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HomeMy WebLinkAboutSWG2026-00057 - SWG Application / Design - 3/3/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,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: SWG2026-00057 cfi �*r� APPLICANT ANDERSON STEPHEN K& PAMELA J Phone: 360-275-5647 Address: 191 E CANYON VIEW RD BELFAIR, WA 98528-9596 OWNER ANDERSON STEPHEN K& PAMELA J Phone: 360-275-5647 Address: 191 E CANYON VIEW RD BELFAIR, WA 98528-9596 SEPTIC DESIGNER CINDY WAITE* ; Phone: 360-701-0205 Address: 80 E PICKERING LANE SHELTON, WA 98584 SEPTIC INSTALLER TAYLOR TONEY* Phone: 360-489-9169 Address: 2971 E PHILLIPS LAKE RD SHELTON, WA 98584 Site Address: 191 E CANYON VIEW RD Primary Parcel Number: 222215200047 Permit Description: Repair 3bd pressure trench with reserve Permit Submitted Date: 03/03/2026 Permit Issued Date: 04/15/2026 Issued By: - Rhonda Thompson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/26/2027 (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 USE ONLY DATE RECEIVED: MASON COUNT' 03 a AMOUNT RECEIVED: RECEIVED BY: C �-- Public Health & Human Services o, Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 2 p 415 N.6th Street-Shelton,WA 98584 S WG _ O� ® 0 z V6 ON-SITE SEWAGE SYSTEM APPUCAT ON m APPLICANT PHONE rn B-LINE.CONST/STEPHEN ANDERSON 360-426-4221 MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE I r C 191 E CANYON VIEW BELFAIR WA 98528 m SITE ADDRESS-STREET,CITY,ZIP CODE a\` \,`', " ` 191 E CANYON VIEW �> > FN BELFAIR WA 98528 NAME OF DESIGNER `� ' PHONE CINDY WAITS �' p� 360-426-4221 I NAME OF INSTALLER PHONE ® I N B-LINE CONST 360426-4221 PERMIT TYPE(select one) I '/ DRINKING WATER SOURCE I N 51 RESIDENTIAL OSS 9�.�COMMUNITY OSS COMMERCIAL OSS PRIVATE INDIVIDUAL WELL ,5 PRIVATE TWO-PARTY WELL C TYPE OF WORK(select one) 1: PUBLIC WATER SYSTEM ly_I:NEW CONSTRUCTION/UPGRADES M'REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I CJ1 SUB M ITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE RJDESIGN FORM(REQUIRED) :SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE WAS LOT CREATED AFTER 4/1/2025? IWAIVER(S)(IF APPLICABLE) 3 .26 AC ❑ YES 0 NO O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) c GO OUT BROCKDALE ONTO MCCREAVY, TURN RIGHT ONTO HIGHWAY 106, TURN 1 ° RIGHT ONTO TWANOH FALLS DRIVE, TURN RIGHT ONTO CANYON VIEW DR, ® I PARCEL IS ON THE LEFT SIDE OF THE STREET. fit, 0 J �y W' ' Co 4V frj ®N s� `�/ eu o"Pf S'O 0. I t®t f' �Bea�e �° �® h�-ev� I . SITE MUST BE FLAGGED FROM MAIN DAND ST HODS MUST BE FL99GGEDW�I'tj}I 1 T HOLE�l A/ RS p/L �,*w 3�,. {p'�o I O I ` (O OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS LXV5 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. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE MWL41 11j [7% THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 212j22 211 5 2 0 I 0 0 14 7 A design will be reviewed whin 3 copies of each of the following are submitted: Completed design form that hays 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" I PARCEL-IDENTIFICATION Permit Number: SWG 2 „Q®Q pQ' Designer's Name: CINDY WAITE Applicant's Name: B-LINE/SEPHEN ANDERSON Designer's Phone Number: 360-701-0205 Mailing Address: 191 E CANYON VIEW DR Designer's Address: 80 E PICKERING LANE BELFAIR� WA 98528 City State Zip SHELTON WA 98584 City State Zip Designer's Email cindyewaite@msn.com DESIGN PARAIVITERS,.. Treatment Device ❑ Glendon ❑Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑ Recirculating Filter O ATU ❑Other Treatment Level(check all tht apply): ❑A ❑B O C ❑BLl ❑ BL2 ❑ BL3 ttel E O N Drainfield Ty ❑Gravity i 'Pressure Trench d O Sub Surface Drip Septic TanklDraii field Specifications cCD Laterals Number of Bedrooms 3 Sched } ss SCHEDULE 40 Daily Flow:Operating Capacity 360 gpd Lengt n� 38 ft Daily Flow:Design Flow 270 gpd Diam tl c 1.25 in Septic Tank Capacity(working) INFILTRATOR 1530 gal Num 4 Receiving Soil Type(1-6) 3 Sepa 5 ft Receiving Soil Appl.Rate .8 'gpd/ft2 Orifices Required Primary Area 450 ft2 Total N be ,'f:Orifices 32 Designed Primary Area 450 ft2 Diam' ' �,p; 3/16 in Designed Reserve Area 450 ft2 Sp F ;yy ` 60 in Trench/Bed Width 3 ft - Manifold Trench/Bed Length 150 ft e uleE as SCHEDULE 40 = • INDY E WAITE': Elevation 1 easurements Eefl NEED DF/SIGNER 1-2 ft Original Drainfield Area Slope >1 % s, ,o, 2 in New Slope, If Altered % Preferred manifold configuration used? It'Yes O No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 12 'in Schedule/Class SCHEDULE 40 Designed Vertical Separation 24 in Length 45 ft Gravel-based Drainfield Required? [!I Yes ❑No Diameter 2 in Pump Required? 06 Yes O No Dosing and Pump Chambeir Pump/Siphoi Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 2 ft Dose quantity 45 gal Drainfield Squirt Height/Select ed Residual(head) 2 ft Chamber Capacity(flood) ' Grtd _ 1287 gal Uppermost Orifice l 'Higher ❑I Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 18.88 gpm 11' Timer Rf Elapse Meter Event Counter Calculated Total Pressure Head 5.29 ft If Timer: Pump on ,Pump off Comments PUMP CONTROLS TO BE SET AT TIME OF INSTALLATION FOR 270GPD I \�� Revised: 6/11/2025 DESIGN FORM—PA E TWO Assessor's Parcel Number: 2 1 2 1 2 1 2 1 1 1 5 1 2 1 0 1 0 1 0 1 4 1 7 1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations f Drainfield orientation and layout Reference depth from original grade: UI Soil logs i. Trench/bed dimensions and If Septic tank i, ' Property lines critical distances within layout p rty [1' Drainfield cover /Existing and proposed wells i ' D-Box/Valve box locations Reference depth from original grade within 100 ft of prop rty VII' Septic tank/pump chamber and restrictive strata: A b'Measurements to cut ,banks,and locations P 1 vi.� surface water and cri ical areas � Laterals,trench bed,top and ,``- Observation port location bottom l Vtocation and orientation of ' Clean-out location 0 Curtain drain collector curtain drain and all bsorption i( Manifold placement ❑ Sand augmentation components Orifice placement Other cross-section detail: Location and dimension of Qf Lateral placement with distance hif Observation ports/clean-outs primary system and reserve area to edge of bed Buildings Other Information VI! Audible/visual alarm referenced Yes No UI' Direction of slope in icator � Scale of drawing shown,,on scale 61I 0 Design staked out Waterlines bar 0 0 Recorded Notices attached UI Roads,easements,driveways, ' Elevation benchmark and relative 0 ❑ Waiver(s)attached parking elevations of system components ' ❑ Pump curve attached i I North arrow and scal drawing O ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned design must be notifie by inst ller at time of installation QLYes 0 No Ak KI.3► 2.d" 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 anti local on-site regulations: Environmental Health pecialist Date CAUTION: DESIGN.APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. , �Z v' The Onsite Sewage P(�rmit 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 aut orization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scan ed and available for public view on the Mason County Web site. Revised: 6/11/2025 2l ' ����� _ 191E Canyon View Rd, Belfair,WA 98528, USA, Union-Grapeview Township, Parcel Id: 22 15200047 s v ;m • c Fi¢ / + 3 ��y (l,J/ /r ' , t r M ' ` arse!Lines Buffer 5 ft 70. 1 Existing residence 2 Septic tank ! '3 Pump tank 4 Clean out , / 5 Audionlvisual alarm 6 Transport line O ' F 7 Valve box � ® /p 8 Primary drainfield /✓ 9 Failed drainfield R, r' 10 Existing septic tank ' 11 Waterline2. N. ' {4 �� 3& " ✓ en C Measure Length BENCH MARK WA Mason 14 ft_ Contours = Foundation 1 100.00 Septic tank 2 99.50 •• �' ~ ' Pump Tank 3 99.00 1 Bottom of drainfiele 4 99.00 N ORIFICE SPACING Lateral# Length Length Orifice # Distance from Distance from end Length# # (Feet) (Inches) Spacing" Orifices - feeder line of end of lateral 1 38 456 60 8 1.5 1.5 38 2 38 456 60 8 1.5 1.5 38 3 38 456 60 8 1.5 1.5 38 4 38 456 60 8 1.5 1.5 38 1 152 32 152 TRANS LENGTH 4'5; GPM 1888) K (2"SCHEDULEN 40) 28'4:51 FRICTION LOSS r 0:297.68981 Squirt 2 Elevation difference 3 TDH p.2976898 APPROVED APR 1c2026 MASON COUNTY ENVIRONMENTAL HEALTH RET o= CINDY E 4ITE LICEVV DF-.$IGNER TRENCH CROSS SECTION a 3,. ! F.�,r,� I.r DRAINFIELD LAYOUT cw - -- - \I L_ ' LI I 5o' 5111_ ,p. CINDY E:WAITS' r' LICr=NgED DESIGNER EXPIRES U5i1U1 X1=CLEANOUT/OBS PORTS C'-/ / X2- ALVE BOX X3=Check Valves�.-Ives ) e ✓,,,Jve b2a �J X4=Flow Control APR 1<2026 MA 50N COUNTY ENVIRONMENTAL HEALTH RET . Drainfield Control Box (Sloping Ground, Manifold Below Laterals) RISERWITN LOCKING LID TO DRAWFWJj PRESSUREIATERALS A A FLOW CONTROL VALVE SLOTSAS REQUIRKl FLAPCHECK LONG SWEEP 90 �/r Q O O O Q � DEGREE ELBOW' 0 SECTION A-A WASHEDROCK DRAIN SUMP TRANSPORTPIPEFRIM A P P PUMPCNAMBER APR 15026 MAS0 COUNTY ENVIRONMENTAL HEALTH RET CI•:O WAITE' LICE*:;FC,�F$IGNER APPROVED APR 15'2726 MASON COUNTY ENVIRONMENTAL HEALTH RET THREADED CAP OR PLUG 6"PVC LAST ORIFICE;WITH ORIFICE SHIELDS IF ORIFICE ORIENTATION IS BACKFILL i UPWARD MATER IA / \OpQ' o ooOpo00 o - �O L98 0 PRESSURE LATERAL PVC HO E OR \�°oo ° O°Opo0O AS SPECIFIED 000O 0O00 LONGS EEP \%� °pao DRAIN R BELOW PIPEMIN. UNDISTUR SOIL 6"PVC WITH DRAIN HOLES; EXTEND TO BOTTOM OF GRAVEL TO MONITOR PONDING INFILTRATIVE SURFACE p C Y W'ITE' : LICEDESIGNER ; TORING/CLEANOUT PORT (EXAMPLE) LIFTING STRAP(TYP.) LIFTING LUG(TYP.) RISER CONNECTION(IYP.) B ACCESS PORT RIM CONTINUOUS LID jrJTERI ' ELASTOMERIC TANKTOP CONTINUOUS NTI GASKET HALF ELASTOMERI GASKET O O O TANK 0 0 0 0 0 0 61.7 INTERIOR 0 0 0 15671 SEAM CLIP O D� TEE ALIGNMENT _ INTERIOR DOWEL(46) TANK BOTTOM t T HALF ©PIPE PENETRATION SECTION DETAIL (9 MID-HEIGHT SEAM SECTION DETAIL q )' B. ` Z g7A F• 175.6(4,460)EXTERIOR LENGTH <� , TOP VIEW y 0 TANK EXTERIOR LENGTH 175.614,46011 I LIQUID DEPTH 44.0[1,118] :!; WIDTH 61.7(7,567) REEBOARD 10.1(257] WORI0NG VOLUME 1,537 GAL[5,8 INVERTPCAPACITY 18 L] •y�.�31y'-- HEIGHT I 54.5[1,384) 024.0[610]ACCESS PORT 04(1021 WITH LOCKING LID(3) S1 PVC OR ASS • INLET TEE 10.1[257]FREEBOARD 04[102] OUTLET TEE O di1� PVC OR ABS (TYP•) n .- OUTLET TEE O INLET 16.9%AIR SPACE 'C _ OUTLET Z 3.0 = n61 CODE WALL m PER 44.0 THICKNESS 54.5 -+ CODE 11,118] EXTERIOR FIBER- �O UQUID 2[51]X 2[511 GLASS O DEPTH FIBERGLASS SEAM CUP SUPPORT HEIGHT SUPPORT f�'P•) $ IV U (TYP.) p' LIFTING STRAP (TYP.) SECTION A-A' END VIEW = SECTION B-B' I NOTES: e o ISOMETRIC ° o •,,J_ •,•. VIEW 1. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED. 1 � CINFILTRATOR' 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, ` o tanks FRENCH&SPANISH:"DANGER DO NOT ENTER:POISON GASES.' 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID o INFILTRATOR WATER TECHNOLOGIES CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. ° 4 Business Park Rd.Old Saybrook,CT 06475 4. MAXIMUM BURIAL DEPTH IS 48 in[1,219 mm]. ° (800)221-4436 5. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. ° o 6. TANK IS FOR NON-TRAFFIC APPLICATIONS. SIDE INLET/ IM-1530 7. AIRSPACE IS 16.9%. OUTLET RYP) 1-Compartment Septic/Pump Tank Configuration 8. OUTLET TEE IS COMPATIBLE WITH AN EFFLUENT FILTER. 9. LENGTH TO WIDTH RATIO IS 2.8:1(175.6-INCH LENGTH/61.7-INCH WIDTH=2.8). Dmmby. JLB I Da a: 10/09/2013 ° Scale:NormsuLE Chackedby.DJL Sheet I of 1 LIFTING LUG(TYP.) RISER CONNECTION LIFTING STRAP(TYP.) (TYP.) B ACCESS PORT RIM --.[ { 1.5[38] CONTINUOUS A LID CONTINUOUS Al ELASTOMERIC TANK TOP ELASTOMETRIC GASKET HALF GASKET O O O TANK 61.7 INTERIOR SEAM CLIP P O q P O q P O q 1,567) EXTERIOR INLET (85) O O O WIDTH TANK TEE ALIGNMENT -- "- -- -INTERIOR--�OWEC(46)- "HALF ©PIPE PENETRATION SECTION DETAIL ®MID-HEIGHT SEAM SECTION DETAIL 175.6[4,460]EXtORI0Rky, TOP VIEW TANK EXTERIOR LIQUID DEPTH I 44.0(1,1i1 TOTAL CAPACITY 1.787 GAL[6,765 Lj w- LENGTH 175.6(4,460) INVERT DROP 3.0[761 WORKING VOLUME 1,537 GAL[5,818 L] I 1 FR WIDTH 61.7[1,567] FREEBOARD 10.1[2571 COMPARTMENT A VOL 1,025 GAL[4,561 L] HEIGHT I 54.5[1.384] COMPARTMENT B VOL 512 GAL(1936 L] 024.0[6101 ACCESS PO 0411021 ITH W LOCKING DD(3) PVC OR ABS OUTLET TEE INLET TEE 10.1[2571 FR O j •� 0 4[102] (TYP)) BAFFLE SLOT 6.0 rr1 , , PVC OR ASS OUTLET TEE BAFFLE TOP [152] R INLET L 16.9° IR SP _ OUTLET 161 - BAFFLE CVVRA1 [76] � WALL 0.2(5)WALL 1 .0 44.0 COMPARTMENT THICKNESS 54.51 (406j 500 PER CODE 84[1,118) A PER CODE EXTERIOR1O [1,2701 2[51]X 2[51] LIQUID S SEAM CLIP HEIGHT BAFFLE FIBERGLASS DEPTH BAFFLE SLOT 0 5[127FIBERGLASSHEIGHT SUPPORT TIE WRAP CrYP') SUPPORTP P COMPARTMENT BPORT8 LIFTING STRAP (TYP) 2/3 TOTAL VOL 1/3 TOTAL VOL END VIEW SECTION B-B' SECTION A-A O BAFFLE DETAIL NOTES: o E 1. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED. ISOMETRIC Z 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, ° ° o VIEW FRENCH&SPANISH:"DANGER DO NOT ENTER:POISON GASES." ray 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER.LIQUID ° ZVA�VINFILTRATOR' CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. tanks 4. MAXIMUM BURIAL DEPTH IS 48 in 11,219 mm]. O IPjFI&tRATOR WATER TECHNOLOGIES 8 5. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. 6. TANK IS FOR NON-TRAFFIC APPLICATIONS. ° 4 ustness Park Rd.Old Saybrook,CT 06475 7. AIRSPACE IS 16.9%. ° fli r�1 t _° ' (800)221-4436 B. OUTLET TEE IS COMPATIBLE WITH AN EFFLUENT FILTER. 9. LENGTH TO WIDTH RATIO IS 2.8:1(175.6-INCH LENGTH/61.7-INCH WIDTH=2.8). SIDE INLET/ ° ° ° r IM-1530 10. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT IS OUTLET(TYP.) = 2-Com artment Septic Tank Configuration 136.5 in'. q-ry 11. BAFFLE WALL THICKNESS IS 0.31 in[8 mm]. . Brawn by. JLB Date: 10/09/2013 o a SSIe:NOTTOSULE Chedcedby.DJL Sheet 1 of . j (;rI i I N FI LTRAT " ot .hi i®ti - i � s ptic teanks i 7r -- 0 Fcr�re .8ea� ta APR •!S' Injection molded.polypropylene �N 1 ��onstr�'ction Lightweight.plastic construction•and R� • N� j rd;lifting.lugs allow#or easy T bird handling • Integral heavy-duty green,ilids.that interconnect,with TWTM:risers and pipe riser solutions • Structurally reinforced access ports eliminate distortion during Installation and.pump=outs • Reinforced structural ribbing and fiberglass-bulkheads"offer;additional: strength • Can be installed with 5H to 48" of cover The Itank. Can be pumped dry during This watertight tank design is offered with Infiltrator's lie of custom-fit pump-outs risers and heavy-duty lid Infiltrator injection molded tanks provide a • Suitable for use"as a:septic tank,pump. revolutionary improvement,' plastic septic tank desigr, offering long-ter tank,orrainwater(non=potabie)tank exceptional strength and rtightness. • No special water filling requirements Inlet Side are necessary � Itrator 1 • The tank may.be-backt lied with suitable: TANK CUTAWAY . 9 iser native soil.See Installation instructions for guidance. sue. . L2 ' .,RITE �. Partition baffle wall Y� ~ HEAVY DUTY LID CUTAWAY Reinforced 24"structural access port t '' Structural 1 ,�- bulkheads t . MI -S AM CUTAWAY Rai for ed water tight mid seam gas Oti connection Si Protecting.the Environment with Innovative WastewaterTreatment$®ludo INFILTRATOR� water technologies IM-1060 General Spi cifications and Illustrations LIFTING STRAP LIFTiNG LUG RISEICONNECT(ON (TYPICAL) (4TOTW (TYPICAL) TF-ie-IM-1060 is:an injectio molded two piece mid-seam .plastic tank.The IM-1060, njection-molded plastic design, liii allows fora mid seam joir that has precise dimensions A aA for accepting an.engineered EPDM gasket. Infiltrator's Oo gasket design_utilizes:tee. nology from.the:water'Industry o _' 6s2 to deliver proven means o maintaining a watertight seal ° IIRENOR The rtwo-piece design is p rmanently fastened using a . WATM series of non-corrosive p1 stia.:alignment dowels and locking:seam.clips:The I -1060-is assembled and sold through-a network:of certi led.Infiltrator distributbrs. 127A13216]E)fTERIORLENGrH Must be backfilled and in tailed in accordance with pr TOP VIEW Infiltrator Water Technolo ies,Infiltrator IM-Series Septir'R o � ® Tank General Installation nstructions and for shallow V ground water conditions iference the Infiltrator 11 APR 'c Series Tank Buoyancy Co trot Guidance. SAN p 2®�6 S4a Please visit www.infiitrat rwater.com/images/pdf/ R�����EN7 11389] R ManualsGuides/TANK01. df for the latest information. T HEIGHT SEAMaP (TYPICAL) Ii5EuDIi -- - - - -- - LJFTINGETRI Working Capacity 1094 gal(4141 L) (TYP Total Capacity 1287 gal(4872 L) END VIEW Airspace 16.5% Length 127"(3226 mm) f 0411021 02416101 ACCES50PENINGSWITHLACRINGLID5(2) PVCDRABS Width 62.2"(1580 mm) IPILtTTEE T02 12601 FREEBOARD A85COln(ETTEE Length-to-Width Ratio 2.3 to 1 INLET J. I AIg56 ACE Height 54.7"(1389 mm) PER ' a C E 11 j PEq Liquid Level 44"(1118 mm) 1 j a4a 4 CODE FIBERG SS I 11118) I FIBERGLASS Invert Drop 3'(76 mm) SUPPa j j LIQUID SUPPORT" Fiberglass Supports 2 f trnlc °EPTM I WITH BAFFLE REQUIREHERE Compartments i or 2 Maximum Burial Depth 48"(1219 mm) SIDE-VIEW. Minimum Burial Depth 6"(152 mm) - Maximum Pipe Diameter 6"(152 mm) 1 TANKS P .. ......ih CONnNuous Weight 320 lbs(145 kg) j tALF GASKET �� ��V_ 2� ��2 IN RIOIt „ ` • SEAM CUP r �` ^•119 l'% ,INDY c W I TANK BOTTOM (( 4 Business Park Raad L I y` HALF Old Saybrook,CT 08475 .. ,o I I'�, I&•FU I LT RATO R° Date-a3 ax 660.677-7001 MI -HEIGHT SEAM SECTION water technologies www.int(Itratorawatercom U.S.Patents:4.759,661:5,017,041;5,156,488; ,336,017;5401,115;5,401,459;5,511,903;5,718,163;5,588,778;5,839,544 Canadian P n1s• 329,959;2,004,564 Other patents pending.Infiltrator,Equater, Quick4,and stdaLYtnderero registered trademaxhsof Infiltrator WaterTechnotogles.Infiltrator is a regis arm)trademark In France.Infiltrate Wat Technalogles In a registered trademark In Mexico Contour,MicmLeaching,Poyrue,Chanters ,MuitIart,PEGILoek,Qulotcut,QufcKPlay,5napLk and StralghtLook are tradalnari Df In ratorWaterTecIinofagles, PolyLak is a trademark of Potylok,Inc.TUF-11 E Is a registered trademark of TUF TITE,INC.Ultra ib is a trademark of IPEX Inc. ®2016 Ir(6ltrator WaterTechnatogtes,LLC.A8 ri has reserved.Printed In U.SA IM02 1116 a.- . ri!lffUTIrnrs1i Ecu iii II � � e • r um s® fp LITERS PER MINUTE 0 20 40 60 80 100 120 140 160 180 25 7 O z -t7 20 6 m o' iiiiiiiiiiis __ __ rs 15 y F W W r W LL 4z x x ' O 10 ip� � 5•n_� t O= CINUr t T�1, UCENSi'G t? I NER �- -• vim":. �S�LZ 2 5 0 0 0 10 20 30 40 50 GALLONS PER MINUTE 250_Pl Rl/17/2018 ®Co fight 2018 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. Pumps° Installation Notes Pressure Distribution System: 22221-51-0004791191 E Canyon View Dr 1. The prep�red site plan is not a survey. It's the owner's responsibility to verify property lines, utilit lines (water, sewer, power, phone and gas) prior to installation. 2. Installer to contact the designer prior to starting installation. 3. Installer 10 contact the designer for final inspection 4. Gravel b sed drainfield required 5. Keep wheeled vehicles off the drainfield area before, during and after installation. tracked a uipment only 6. All ground surface water and roof drains must be diverted away from the septic tanks and drainfield. Ensure the final grade slopes away from these areas and water doesn't collect on or around them. Use swales, berms, catch basin and tight lines, curtain drains, etc. to div�rt all waters. 7. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the drainfield 8. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the drainfield. 9. Install acc ss risers on the septic tanks, valve box and ends of laterals. 10. Make sure septic tank risers are epoxied or caulked to cast in riser rings on tank. 11.Septic to k can be moved but must meet required setbacks. 12. Pump co troll to be set at 270 GPD 13. Lids must orm a water and gas tight seal with the access risers. 14. Install effluent filter at the septic tank outlet. 15. This system must be installed by a Mason County Certified installer. 16. Deviation from this design without prior approval from the designer and Mason County Health De artment will make this design null and void. 17. This design was sized per Washington Administrative CodeWAC246-272A-0230. The operating capacity is based on 45 gallons per day per capita with two persons per bedroom. the minimum design flow per bedroom per day is the operating capacity of ninety gallons multiplied by 1.33. This results in a minimum design flow of one hundred twenty gall ns per day. This creates-a surge factor of 33% but anticipated flow is ninety gallons per bedroom per day. 18. Install laterIs with contour of the ground. 19. Install trench bottoms level and always maintain a minimum of six inches into native soil.. 20. Filter fabri required over drain rock prior to backfilling. If the in rock extends above the riginal grade, run the filter fabric at least 2 inche n the trench wall into origin I grade. N COUNTY ENVIRONMENTAL HEALTH o c Y E AITE .:'.`,1 i7tASO LiCEN5 ODESIGNER } System Owner Responsibilities: 1, Operation and Maintenance is required by Washington State Department of Health and Mason C unty Health Department. 2. The septli tank and pump tank should be pumped every three to five years or as needed. 3. System o ners are responsible for having maintenance performed annually. 4. System o ners are responsible for responding to septic issues in a timely manner. 5. System o ners shall not at any time change or alter settings in the control box. 6. Keep the ow of sewage at or below the approved design operating capacity. 7. Keep was a strength at residential waste strength parameters. 8. Spread to ds of laundry through the week. 9. Do not us excessive bleach or detergents with added whiteners. 10. Do not sh wer, do laundry and dishwasher at the same time 11. Antibiotics can kill or impair the biological process in the septic tank. 12. Leaky plumbing can hydraulic overload your on-site septic system. APPROVED APR , 2026 P4ASON COUNT}' EL HEALTH TH A