of Biotin°Laterals Based on hlet Pressure 221 hlet Pressaae(psi) 26 Flow Rate Per Zone(GPM): 3.2 Holding Capacity of Dnppenme Per Zone(Gallons) 6.0 Intel Pressure(Feet of Head) 57.8 Additional Flow Requirement to Accommodate Flushing Velocity 8.0 Row Spacing Between Dnpkrres(lee; 15 Holding Capacity of Piping Holding Capacity(Gallons)of Supply Line&Supply&Flush Manifolds 1.3 Number of Zones 1 Holding Capacity(Gallons per Zone)of Blaine. 6.0 Holding Capacity(Gallons)of Supply Line Manifolds and Dnpperine 7.3 Hoes Per Day to Use for Dosing.. 24 Head Loss Data-Dosing&Flushing Cycle Elevation Change horn Pump to Dose Tank Outlet(feet) 5 Friction Loss per 100(psi)in Supply Line&Manifolds 2.9 • Velocity dy 4.1 Elevation Change from Dose Tank to Dnp Field(fee; 2 Friction Loss in Sappy Line&Supply Manifolds(psi) 0.9 Friction Loss in Suppy Line&Supply Manifolds(Feet of Headj 2.0 Length of Supply Line&Supply&Flush Manfolds(lent) 30 Additional Pressure Required for Return Marifokf and Piping to Tank(psi) .=10.0 1 Additional Pressure Required for Return Manfold and Piping to Tank(Feet of Head) 23.1 TDH(Total Dyrankc Head)in Feet of Head 69.9 Type of Pipe-Suppy Line&Manifolds PVC Sch40 Control Settings Information Total System Runtime Per Day(Mimes? 114 Size of Supply&Manifold Pipe(indresj 1 Total Runtime Per Zone Per Day(Mimes) 114 /. . - _ _ Total System Dosing Everts Per Day, 12 Pipe Roughness Constant t 160_ J, r'e'b 7Th Runtime For Each Dose(Mimes) 10 ``jr a t) }7 pp i Oft Time Between Doses m the Same Zone(Hours to nearest O t j 1.8 Inside Diameter of Pipe(inches) 1.049 `lull- 1s ��000 Miscellaneous Information Number of Daily Dosing Ewes Per Zone l2 �II/A1rY1 ��1jOv Dosing Volume Per Emitter Per Dose(galbns: 0.07 J L 0 2 / '25 Inches Per Week of Dosing• 5.99 Volume of a Single Dose(gallons) 31.6 MASONCO.:. Pump Selection -. -AL HEALTH Pump Flow Ratirg(GPM) 11.2 Save to File TDH(Total Dyran9C Head in Feet ofHeadj 99.9 LJ Pump Manufacture niii Pump Mode PIONEER DIGGINC, INC. CUSTOMER: �G8UBEREL1 SEPTIC DESIGNS ADDRESS: 581 COUNTRY CLUB DR 3083 E MASON BENSON RD. GRAPEVIEW,WA 9)5* DESIGNER: ALEX L PAYSSE OFFICE-360426-I803 FAX-360-427-2353 SI IFf r: CALCS SCALE NA Installation & System Notes 1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids, transport line, drainfield, and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. 2. This septic design must be installed by a certified installer with the local health department. All components shall be installed according to state, county,and manufacturer requirements. For Homeowner Installs,the owner must get approval from the designer and local health department prior to attempting installation. 3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately. 4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot developer,or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void. 5. The property owner and installer are responsible for locating all underground utilities (ex. water,gas, electric) prior to installation. Any utility locations shown within design drawings are likely approximate and may not be exact. 6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and maintenance. Component manufacturers (ex. ATU, Glendons,) may have other requirements not listed within this design. 7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor and Industries. Designer not responsible for electrical permitting or other electrical specific code requirements. 8. The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet weather conditions may render this design void. 9. Maintain loft to waterlines with all septic components. If less than 10ft is required, sleeving in sch. 40 pvc is required. If sewage transport lines and waterlines must cross, waterline must be 18" above sewage line with one of the lines sleeved in sch. 40 pvc 10ft in each direction of crossing. 10. This design may include waiver applications with specific mitigation measures pertaining to installation,operation and maintenance of the proposed components. 11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain, foundation, perimeter drains shall be installed 30ft downslope and loft upslope of drainfield areas. 12. This design is site specific and intended to meet state and county requirements that are related to the system components being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings may or may not meet other requirements. 13. All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance information, refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval. 14. System owner should be cautious of landscaping around septic components. Root intrusion JUL 0 2 z025 can cause premature failure of the drainfield area. In addition, bushes and trees should b�`¢i31J'COUNTYENVIRO ';� away from lids and other septic maintenance points. ."11 ENTAL HEALTH 15. Changes made at time of installation may impact designer calculations, pump sizing,and • compliance w/county and state requirements. Contact designer prior to install w/any �� , proposed variations from design. Changes may result in additional fees and permitting. 40 : • gal:I O�`1LR: JEFFREY GR.UBER ,4�S' � + PIONEER DICING, INC. '• � PARCEL#:32104-60-00008 - •• V+ SEPTIC DESIGNS ADDRESS 581 COUNTRY CLUB DR , imam t" ALEX LOUR NOW 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ALEX L PAYSSE OFFICE-360 426-1803 FAX-360-427-2353 SHEET: NOTES SCALE NA