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HomeMy WebLinkAboutSWG2026-00199 - SWG Application / Design - 6/24/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,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: SWG2026-00199 LO y/ v'fl' APPLICANT JAY ERIC Phone: Address: PO BOX 327 MATLOCK, WA 98560 OWNER JAY ERIC Phone: Address: PO BOX 327 MATLOCK, WA 98560 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION,WA 98592 Site Address: 50 E EAGLE RIDGE DR Primary Parcel Number: 320087590037 Permit Description: New 3bd ATU to pressure trench Permit Submitted Date: 06/24/2026 Permit Issued Date: 06/30/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/29/2029 (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 Drainfield 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. • I OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: ® O�T C Cl) AMOUNT RECEIVED: RECEIVED BY: W (1) Public Health & Human Services Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 rr^^���Qdn 415 N.6th Street-Shelton,WA 98584 S\dn®G a V t/ib — c. rj 0 Cl) ON-SITE SEWAGE SYSTEM APPLICATION m n m APPLICANT PHONE r Eric Jay (360)229-1377 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE n n n03 Matlock WA 98560 m P.O. Box 327 N SITE ADDRESS-STREET,CITY,ZIP CODE cv WA 98584 50 E Eagle Ridge Dr o Shelton NAME OF DESIGNER PHONE I IV Arrow Septic Designs, Inc Z (360) 898-2255 NAME OF INSTALLER PHONE Q I Co N PERMIT TYPE(select one) DRINKING WATER SOURCE I �1 O 93 RESIDENTIAL OSS COMMUNITY OSS LkOMMERCIAL OSS PRIVATE INDIVIDUAL WELL p.ll PRIVATE TWO-PARTY WELL Z 100 TYPE OF WORK(select one) PUBLIC WATER SYSTEM NEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE SUBMITTALS O I � RIDESIGN FORM(REQUIRED) i1 aSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? 1 1{WAIVER(S)(IFAPPLICABLE) 3BR 1 ac ❑ YES ❑✓ No I (O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) Head toward W Alder St and turn (L). Turn (R) onto East B St. Slight (L) onto N 13th St. I o Turn (R) onto E Johns Prairie Rd. Turn (R) onto E Hiawatha Blvd. Continue straight onto E o I Eagle Ridge Dr. Destination 2nd lot on (R).after stop sign...Steep driveway. -+ I w 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) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS I CONDITIONS Tk* O ' 7/ Oc1 ' U 1 l I'�j Y R-I,/� "1 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. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP&ICATIONAPPROVEDI ISSUED BYui izAiz /z1 DATE THIS FORM MAY E SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE / ;A.ssessor's Pa cel Number: 3 2 0 0 8 - 7 5 - 9 0 0 3 7 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. d 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 Count--Web site.:l�axiranm paper size: 11 X 11" Permit Number: SWG � Designer's Name: Arrow Septic Designs Inc ���- � r (360)898-2255 Eric Jay Desia er's Phone Number: Applicant's Name: 171 E Vuecrest Dr P.O. Box 327 Designer's Address: Mailing Address: Union, WA 98592 Matlock WA 98560 City State Zip aula CIC.com F J@ � P _7.i Des�sner's�ma�l State -- - ----- -- --- -_ - -p Treatment Device ❑ Glendon ❑Sand Filter O Mound O Sand Lined Drainfield 11 Recirculating Filter 0 ATU NuWater BNR-500 U Othesroo gallon pre trash tank Treatment Level(check all that apply): DA O B DC D.BL! - D BL 2 D BL3 Os ON Drainfield Type ❑Gravity 'Pressure C Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfl€ld Specifications Laterals Number ofBedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 38 ft • Daily Flow:Design Flow 360 bpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal': Number 4 Receiving Soil Type(1-b) 3 Separation 9 ft Receiving Soil Appl.Rate 0.8 . pd/ft' Orifices Required Primary Area 450 ff Total Number of Orinces 32 Designed Primary Area ^56 f : Diameter 3/16 in Designed Reserve Area 456 f[ Spacing 60 in Trench/Bed Width 3 ft ' manifold Trench/Bed Length 152 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 12 % Diameter 1.25 in New Slope,If Altered 12 % Preferred manifold configuration used?? gYes ❑No Depth of Excavation Up-slope 13 in Transport Pipe from Original Grade Don-slope 9 in Schedule/Class 40 Designed Vertical Separation 14+ in Length .250 ft Gravel-based Drain field Required? D Yes No Diameter 2 in Pump Required? 6 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice -20 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 fr Chamber Capacity(flood) 1,000 gal Uppermost Orifice O Higher C'Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 18.88 gpm If Timer 0 s apse Meter ❑event Counter Calculated Total Pressure Head 4.43 ft .If Timer: Pump on 2 minutes 7 Pump off 6 hours Comments APPROVED l Ihl n 7nH MASON COUNTY ENVIRONMENTAL HEALTH Revised:4/14/2025 RET r r DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 0 8 - 75 -- 903L 0. 3 L ' Permit Number: SWG DESIGN CBCI CKLtSTS _ Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 56 Test hole locations Drainfield orientation and layout Reference depth from original grade: 66 Soil logs f$ Trench/bed dimensions and g Septic tank 61 Property lines critical distances within layout l Drainfield cover ❑ Existing and proposed wells 66 D-Box/Valve box locations Reference depth from original grade within 100 ft of property i$ Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks, and locations [21 Laterals,trench/bed,top and surface water and critical areas 11 Observation port location bottom ❑ Location and orientation of E$ Clean-out location O Curtain drain collector curtain drain and all absorption Rf Manifold placement ❑ Sand augmentation components G� Orifice placement Other cross-section detail: 69 Location and dimension of E6 Lateral placement with distance M' Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 6i Buildings Cf Audible/visual alarm referenced Yes No 96 Direction of slope indicator 9 Scale of drawing shown on scale 11 0 Design staked out R1 Waterlines bar O i I Recorded Notices attached 66 Roads, easements,driveways, p Elevation benchmark and relative 0 g Waiver(s) attached parking elevations of system components [ O Pump curve attached 6T North arrow and scale drawing ❑ 9f Evaluation of failure shown on scale bar �� t'1 Non-residential justification u `t} O 9 Waste strength .4� •T} O C!Flow - - 1 D�i tuts The undersigned designer must be notified by ins s n RT Yes O No o- LA QY JOHNSO.,N !`k't9 �p�Z`F'l:�o Signature of eslgne.r 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-site regulations: Environmental ealth.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 i /. / /Ba SSJ WARNING: I. RESPONSIBILITY AND EXPENSES FOR BUILDING, IMPROVEMENTS, OR MAINTENANCE s�7 DESCRIPTION: OF EASEMENTS AND PRIVATE ROADS LEADING TO OR SERVING LOTS WITHIN THIS SHORT LOT C OF SHORT SUBDIVISION NO. 1709, RECORDED AUGUST 14, 1987, AUDITOR'S FILE SUBDIVISION (UNLESS SUCH ROADS HAVE NO. 470908, AND BEING A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER CURV TABLE BEEN ACCEPTED INTO THE COUNTY'S ROAD OF SECTION 8, TOWNSHIP 20 NORTH, RANGE 3 WEST, W.M., IN MASON COUNTY, WA. I I SYSTEM) SHALL REST WITH THE LOT OWNERS. W. O.E TA RADIUS LENGTH 2. ANY FURTHER DIVISION OF LOTS WITHIN TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND UTILITY '•`OI.., 25.2'10'51" 350.00 135.50 THIS SHORT SUBDIVISION SHALL BE SUBJECT PURPOSES 60 FEET IN WIDTH, INCLUDING ADDITIONAL WIDTHS FOR CORNERS AT ANGLE POINTS, x"'62.,, •34'08'42" 240.00 143.03 TO THE REQUIREMENTS OF CHAPTER 18.36 AS SHOWN ON SURVEY RECORDED IN VOLUME 12 OF SURVEYS, PAGE 154, AUDITOR'S FILE NO. ""..03 -'i3"86'02' 240.00 55.67 OF MASON COUNTY CODE. 467798, AS GRANTED III INSTRUMENT RECORDED MARCH 27, 1989, AUDITOR'S FILE NO. 491897, i ..--- ' � AS EXTENDED TO ADDITIONAL LANDS IN INSTRUMENT RECORDED APRIL 25. 1989, AUDITOR'S !,' �\ �' 3. DECLARATION OF SORT SUBDIVISION FILE NO. 492917, AND AS AMENDED BY INSTRUMENT RECORDED DECEMBER 18, 1990, AUDITOR'S. I ) ' AUDITOR'S FILE N0, 341�f,L-. FILE NO. 520184. /`• \ / /' TOGETHER WITH AN EASEMENT FOR ROAD, DRAINAGE AND UTILITY PURPOSES, AS DESCRIBED - \ IN INSTRUMENT RECORDED MARCH II, 1988, AUDITOR'S FILE NO. 478447. - ` \ ` DIRECTOR'S APPROVAL \ APPROVED FOR RECORDING PURSUANT TO i \ TOGETHER WITH AND SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND COVENANTS ti \ MASON COO TY TITLE 18.30 OF RECORD. . . \ (R,ICNARD WI LEY) 1. !/' DIRECTOR NI TY DEVELOPMENT r/ DATE APPROVED 9-/2`9G 60' EASEMENT FOR INGRESS, / .• // S ^...-- AUDITOR'S CERTIFICATE EGRESS. DRAINAGE AND �.,, V UTILITIES A,F. NO. 487798 / C2 W PILEJI FOR RECORD THIS+LIp DAY OF / ^�� Q , 1996 AT a;B-5,Q.M. IN __.. r r VOL. I_ OF SHORT PLATS, PAOEI S AT THE REQUEST _DANIEL IOLMAN_ AUDITOR'S FILE NO. G3Nl L_ C. -1- T OF C. i '/ ce ' '\` \,'./! - MASON COUNTY AUDITOR \ '. HOLMAN & ASSOCIATES c. �/ / 'fr/ CENTERLINE PROFESSIONAL LAND SURVEYORS (MARK CgIDA) \\ v / HOUSE `� EXISTING 8 221 W. RAILROAD AVE. / p v DIRT RD. P.O. BOX 2379 \ ` `� `�O/ SEPTIC + p SHELTON, WA. 98584 ' \``\ .._..- : IT (360)426-2990 ` .."S'. '\. 1�/1 _.�G� MMN Br ALHD DEC:. 1995 D 94-179 \- _ N.. \ I LOT 'I LOT 2 Su� CX0 BY DCII SCALE I"n 50' SIWET I OF I / I I 4J238.8 SQ. FT. (. .\-.." 38211.6 SQ. FT. SURVEYOR'S CERTIFICATE \ \ ' ` � 131.8) THIS MAP CORRECTLY REPRESENTS A SURVEY T01B7 I MADE BY ME OR UNDER MY DIRECTION IN \A�1 --- -" S BB0Y?B'W J57.J0 N CONFORMANCE WITH THE REQUIREMENTS OF II `.`\• 7 S&9"4'F THE SURVEY RECORDING ACT AT THE REQUEST OF JANET STROM �, '\ \ 1,1 (S.T.CO.) IN JANUARY , 199 \ .--..•"/ \•--.-, ,`�\ D L F. HOLMAN P.L.S. 15653" � ., `'� J/4 IRON PIPE WITH\ PLASTIC CAP LS 11355\'\ .} SW CORNER . MV 1/4 a <\ \; "\ \ SECTION 8. WATER FOR LOT I IS CURRENTLY LEGEND: BEING PROVIDED BY THE HIAPARK WATER SYSTEM. WATER FOR LOT • _�/5 IRON BAR W/PLASTIC (n J 2 WILL BE PROVIDED BY THE Y5L IRON BA SET HIAPARK WATER SYSTEM. O a FOUND#5 IRON BAR W/CAP • FROM PREVIOUS SURVEY, WX� UNLESS OTHERWISE NOTED, Z vas SAl N-SOIL LOG NOTES: Q SHORT SUBDIVISION NO, 3_..... BQWfAIIlNT AND P80OII SEE PREVIOUS SURVEYS OF RECORD VOLUME 12, _ PARCEL F 32008 75 90033 EWIPAEHT:LIETL I SECOND DE000LITE WITH COO PAGE 154. 'SURVEY 200'CALIBRATED CHAIN SEE SHORT PLAT NO. 1709 AS RECORDED UNDER PROCEDURE:FIELD TRAVERSE AUDITOR'S FILE NO. 470908. FOR ALL RECORDS OF MASON COUNTY. WA. SCALE: 1"so' JANET STROM IN 25 50 100 SW 1/4, MV 1/4 SEC. 8. TWN, 20 N., R. 3 W., W.M. 5 3 JT � F } ' 1,a c� , �( �✓ J t�4i ry.{GC.�Q:"ivj } � u•�r. � r3 \ Z - o / 7/ % D ll ) f f i �� sff s a L�dtJ �.7JC�sDrr���t OAudio-Visual Alarm ✓'.�`= O2 Cleanout €� ?� O3 500 Gallon Pre-Trash tank O4 NuWater BNR-500 ATU Tank 5 1,000 Gallon Pump Chamber • Eft ; , O6 Valve Control Box **Nyft, installer** L . Sleeve waterline when within 10' JUN 3 0 2026 of septic transport.line. Maintain 10' minimum between water' • MASON COUNTY ENVIRONMENTAL HEALTH line and septic tanks/drainfield. •3 a (fo RET • a yahre C-antral $OX with 125 Vdves O O 6' O 25 L. te'd 3 �.o �a• .f4 4 CAE& EiA�,h 5100349 �` \ v -�'�•��J �� PAULA JOY JOHNSON •r'f')�` Typical atian Part Detailed Drainfield Layou 0, io' Zo Atria 12• !! rdter Fatxir core: 3/4' to a t'�) 32` 1 .25" Schell. :40 Laterals << Z-1.2- tom• Laterol `�`' C8) 3/ 16" Orifices °ram 6• Per Lateral. 1st & Last Orifice From End of Trench-4'.-36• Screw-On Ccp 45' Degree Elbow • .Latrsd Reatrittive Layer End'o Drainfield Cross-Section View °°_°° - �'°°" "� Nat To Scale Note C!eenout to be from 0 to 6 inc c Wow Fs Crocr. Mork ends with Rebut. Ciec1 Out Note; 0 = p6 tvatian Pert 'To Be 4' PVC Pe from Bottom of Trench P RegtFred at'the End of Each Lateral To Feid+ed Grade. Remobabte Cap shall be a tnatdlea on ° im l'°rt P , hor' JUN 3 0.2026 Arrow Septic Designs on Batt= aued-on Tee. tam of 4 Tote, Reed - System (3 6 0) - 898-2255 - MASON COUNTY ENVRONMENTAL W.FLT RET Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 456 38 44. 60 8 18 18 2 456 L°'x 3$' a:N 60 8a,k 18 18 3 456 ,E 38 ' 60 ` 8 18 18 4 456 38 60 8 K": 18 18 Total Lateral Length 152 Total#Orifices 32 GPM= 18.88 Dynamic Head Calculations Selected residual pressure: 2 ft. Length(Ft) #Orifices Transport Pipe t 250 ,' 32 1.65 ft. Feeder Total Lateral Line Length Lateral#1 38 2 40 8 0.15 ft. Lateral#2 38 11 49 8 0.18 ft. Lateral#3 38 20 "'; 58 8 0.21 ft. Lateral#4 38 29 67 8 0.24 ft. Total Elevation Lift IrPRO _ ?• ®0 00E ft Total Dynamic Head 1�1�/� L���`' 4.43 ft. JUN 30 0 2026 MASON COUNTY EN RONMENTAL HEALTH RET SECURED LID WITH GAS TIGHT SEAL. THREADED LINIdJN u'DIAMETER ACCESS RIFER SERVICE VALVE• FINISH GRADE - - - — L-:--�TO ORAINFIEL D SEPTIC • . .TMKNI I - — - ElkIEi�EMGX STORAGE ANTI SIPHON VALVE• HIGH WATER ALPI LEVEL — N TIMER D L.EVEL.; FLOAT MI®RKINo VOL.LIME - — FLOAT . } MOUNTING SEDIMENT QOM D e — _ _ _ c tEc VALVE' ;fix• 18" - . jI. __ PUMP 51 349 } _- •4? .. AULAJOYJOHNS0b. N 6-2� 'AS NEEDED Septic Tanks must meet standards required by WAC hapter sewage4 tanks 72C and FIGURE 2" P manufacturer Ynusbe on Dept of Health list of registered . WA fl0H Fubliratioea#337-0Z'L Page 35 of 65 - 7 ° • Bronze construction available(139 series) High head version available(145 series) Double shaft seat versions available for added protection FIB'j® on models 1401145. For more information,see Technical Data Sheets FM2 782,FM2 783. In high head dewatering or effluent applications where pumping PUMP PERFORtiAMCE CURVE performance is critical, this robust 003/!14C1 d0 family of pumps is known for reliability, durability and performance. These :_ „ pumps are especially suited for harsh :s B environments.Zoeller's cool run design ,' { and corrosion-resistant,powder coated :B 55 epoxy finish add up to a long-lasting, : trouble-free product. 0 APPLICATIONS: • STEP or onsite applications PP • Water transfer • Light commercial dewatering .5 Tcb 5T SPECIFICATIONS: • 1-1/2"NPT discharge • 1/2 HP through i HP MADEMADE i " • Available in automatic or nonautomatic USINHAh1PIHHm'CFUSCCNEENT • Model 137,139,140:1/2"(12 mm)spherical solids capacity with vortex impeller A ' wucnv o Model 145:3/4"(19 mm)spherical solids capacity with "" mivu W0500 152656 vortex impeller vt 1 L a rc Eq # PUMP PERFORMANCE CURVE ® MODEL 151/152/153 ®®se-Mate 50 EE This is our fastest growing line of effluent t4 45 153 I pumps.The 15O series istrulya workhorse designed for reliability under extreme 12 0 conditions in an effluent environment. 5 15Oseriespumpcurvescoverawiderange _ io 15z I of applications. They are well suited to 30 applications with low pressure pipe(LPP) 8 25 151 and enhanced flowSTEP systems.Zoeller's cool run design and corrosion-resistant, a 20 powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to 4 a long-lasting,trouble-free product. 1D 2 APPLICATIONS: 5 • STEP or onsite applications -° 0 MADE IN THE USA 10 20 30 40 50 60 70 80 90 100 • Light commercial dewatering USING A ILUCHI1Y Hf U.S.CCNTf6T GALLONS LITERS 80 20 200 240 260 320 300 SPECIFICATIONS: r A pg °,• kp�% �� ,I,pJI;PER MINUTE 614506 • i-1/2"NPT discharge �, • 3/10 HP through 1/2 HP J{Ipl a 0 2026 • Available in nonautomatic or with a variable level U l`1 J piggyback mechanical switch MASON COUNTY ENVIRONMENTAL HEALTH • 1/2"(12 mm)spherical solids capacity with vortex RET thermoplastic impeller f�E For more information,see Technical Data Sheet FM2 784. ©All rights reserved. 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Ul Tli�J Y 1141,4`'1hRJS 1 Lt4r 't j1r 1/LAY AN()tttx.r�6vptE h tN(.t r,5,N:0inIs4°!rr`,. tsAac.A:•r t:rpgerUl l, P' )t'Ii(CMI')A016101 CJWIC(YI n U TNCPiP✓LENT10..'(tw u?uA1eD n1YC:a..t .. rvatrtYw,la A10' 1I$Ih5NM3bF00I1LJt t7F'. ri 1 I y'PYfj?.1ANYLIM=tANUAt"L6Ar"A txVMAHritEHFt;;!'YT+'Up1AR69 WAirRtt3T0iG74b3:.t)OJJGI}iJtf�/•1 IVPODM'1`tTT)Crk13Ag5°>;CJ CAJI+Rt,. 1J rwn;GIIPP(,7111*;NACrP TI A1?G)4)C I14)1190.t UFj J4 E WA(LR 71VAI ll�TMK ' O4 9'_2" NNk VENTED LIDS(TYP)' M DUAL PORT AERATOR o WATERTIGHT RISERS(TYP) \__.. 2"COUPLING' 5 0 N 0 0 EDUCER COUPLING&PIPE U_ Ll cp" 2"TEE &R GROMMET(TYP) 36"MAX, CAST IN LID(TYP) ° 1/2"PVC — 2 __..._—._.....—. - AIRLINE a _ 4.. 4" 1"PVC('TYP) > .P)cp N z 00 W 0) ' 1©„ 1"PVC SLUDGE RETURN LINE 12 4 - lit 2"PVC TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:191 GAL. LU 65" Z______________ Ln �p pry 36„ 0 0 X 1/2" C ` ° o o TEE a C ° ° o ° ° tl EXTERNAL TRASH TANK— N DIFFUSER BARS(2) I e� pip O `t1' �I pti�J R*6a PV PAROLEE TO TANK 4VALL O •. : . j ,, z O7 !T�?`l °mod „ U ° 3" SLUDGE RETURN El IJ 1.5"TAPER e�p d I(Z J' // / 51DE VIEW 1"=1.45(t. 24"GLOWER °per —i HOUSING CAST : - Z ON TOP OF LID INSTALLATION INSTRUGTIONS y , STONE-FREE NATIVE SOIL �,?" �"""-'"-'--"'""""-'- OR COMPACTED SAND 1)Excavate tank hole with vertical walls to 1 foot larger than OVER STONY SOIL — tankonallsides. I----- -- -7 _ 2) 2)If bottom of hole is stony,install 3"of compact sand&level 24"RISER TYP) out with screed. 3)Install tank in center of hole,keeping 1 it,void space on I -i I I ' all sides. �--, 4)As tank is filling with water,fill in void space with compact f I 4-s granular(sandy)soil free of large clumps of clay. I • 5I 5)Install rest of system,&affix risers to adapters with I I 12"RISER ` waterproof adhesive. t 6)Perform watertightness test in teld as required by local TRASH CHAMBER I I DIGESTER I IQi,.Eir/ERl jurisdiction. L—_—_--Jl_----__--JL--J 7)Upon approval to backfill,carefully backfill with native soils over top of tank. 8)Final grade the surface to avoid chanelling surface TOP VIEW water toward tank. 1 -2.9( tee,. I. U . K . /_® Si f 1 :I 22 PARTS UST NuWater NR Assembly Diagram , DUALPdRTAUAT0R F,�.'PQL1'•QIFF(JaSEf $FFt.{2} $ 8'AUBER,90'S JJCLAk1I?S(2) N E°PVC(31f2 CT�3N) C!8 BARBED ADAPTOR tM'. l'i(2) 0 1"SUP GAf? D. 172"SLiI':Jf 112":NPTADA?TCR P:t18 CLEAR R :HOSE:{QPTIONAL:5.j E.''!'.STREET X 11 NPT'EUS} NG(3)' Q;1/2"'PVC'PIPE(B?7�1fSTP3...ER / p@. F.i'{2°9C"ELBOW(3)' R.,I"PVC PIPE MY INST;LLLE) i`U (��J �Y L G_1".X 1 X 1/2"TEE S.2'PVC PIPE(BV.INSTALLER) y !, '90°Et BQ1Af(3) T.118 I#AR$EIJ:ADAPTOf2.i'I3114"'idPi(2�: U IV Ofl ')Ph'S t..2.X':!"BfS€1lNG El;'!1 ST3Z E7'X'if 'l�TSi3Sti4t3£i.(2� d.2"'$ANITARY?EE. 16CO:FIPLER(2) MASON COUNTY€NVIRONM;N` LTH RAT CROSS 1Af.'_COUPLER.(3Y tFISTAi.GERJ'• L !"COUPLER(BY1NSTALCER). Revised 2/25/12 ' 1 O a Sept 2)e s, Sucd NuWater BNR Pretreatment INSTALLATION &MAINTENANCE _ •h� Pressure Distribution Systems ✓ 510049• 9 PAULA,JOY JOHNSON . 1. Install Laterals with contour of the ground. �ss� sac 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. soil smearing must be 5. Install drainfield during dry weather and soil conditions; any eliminated by hand raking. 6. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 7. Install audio/visual high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. Tee to Tee construction between laterals and manifold at 121o'clock, (do not glue), fter pressure th orifices onented at 6 o'clock. Install laterals to the manifold with the test and Environmental Health Dept. approval,turn orifices down(6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade,run the filter fabric at least 2 inches down the trench wall. 11. Waterlines must be a minimum of 10' to any tank or drainfield(a reduction to 5' may be obtained with a State waiver on lots that meet minimum lot size). Encase all water lines within 10' of septic transport lines and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14.No vehicular traffic over drainfield area or tanks. 15. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 18. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 19. All pressure systems with a pump chamber outlet higher than the drainfield must have an anti-siphon valve or a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. Ensure anti-siphon hole sprays down/away from tank opening. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines and easements. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation&Maintenance on your NuWater pretreatment system. APPROVED kO e's O JUN 3 0 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET