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HomeMy WebLinkAboutSWG2026-00036 - SWG Application / Design - 2/10/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 f Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00036 APPLICANT WHITESIDES ANDREW&STEPHANIE Phone: 310-507-5796 Address: 292 SE BINNS SWIGER LOOP RD SHELTON, WA 98584 OWNER WHITESIDES ANDREW&STEPHANIE Phone: 310-507-5796 Address: 292 SE BINNS SWIGER LOOP RD SHELTON, WA 98584 SEPTIC DESIGNER CINDY WAITE* Phone: 360-701-0205 Address: 80 E PICKERING LANE SHELTON, WA 98584 Site Address: 292 SE BINNS SWIGER LOOP Primary Parcel Number: 320284100010 Permit Description: Repair/upgrade from 3bd to 4bd to add ADU-pressure trench Permit Submitted Date: 02/10/2026 Permit Issued Date: 03/19/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $1,015.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/26/2029 (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. 8 Must adhere to 17.03.029 for any ADU development. 9 Newly designated reserve drain field to the north will require higher treatment level due to shallower soil depths. Do not install reserve without prior approval from health department. 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 s. MASON COUNTY DATERECEIVED n/lb /ac u, ~ AM*„NT RECEIVED: `^YJ RECEIVED BY: CO Cn C Cn Public Health & Human Services 'i� v M Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ^ < O 415 N.6th Street-Shelton,WA 98584 S W G ,�'o a r_ _ O("1/� l�( l_7 `J IVl i0 z di ON-SITE SEWAGE SYSTEM APPLICATION 3 73 APPLICANT PHONE m ANDREW WHITESIDES 310-507-5796 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 3 292D Z SE BINNS SWIGER LOOP SHELTON WA 98584 m S 292 SE BINNS SWIGER LOOP SHELTON I w NAME OF DESIGNER PHONE I N CINDY WAITE 360-701-0205 V V co NAME OF INSTALLER PHONE � v I O TBD �© PERMIT TYPE(select one) DRINKING WATER SOURCE Q E I N 5-RESIDENTIAL OSS f COMMUNITY OSS COMMERCIAL OSS D4..PRIVATE INDIVIDUAL WELL 5 PRIVA TWO-PA14A'W@tt':1 z 00 TYPE OF WORK(select one) Q PUBLIC WATER SYSTEM �J ll LI I ff NEW CONSTRUCTION/UPGRADES ft REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE REPAIR C SUBMITTALS MI ❑ SURFACING SEWAGE O EXISTING F URE O SHORELINE In DESIGN FORM(REQUIRED) 'SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? W I '-.1. SWAIVER(S)(IF APPLICABLE) 4 4AC ❑ YES 0 NO z I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I GO SOUTH ON OLYMPIC HWY, TURN LEFT ONTO ARCADIA ROAD, TURN RIGHT I o ONTO BINNS SWIGER ROAD. DRIVEWAY IS ON THE RIGHT. TWO DRIVEWAYS VERY r CLOSE, TAKE SECOND ONE. iY.eic/,.v b r -4 .201/ S e 9 I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. m 41C-- a 64.,.E b, o op OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY O MAINTENANCE/PUMPING O BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS \: -C13 S aliNgik4 GL/ ,,,,‘k t --\-A- 7/-. t 'V c CL,v-t s- - - 4; vve �, 1�-� fi Aro' tv0 •44,--t-, kri-04-vve, so v 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 APPLICATION APPROVED/ISSUED BY DATE le T I-A- 1, 6./9-9 3/t,q( THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 8 4 1 0 0 0 1 0 A design will be reviewed when 3 copies of each of the following are submitted: '0 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 Z o2 -GOe3 3:4 Designer's Name: CINDY WAITE Applicant's Name: ANDREW WHITESIDES Designer's Phone Number: 360-701-0205 Mailing Address: 292 SE BINNS SWIGER LOOP Designer's Address: 80 E PICKERING LANE SHELTON WA 98584 City State Zip SHELTON WA 98584 City State Zip Designer's Email cindyewaite@msn.com DESIGN PARAMETERS Treatment Device ❑Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter O ATU 1 O Other Treatment Level(check all that apply): OA ❑ B ❑ C O BL1 O BL2 O BL3 YJ E O N Drainfield Type ❑Gravity grPressure a Trench rr.-=`. O Sub Surface Drip Septic Tank/Drainfield Specifications L •rals Number of Bedrooms 4 Schedule/C N SCHEDULE 40 cz Daily Flow: Operating Capacity 360 gpd Length r:zzz -60(EXISTING)ADD 2-50 ft cc. Daily Flow: Design Flow 480 gpd Diameter 1.25 in Septic Tank Capacity(working) ( ,J) 1200 gal Number 7 Receiving Soil Type(1-6) 5 Separat• a&U 9 AND 5 ft Receiving Soil Appl.Rate .4 gpd/ft2 © � I rifices CO Required Primary Area 1200 ft2 Total Number of Orifices 80 Designed Primary Area 1200 ft2 Diameter 3/16 in Designed Reserve Area 1200 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 400 ft Schedule/Class SCHEDULE 40 Elevation Measurements Length 1-2 ft Original Drainfield Area Slope 0 % Diameter 0 2 in New Slope, If Altered % Preferred manifold c row& ? gYes O No Depth of Excavation Up-slope 6 in 4,4,-.k-:,7 from Original Grade Down-slope 6 in Schedule/C -\.6\1\4W' '� 4;qeillis io e LE 40 Designed Vertical Separation 24 in Length �I g Lim ,- -,,Eb hSTI X160 ft Gravel-based Drainfield Required? Yes O No Diameter —,,-4-,-.,,,.:'�S'`Z't'Z�'�` in t ArIKL� Pump Required? stf Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 2 Diff. in Elevation Between Pump&Uppermost Orifice 9 ft Dose quantity 180 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 FLOOD gal Uppermost Orifice @'Higher O Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 47.2 gpm 5fr Timer i1 Elapse Meter a Event Counter Calculated Total Pressure Head 16.76 ft If Timer: Pump on ,Pump off Comments SEE HIGHLIGHTED AREAS ON PAGE 11. CONTACT DESIGNER PRIOR TO INSTALLATION. DO NOT BACKFILL UNTIL FINAL INSPECTION HAS BEEN COMPLETED. PUMP t,IA CONTROLS TO BE SET AT TIME OF INSTALLATION. RavicQll• !./I I iln7c DESIGN FORM—PAGE TWO Assessor'sParcelNumber:L31 21 012 ; 814 11 0 0 I 0 j 1 l 01 Permit Number: SWG 7_62e— ,Ull f6 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch V Test hole locations gi Drainfield orientation and layout Reference depth from original grade: gf Soil logs gr Trench/bed dimensions and It Septic tank gf Property lines critical distances within layout gi Drainfield cover gf Existing and proposed wells iii D-Box/Valve box locations Reference depth from original grade f within 100 ft of property gf Septic tank/pump 9hamber and restrictive strata: Ehtk4"easurements to cuts, banks,and locations "Plots ^'ems gi Laterals,trench/bed,top and surface water and critical areas Observation port location bottom & Location and orientation of gi Clean-out location 0 Curtain drain collector curtain drain and all absorption it Manifold placement O Sand augmentation components Gr Orifice placement Other cross-section detail: it Location and dimension of Q( Observation primary system and reserve area l� Lateral placement with distance ports/clean-outs to edge of bed gf Buildings Other Information gr Audible/visual 1ar referenced Yes No gr Direction of slope indicatorlit g s< .a-ra,, O Design staked out Scale of drawing s own on scale ef Waterlines bar O O Recorded Notices attached lI Roads, easements,driveways, V Elevation benchmark and relative O O Waiver(s)attached parking elevations of system components RI O Pump curve attached gi North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by i staller at time of installation O Yes 0 No zG (12Signature of Designer Date 3( 11 2uZ4 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 re ulations: 1/(0'11 ,5(\ 414 Environmental Health pecialist 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: 24 / ✓ 1 ✓ 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: 6/11/2025 292 SE Binns Swiger Loop Rd, Shelton, WA 98584, USA, Shelton Township, Parcel Id: 3202$41010 . '60" 1 Residence 2 Garage + r �� 3 Pro osed ADU r — _ g `� 4 Outbw_Idin . `� �� � , GN - __ X1200 septic tan y= . 6 Existingpump tank N 'h � �1lir-v - ` — _ 7 Valve bos 1 J ,, �M.3�bs 1, -- 8 Prima drainfield W BENCH MARK 1k�-��itj '1 9 Reserve drainfield _ — ` + Residence foundation 1 j— 100.00 °° _10 ExInjfiI ±I tm well T a o Septic tank 21 99.00i .t 11 W 'Cr o Pump Tank _ 12 AL _io�sua l Alarm 1 3 98.00 Drainfield depth 4,' 102.00 13 (Clean out T 4tyoa Gall. .7-Q.,,12__ C_ __1,4 15 (Riding Areana ------- oci Alarm for vault-7 f� ' I: + Parcel Line 5 ft • g) • 14 CJ Iz Y OLa2 1 14 � ,u5 GIS Legend Oa/ 700' gar/' I WA Mason 10 ft. Contours , / " _ /U(7' %4i Scale => 1 in : 100ft AN , • ezt �,c-. -ter w.. . .7 0 y_, ' 1 Residence �" y 2 uarag - 3 Proposed ADU �a�; .: -_a, 4 _Outbuilding - r...,.._ • b 5 1200 septic tank! ( � S/?' I• 6 Existing pump tank (( ' i 7 j Valve bos ; f i ' �) II 8 'primary drainfield - j y 9 'Reserve drainfield i 10 Existirve drainfield -- — Parcel Line ft i 11 'Waterline_T `- - - OD 12 'Audio/Visual Alarm -_ I (� �. ;ell ...e.) 13Clean out 14 loos G�// Om ,� ' 15 Riding Areana r 16 IAlarry�for pump vault '' `,,J :., ',. CD • 1-1 0 ' .-F , „ki),.. O4)44) 7.( 1 P liftr CI BENCH MARK ---7 __ ° ' ��• • t' Residence--- _ __ i foundation 1 100.001__ w Q ' Septic tank _ - ------- __ o ---- - 2 99.00 Pump Tank '� rt � lnl� — - - 3 9 O nr rgIt fr.L !� i-Pt.,a Drainfield depth i 4 i - • O Lu - } 102.00 G J 1 C ft. . ato�urs � ,G. /4,y o4. a Q �._' Ta � � r U .K O . Scale => 1 in : 100 ft ORIFICE SPACING 5 Lateral# Length Length Orifice # Distance from Distance from end Length # # (Feet) (Inches) Spacing" Orifices feeder line of end of lateral' 4(4 1 60 720 60 12 2.5 2.5 60 / 2 60 720 60 12 2.5 2.5 60 'r;" 3 60 720 60 12 2.5 2.5 60 E4- 4 60 720 60 12 2.5 2.5 60 4:4 5 60 720 60 12 2.5 2.5 60 NA, 6 50 600 60 10 2.5 2.5 50 wPv 7 50 600 60 10 2.5 2.5 50 400 80 TRANS LENGTH 160 GPM I 47.2 K (2" SCHEDULEN 40) 284.5 FRICTION LOSS 5.765812 Squirt I 2 Elevation difference 9 I TDH 16.765812 APPROVED MAR 19 2026 40 ,,p It MASON COUNTY ENVIRONMENTAL NMENTAL HEALTH �� i''__-..14' ? Nl 5, a p= CEINNS Vk�J��IT LICEN DELS GNER TRENCH CROSS SECTION L` F,aje47 �4 6n• c � >„ 2� o�rgiNal g(.JJQ / E�Ib mn &JO Sca Ie y LJ P r i it� Fa"4'c .?V'' V fn_7 ,cif1- ..)y ,F'£',pPrL�� r✓ ,44),,/ rkJes °b �e ta.i S ......M,.- _ ...FP _._w_ 7ryAF7,- __. 1A *Jo A O- /)- <9 vA\ • Z G - ir r, L �F�oy �6' DRAINFIELD LAYOUT t ? t,, 7/,,, ti9l, \ ___. )q _ /r i� ---- - r'/L.. XZ k- A.____. _- /'/z. I di I\ Q/ ._ si ---------/ C‘bt\ t 4I 'lc- .5-, X1=CLEAN0UT/0BS PORTS(s4,eisii;c')C� wP(..;)7i t/eo,?„ (b,' re anti X2=D BOX/VALVE BOX 0 ) l (.0\ 11° ` X3=Check Valves ,E/,V py,,,,p.1-Q4 X4=Flow Control Valves :;: '-r) X5=Soil Logs C As s�� N �`I -lvri , 2ar� 300 I y\ e' di.'k l�G/,,k. E WAITE - ' LI _ t•:D DE APPROVED MAR 19 2026 TO DRAINFIELD RISER WITH LOCKING LID PRESSURE LATERALS MASON COUNTY ENI�RONMENTAL HEALTH A A RE T ill t f t _ FLOW CONTROL VALVE SLOTS AS REQUIRED LONG SWEEP 90 %� �•t!� B �•� �E,_ • /\ • ♦.• • •• OO1��Y•�• !• /` DEGREE ELBOW '/\ •O �• •O.• i�.� SECTION A-A WASHED ROCK DRAIN SUMP TRANSPORT PIPE FROM Jfj PUMP CHAMBER F. bns4 +9J 1 .o COrtabf0AITE ��- LI ESIGN Zi�`. EXPilitS US 10/ C D . '.,_rj r 6.'.. : no , `l inc.... a_ P c 1�'t 1 Lac%.. '�is oe. A PPR OVEn La MASON MAR i 9 2026 �ouNryEN RETONMENTAL HEALTH ---- THREADED CAP OR PLUG • P ,' �!fc (i 6"PVC -- LAST ORIFICE;WITH ORIFICE SHIELDS IF ORIFICE ORIENTATION IS BACKFILL I UPWARD MATERIAL \`. '''tip;• \N )\V \ >/' '\ 1/ \ i '''\/\ \\ \/1\7; 0 .Q 'o O 0 �- PRESSURE LATERAL \ p0 0 060O0O0 AS SPECIFIED PVC HOSE OR .l\� ° c a 000C LONG SWEEP \\/ 'rc� ,. .o0 O o ELBOW s �/ . �\ DRAIN ROCK; 6'' \�/`�.✓,X \,� ,�l\� BELOW PIPEMIN. UNDISTURBED IL <� '1, -- --- 6" PVC WITH DRAIN �� o�'� ti 1,-1,,,,s,.sr i HOLES; EXTEND TO si\it. w_1� BOTTOM OF GRAVEL TO . <,A MONITOR PONDING iciN,vA INFILTRATIVE SURFACE EN.. D IGNER MONIT INGICLEANQ RT (EXAMPLE) i. '� VV `� ov %,af,-cti .7,6 A. SECUREI:VaID WITH GAS'..GHT SEAL THREADED UNION 24'DIAMETER ACCESS RISER SERVICE FINISH GRADE ,•- -tf( VALVE* mom SEPTIC I TANK — L TO DRAINFIELD ilj i I — EMERGENCY STORAGE1 ANTI SIPHON HIGH WATER ALARM LEVEL VALVE' WORKING VOLUME INDEPENDENT NORMAL TIMER OFF LEVEL FLOAT STEM — FOR FLOAT ENCLOSED PUMP —C) MOUNTING SEDIMENT SHROUD* CHECK VALVE* '18" SEDIMENTS I SUBMERSIBLE CENTRIFUGAL PUMP PUMP_C.HAM g (TYPICAL) I t" &t.cic *AS NEEDED ?'�)(l 0 v v 6QW .1'Y a' a;E' -- d f- -fib 6 Pi-1- APPROVED MAR 19 2026 MASON COUNTY ENVIRONMENTAL HEALTH a \ ET \f9 ._.AfK ci. 1004 qtr . LiCE100 DErSIGNf RR - ".<`�' `ems.:t�� -"Z,.... ..)) ..;LS 05/10, PRG-SERIES illify#, PunipseGrinder Pump A Family and Employee Owned Company APPRrN 1hp M 1/ D ProVöreAR 192026 2" Discharge MASON COUNTY Eh 0501 MENTA •LTH RET �4' Designed for sewage applications ..or1 4 ilk 0 4-Higher flow rates allow use with •o4u. 'A11 f �t'h� 4-,2" discharge lines 0.. f`Qs,, P Operates on standard 115V or 230V $ ,N - , ' 20A circuits •,�c? y o CI.DAY AITE LICEN' s� SIGNER t, Features 1111.10h. lb& ` -Ile EXPiRLS u5.1U, . -- Y 1, POWDER • Heavy cast iron construction .:® TOUGH" • 115V or 230V 1-phase - • V-Slice®Cutter Technology 0 • Shreds difficult solids such as feminine products, rags, towels, and wipes that (Year Warranty' can jam a solids handling style pump '',....J • Hardened stainless steel cutter and plate• ,\ • Oil-filled, thermally protected motor mpS ,phi • PRG-Series grinders can be used as a replacement pump in 2" discharge ' l� systems using LE40 and LE50-Series a • solids handling pumps.* *Consult factory with actual application and ir head specificatio rior to replacing LE40 and LE50-Series s. T Q 7.`i-.-"4:'.. ,1- p J/ lam y mu y O, 40 { it �: ll3- 1!t4 1ti, • LICEN� SIC NER t D lk , *r 1i ,.-+r Vertical Float Switch Model PRG101A Model PRG101AV Patent:See ' LibertyPumps.com/en-us/patents Submp=grm SSPrtri a SW :.Err,IEC C S U9 ME I: }I' PRG-Series Impeller Hardware Cast iron, Class 25 vortex style Stainless steel Paint Mechanical Shaft Seal Powder oat Unitized graphite impregnated silicon carbide Max Fluid Temperature Bearings 140°F(60°C) Intermittent Upper and lower ball bearings 104°F(40°C)Continuous duty Float Switch [automatic models] Motor Specifications - Mechanical wide-angle float switch with seres 1 hp 12A(115V) 6A(230V) i 11• (piggyback) plug • 1 • CSCR style, Class B windings • 1 Dimensional Data Oil-filled, thermally protected r40' '"p l/ i� F91 Power Cord Type •'40 •°1 's °'� „5� Q �' II POWER CORD SJTW Quick-connect design • +w N�- ` . 1,.1 in 10'Standard length(25'and 50'opti.' .\ ,c +14\ - °I", '1 tin (2azcm] '• •• CINDY WAITE 1 NPT r', LICENSED DESIGNER . ,�, Motor Housing = • .6 in I, ,f#-I'll ,- [44.7 ExvIREs 110/10 cm] ;�;' 1 i e 7.2 in I', Class 25 cast iron — — (,a3 cm] �:��(.� ' Itil Shaft I - � t �'-N /�/ 5.9 in 1: ` [15 cm] 303 Series stainless steel ,. Volute • ' Pet�• rmance Curve Class 25 cast iron ~� ifelz, �•^r'0 RPM i. ' a o. .` 11 Liters Per Minute u, s 37.9 75.7 113.6 151.4 189.3 CD V-Slice® Cutter Technology u8 60'-�� 18.3 O Shreds difficult solids such as feminine • DES GN 2 .� z '"" products,wipes, rags, and other debris. w��� ��. b... 15.2 15.2 .713 EXPIRES 6 10/ V) J -- s t LL 40 u�'Su� �-- ) 440 Series stainless • ' 30 9.1 fpm N J4 4 / 0 .41-1 steel hardened to I = rri Rockwell 57c o 20 0 r 6.1 F s v r� it .-,,.• 10 3.0 r - �- Patent:See LibertyPumps.com/en-us/patents 00 10 20 30 40 500 Models US Gallons Per Minute CORD LENGTH WEIGHT (- MODEL HP VOLTS PHASE Hz AMPS IN FEET DISCHARGE AUTOMATIC IN LBS ,ft` l ill PRG101A 1 115 1 60 12 10 2' Wide-Angle 58 • PRG101AV 1 115 1 60 12 10 2" Vertical Float Switch 58 PRG101M 1 115 1 60 12 10 2" No 57 PRG102A 1 230 1 60 6 10 2" Wide-Angle 58 PRG102M 1 230 1 60 6 10 2" No 57 For optional 25'power cords,add a'-2"suffix to model number.Example:PRG101A-2 For optional 50'power cords(manual models only),add a"-5"suffix to model number.Example:PRG101M-5 Consult factory for 50'automatic power cord options. Specifications subject to change without notice. Liberty Pumps-7000 Apple Tree Avenue-Bergen,New York 14416 Copyright O Liberty Pumps,Inc.2025 All rights reserved.LLIT006710-R07/25 Phone 800-543-2550-Fax 585-494-1839-www.LibertyPumps.com 1200 Gallon Double Compartment Septic Tank C'1,7' - it . __.._. . , , OUTLET FILTER Saa e*or ! REQUIRED Iwo . Is it 4+1 Ta 3 1stt 12- hi CIwptbntettt +'a10 Sludge sale SEPTIC TANK MUST BE ON DOH APPROVED LIST / 2 Ga //.,,A. -l-,t' 4, -reef APPROVED ��P 9�- ,,� MAR 19 2026 �P j , �' s MASON COUNTY ENVIRONMENTAL HEAL o� C , t T UCENSrf DES�Cv�R RET ;, - , Nii1 [b .. X- •%is/,,✓9 PU,t I rs a ZC/i4 . 1�-�, a 7 1.f-3._ w 7-11.r pk• AP /977 ' �LL PUMP PERFORMANCE CURVE �l/.4G�d MODEL 151/152/153 h . a.ep/Q�di .A ; 1 e Iv..A ' , 14- 45 153 . _ N��•' I r� f< 12— 40 MODEL 151 152 153 Feet Meters Gal. Liters Gal. Liters Gal. Liters 35 t0_ 152 5 1.5 50 189 69 261 77 291 c1 30 10 3.0 45 170 61 231 70 265 < _ 15 4.6 38 144 53 201 61 231 6- 25 151 _ 20 6.1 29 110 44 167 52 197 a 0 25 7.6 16 61 34 _ 129 42 159 6- 20 30 9.1 - - 23 _ 87 33 125 5 ` .e.p 35 10.7 - -. - - 22 85 4- ' 40 12.2 -- - - - 11 42 10 - - - 10.1,1 +.' Shut-off Head' 30 ft.(9.1m) 38 5.(11.6ml 44 ft.(13.4m) 2- 0145086 5 - , Model 151 Models 1521153 10 20 30 40 50 60 70 80 90 100 GALLONS LITERS IIIIII 67132 67132 0 40 80 120 160 200 240 280 320 360 FLOW PER MINUTE 3718 4578 +l - 37/8 . �4�g 014508A I ' CONSULT FACTORY FOR ( ;��` 378 ' - \ 37,8 SPECIAL APPLICATIONS Iv :,w r - �•Timed dosing panels available ; 3ie 3716 •Electrical alternators,for duplex systems,are available and 11/2'NPT supplied with an alarm •Variable level control switches are available for controlling I single phase systems II I •Double piggyback variable level float switches are available = nr I -1 for variable level long and short cycle controls r� •Sealed Qwik-Box available for outdoor installations-See 1111116 12118 FM 1420 •Over 130°F(54°C)special quotation required thI t llli s 415116 ills inn ljll� u s 3/8 151/152/153 Series 11 1�� nl�'—`I�1 SK2444 SK2064 1511152/153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex /o - f'. r, N151 115 1 Non 6.0 1 2or3 3- to BN151 115 1 Auto 6.0 Included 2 or 3 2v/•-c.,AO E151 230 1 Non 3.2 1 2or3 Q a . ` • 'yy64• Y^' BE151 230 1 Auto 3.2 Included 2or3 N� a' N152 115 1 Non 8.5 1 2or3 ,� ^\ "Easy assembly" BN152 115 1 Auto 8.5 Included 2 o 3 03. 1 nne;11' ` ��: (pump&discharge pipe 5152 230 1 Non — 4.3 1 2or G`� CINDY E WITE '7 ','.;1i not included.) BE152 230 1 Auto 4.3 Included 2 LICENSED Dr^Ir;NER N153 115 1 Non 10.5 1 j —,'Zi.%yw, BN153 115 1 Auto 10.5 Included 2 o 3 E153 230 1 Non 5.3 1 2 o 3 t=\ !f BE153 230 1 Auto 5.3 Included 2 o 3 /� p SELECTION GUIDE ' l R p V 1. Single piggyback variable level float switch or double piggyback variable level NAL PUMP STAND P/N 10-2421 float switch. Refer to FM0477. MASON MAR 9 Reduc sential clogging by debris 2. See FM0712 for correct model of Electrical Alternator E-Pak. OO(/h/ 2 Oc�places rocks or bricks under the pump 1 I EiViRO 4l Made of durable,noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator,specify duplex Elt� S 2"off bottom of basin (3)or(4)float system. RE/ • ProvNeAfii 4Jlity to raise intake by adding sections of 1'/2" or 2"PVC piping A CAUTION • Attaches securely to pump All instillation of controls,protection devices and wiring should be done by a qualified • Accommodates sump,dewatering and effluent applications licensed electrician. All electrical and safety codes should be followed including the NOTE:Make sure float is free from obstruction. most recent National Electrical Code(NEC)and the Occupational Safety and Health Act(OSHA). RESERVE POWERED DESIGN i3' For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ©Copyright 2010 Zoeller Co.All rights reserved. libeiffy ® Pump Specifications 290 Series 3/4 hp Submersible Effluent Pump LITERS PER MINUTE 0 50 100 150 200 250 300 50 - i I 1 i I I CO C-1 V O 45 '`• -5 T - 14 z 3 V 56 7:1 S • 40 - rn1 0 ti:' O - 12 O < z � rn 35 - r - 10 i- 30 - to u. ce \ W = 25 - 8 z O O w s i H J . 20 - - ., it. . 6 / •Oki�C 13 1' V) 15 - \ iF N „ k It ,, 51,• ..-g '. � 10 \ CINDY W L AITE �•Ii LICENSED DESIGNER . -,.. 1 Nt► \ rte\\\� \ ` 2 I•.;rrES C5,io. 0 0 0 10 20 30 40 50 60 70 80 90 l il `l. GALLONS PER MINUTE....,„1-6,4, -, , 1 ` c-o e 1 t f7 001149et.Z 411 1V l i1Jr w o.ui(l ht -Me Z.(ptgc role all. 290_P1 R0I0/12/2015 OCopyright 2015 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. MO r Installation Notes Pressure Distribution System: 32028-41-00010 292 SE Binns Swiger Loop 1. We are adding 300 square feet to existing three bedroom system to allow for a one bedroom ADU. 2. Acording to the record drawing, the pump could be a Zoeller 152 or 153. Pump curve is attached. 3. Existing pump may need to be replaced if it does not meet item 4. 4. For final inspection, the existing laterals with the new will need to have one minute pump down with all laterals showing squirt at the ends of laterals. You will need to install a cap on the cleanout with a 3/16" orifice to show 2 foot squirt height for existing and added drainfield are the same and adjust the control panel. 5. 2" pump line from pump vault needs to be adapted to 4" ten feet prior to entering septic tank(allows for sewage to slow down and not create agitation in septic tank) 6. All exisig observations port will need to be repaired if needed 7. Existing pump should meet the demands of the existing and new addition of drainfield. Will be verified at time of pump down. 8. Installer to contact designer prior to starting installation. 9. Prepared site plan is not a survey. It's the owner's responsibility to verify property lines, utility lines (water, sewer, power, phone and gas) prior to installation. 10. Keep wheeled vehicles off the drainfield area before, during and after installation. tracked equipment only 11. 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 divert all waters. 12. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the drainfield 13. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the drainfield. • 14. Install access risers on the septic tanks, valve box and ends of laterals. 15. Make sure septic tank risers are epoxied or caulked to cast in riser rings on tank. 16. Septic tank can be moved but must meet required setbacks. 4- 17. Pump controls to be set at 360 GPD �� 'it, 18. Lids must form a water and gas tight seal with the access risers. 2 v 19. Install effluent filter at the septic tank outlet. � 510,14113 � 20. This system must be installed by a Mason County Certified installer. oc? CINDY I. tt.TE (<`,_ 21. Deviation from this design without prior approval from the designer andaso_H'ctouftty''cNER Health Department will make this design null and void. 22. This design was sized per Washington Administrative CodeWAC246-272A-0230. The operating capacity is based on 45 gallons per day per capita� with twopersons per bedroom. The minimum design flow per bedroom per h't1af-digt`ti adf drrepity of ninety gallons multiplied by 1.33. This results in a mini i I ndred MAR 19 2026 014 MASON COUNTY ENVIRONMENTAL HEALTH RET • twenty gallons per day. This creates a surge factor of 33% but anticipated flow is ninety gallons per bedroom per day. 23. Install laterals with contour of the ground. 24. Install trench bottoms level and always maintain a minimum of six inches into native soil.. 25. Filter fabric required over drain rock prior to backfilling. If the drain rock extends above the original grade, run the filter fabric at least 2 inches down the trench wall into original grade. System Owner Responsibilities: 1. Operation and Maintenance is required by Washington State Department of Health and Mason County Health Department. 2. The septic tank and pump tank should be pumped every three to five years or as needed. 3. System owners are responsible for having maintenance performed annually. 4. System owners are responsible for responding to septic issues in a timely manner. 5. System owners shall not at any time change or alter settings in the control box. 6. Keep the flow of sewage at or below the approved design operating capacity. 7. Keep waste strength at residential waste strength parameters. 8. Spread loads of laundry through the week. 9. Do not use excessive bleach or detergents with added whiteners. 10. Do not shower, 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. . ' C, e om "g 5 '' ' V 1 ' t� . CIv^ :L'A11E MAR 19 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET JC1 ld