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HomeMy WebLinkAboutSWG2023-00037 - SWG Application / Design - 2/9/2023 c• c IPK4- 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: SWG2023-00037 APPLICANT RJ PEABODY INC Phone: 1.206.229.5117 Address: PO BOX 565 BURLEY, WA 98322 OWNER RJ PEABODY INC Phone: 1.206.229.5117 Address: PO BOX 565 BURLEY, WA 98322 PAULA JOHNSON -Arrow Septic SEPTIC DESIGNER Designs Inc. Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: NE Jolly Roger Ln Primary Parcel Number: 123305400024 Permit Description: New 3BR Gravity Permit Submitted Date: 02/09/2023 Permit Issued Date: 03/08/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/14/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY y, MASON COUNTY DATERECENEL `� - 1 cn D y • COMMUNITY SERVICES . a. RECE ,;lTitish CO m o Public Heath(Community Health/Environmental Health) O - � G 415N.6th 70,Street-Shnrn.WA 98584,exc 400 SWG P = o �I S N.6th Street-$hN[on,WA 9t159� 0 7J Z CA ON-SITE SEWAGE SYSTEM APPLICATION D m xi rn n 9,,P_C%.N7 PHONL rn RJ Peabody, Inc Megan Gjertsen (253) 514-3915 z MAILING ADDRESS-STREET,CITY.STATE.ZIP CODE C g PO Box 565 Burley, WA 98322 Q co SITE ADDRESS-STREET,CITY ZIP CODE U) NE Jolly Roger Lane Belfair, WA 98528 o I NAME OF DESIGNER PHONE < I N Arrow Septic Design (360) 898-2255 NAME OF INSTALLER PHONE 0 I (A) Final Vision Inc- Jason Schauer (360) 801-5681 R PERMIT TYPE(select one) DRINKING WATER SOURCE - tt0.:RM cc RESIDENTIAL OSS 1 1'COMMUNITY OSS F COMMERCIAL OSS 5-PRIVATE INDIVIDUAL WELL l7.PRIVATE TWO-PARTY WELL Z I O TYPE OF WORK(select one) I PUBLIC WATER SYSTEM , ENEW CONSTRUCTION)UPGRADES j REPAIR/REPLACEMENT OTHER DETAILS(select all thatappty) ❑ TABLE IX REPAIR I of SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE lifDESIGN FORM(REQUIRED) WISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZEo 5WAIVER(S)(IF APPLICABLE) 3 .23 Acre o I I C DIRECTIONS TO SITE AND SITE CONDITIONS(ex locked gate) Take Highway 3 towards Belfair. Turn left onto Old Belfair Hwy. Turn left onto NE State I o Route 300. Turn right onto NE Sand Hill Rd. Turn left onto NE Larson Blvd. Turn left onto o I o NE Larson Lake Rd. Turn left onto NE Jolly Roger Ln. Property will be on the left with a -1 yellow sign reading "RJ Peabody - Lot 24." N I ry 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 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS 1 CONDITIONS Ca 0 U/4 5 FEB 0 9 2023 /Y1, '/d(/` # RO-1-1(41bit/irl'sr3 By------------- -000/17510e' _o _ -3,pi RECORD DRAVNNG 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. SP CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE ABP[ICATION APPROVED.ISSUED BY DATE T F AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 3 3 0 — 5 4 — 0 0 0 2 4 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 ma be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" _ ».t:, RCEL D* ICAT ON -- Permit Number: SWG 7 9.2-•_;—t9r90 37 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: RJ Peabody,Inc Designer's Phone Number: (360)898-2255 Mailing Address: PO Box 565 Designer's Address: 171 E Vuecrest Dr Burley, WA 98322 Union, WA 98592 Cit State Zip City State Zip s S Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound ❑Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity fi 'Pressure C> 'Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 50 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1,200 gal Number 3 Receiving Soil Type(1-6) 3 Separation 9 ft Receiving Soil Appl.Rate _ 0.8 gpd/ft'- Orifices Required Primary Area 450 ft2 Total Number of Orifices 30 Designed Primary Area 450 ftZ Diameter 3/16 in Designed Reserve Area 450 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 50 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 15 % Diameter 1.25 in New Slope,If Altered 15 % Preferred manifold configuration used? l 'Yes ❑No Depth of Excavation up-slope 18 in Transport Pipe from Original Grade Do _slope 12 in Schedule/Class 40 Designed Vertical Separation 24+ in Length 30 ft Gravelless Chambers Required? 0 Yes lifi No 0 Optional Diameter 2 in Pump Required? le Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Duff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice lifHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 17.7 gpm 91Timer Eklapse Meter Lit Event Counter Calculated Total Pressure Head 13.18 ft If Timer: Pump on 2 minutes ,pump off 6 hours Comments ,,.,. r k a 0 . -, - _ V k . ' pi'. Q 8 to 1�iASON COUNTY EN'VIR ONMENTAL HEALTH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 3 3 0 — 5 4 -- 0 0 0 2 4 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch lig Test hole locations 6d Drainfield orientation and layout Reference depth from original grade: 61 Soil logs It Trench/bed dimensions and t Septic tank g Property lines critical distances within layout 61 Drainfield cover g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: lif Measurements to cuts,banks,and locations 121 surface water and critical areas g Observation port location Laterals,trench bed,top and bottom 0 Location and orientation of g Clean-out location ❑ Curtain drain collector curtain drain and all absorption g Manifold placement l Sand augmentation components Orifice placement g Location and dimension of Other cross-section detail: rim g Lateral placement with distance gObservation ports/clean-outs primary system and reserve area to edge of be Buildings Other Information g Audible/vi arm referenced Yes No it Direction of slope indicator g Scale of _ Qyn,on scale lt 0 Design staked out 0 Waterlines bar e• %A , ❑ Recorded Notices attached It Roads,easements,driveways, W ❑ ErWaiver(s)attached parking `°' •c�" j , • •?r\ x) g 0 Pump curve attached g North arrow and scale drawing '•..ss.),2, ❑ 21 Evaluation of failure shown on scale bar :� s,eo ;3 Non-residential justification �� PAULA JOY JOHNSON r "13Cf IS�13 bKW,NI_r�- 1 ❑ Waste strength sPca ri -' 0 g Flow DESIGN APPROVAL The undersigned designer must be tified b ins ler at time of installation g Yes ❑ No 2-8-z3 Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-s' lations: tj, 14,riCL Envir n Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 2— /y--'Z • ✓ 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. + Updated Date: 12/7/2015 V01. 1 a.,P -�- BEARD'S COVE NO 7 SITUATE IN SECTION 30, T. 23 N., RI W.,W.M. ROOS ENGINEERING Kassa MASON CO., WASHINGTON. ` a > r a Qt 5 a 1 I a N84'_4604'W I i4 SCALE:i c.i00' ... MAIDS 4jaiw-fk } DESCRIPTION 1.• f 7aLe Plot of.f;r.'i 4Yt 5.:,'1 eoe,rleee teal fa tl0O of*datton Y),Tremors 23 harsh 'V L ,-, pa w 3ante 1;Not,T.C.a 14.0.County.siw'alOs[oa dos.rleee u faaLo'l: .+ 0 a 9'44044 IL too Souse onywe:Ur comer.t.aid 5•c44v0 3:g taaoe.c1oryt tha;pion N -. 1Y• i• Q.' 'tow o. said S*ctlo0 30.58So17'or't S'LC foot: thaw.:a.n,8 3414 S•otien lire�3N2-= .-le 7L•t F ',<O r�. 151.93 teen,teener t$e2O'L 610.78,t:Aaa oo s corn Lv he 2.h with a radius of 290 y r• o•.. fast a.'1 a o d1:Lance Or 2.92 foot;there.t79olt'O/0 135.57 fact'to tb tkot.rlr art- * 1 41C>'O •, y f , b?,c of-11.6 of L.rson Lute bud,oeoas is lee 70 or too P1.c of 6ZL4::'-'3204 SD.o:tout O . /l Z .1oopp8�'aid inaterl7 iayetrif-ery o*a ecru to eh*3O#t.the center at efaco ours '1 M a'f4'le'34• 1070 Put,O5 are data0oa of b24.20 foot;u,.nas s:.5°u'S6'n.16:.free; t1'et.a ... o ., / .,, _fit on•cum to 4 t jolt,C.ta a r4dlts a 97o fast.a arc dt1Nae6 of 304.7,4 fast, t . y' .�e.� - 527011'S6.le 74 foot to Vas mat:r,raerly smear of sold Lot 76;thecae 1(20 04rs 8 AD fa•t to:La Bondsterly comer of tot 3'of sold lion cf iietili.'S W14.O. a .. � r7S' f•. s2e 'S6*i 144 foot:come.5620:.'04•l foot;330 fo :..Mk*WY ot,36•ii.LOD 11 then.* .. SCP48':4.8 as no fast:teoo •awn;to .ot•emt to rots,the O *Mob bars Seettd'OWf a ,'.` ... AJ!lot.as wows oic.n..'..'62.87:sorest SG2o/,8'J.'F t0 leery�ksoa.Ras'►.}orro to cbo _ "6 Left sits a r""..or 14 fast•a arc atetcet of 62.83.fea`- :emu 43.04 a 40 feat: O .- •f;..4.���,p,�a,� _ ILI qr So 4. 687 11'S6rd 0.01 fest to tm&Nutt.lion of*add saal.Loc 30;t..enc•loot said N • 1� t' ,4,.4. Soots Line' S8'49.4 493.17 teat co to.Taw P lut of indanuW. ' Qi / 3�k'.�S, •. -iu� ,,.,e ` r. �, '° t I 1 >c 4,•r CERT .ICATION QV ��\t'� • t• � (�e .' .�R. 1. kit • •.may certify tans ina 1'l+ic'Nr 40D'S f siii t3-^Ss,saN awn en /�t ,r.,lt • - 11 -1 a .. .a scam c,o.ubdlelsiaa of swum 30.'SaoSLi#23 Brad,sane 1 Wait. • 1. / ,• K 1:. ya'. . 8.Y..:•a to;utrod ay Stets St stakes,tho[.Cu' istamea,ocur.a nod audios 4` de t Ir ara oho.n tureon cerr.otly: aa�tt.4aWolsta O4.1:ao sot u d Let and olden. / 4 / { �L._ r1 l. - •k unmans wall to ardeod corr.p���n the srooed:U(at 1 fully voo;llod with r 1 Ft ch.yr.-lalcna of ills seat*Stet�,ss salt e.ynitat"_ma'pastries cLattets sad 4`/ -�? 7.74j.)y.� 0 \r"! f `/ _ !.:• teat it conforms is cos♦p oo'..� p?�L'ataory ..0 aid e.ML:Saes or.?Worm U: ,. .M1 4 4' t : 71..Q . {� �'�. :AO`4.•r.r lam`_=.� . ,, p- .//Y./�� � • V�y�AD ♦ .F • 1 C i I - f•. .� 7 ; CirL` 'Lryf.aear ax',"•G ssrr.{.•o: ?`�` iJ5 6 .,2� *' cb3e c - S t ,-- 1 4fif l \ , �9•v/, / t/vii 39 r;- ,¢: "q+.. 23.1,..a 2.5 • ���((( r; r( h 3' , 62,E i7;64,/I/ S gt9•t i'ij/a. oboe e'•`,, od• 2Z ti.,. .,' -re.Y" F' g.•I .:.- ..you'O° TVply ems.-..._ p n 3O' y`a,p 4.„, O• / .Y !t eo. a?y. °;,_ a I +t•' 1 •I` m" \ S : ,., b to.. r7e Q \ 4 A;i%.'' ,1 .o +w -,1 `� .I,1e �� s ,T root r' .` •p �.',: l.eT. yard e-,scK!. m''� e. '" 1 se"',.., £7 e-.W0 ZO „oar 17 -Y. rj \ 1,1 (NQS Ste° f t��j4,. • 'p`f_Z e 7 7.6 1 /t: i t8 J'<• 7'r�Q��J �°i �47. " 4477 tee;'�� N �� 19 '?o `` a�V e- !g f.; 'l z..' :3 1"Z C'7 :`- a:f f _ .. .i<ryrYJ A. : a �r ylsoc t.IN�.). (Dd� NOTE_ (SEC.uNE) Ns •-EX 7TI P,G rA, MON. ' G, �� N 6Pi.- G 499. E A 31`_f Z•S�.•rov e OhG MTV. T. nor 46:NCt ,�-koaos IN Tw'3 A'_C.T :x -7 .`- a. 9 ri, -cEMP.Gt:t:Ot•SK. `)",4 Pit ,(.i crime.,tL'lecta �,oE) n I. .. a r, a•m obi• .. : c d .'0 3,. ,9 °' a „ ,, SHEET. I OF 2 • 110 V . AV ill j MAR n2 irr� IASONCOUN7'� Z©z3 ENVIR0A1 , Jeri Lit NTAL HEALTH NZ )0 cZ3( r.Z l' N ---- z�1 SCAB to 2P 3o y0 w441 r ►tee e.xi S-1 P-1 171 jN;vrway I Z- PEA 2Y INC pA\Rc e \2330-5M - 00 0 Zit porch &ara9e N e }01.L�f Q D Pro fo S f d ro,_... ir 3 PAR . ./q----.. Et 'in \\./ 1 Tv'tk,--- OD - Q = \ Csi \ k01- O © 4\Cinnir `r © L ' _ _ A Coto" L-S — -#1 #-2,,.- o Lo o'• LS \NI[ © .�;>_ __ CaMpA G-t poGX�`C 0 0 -3 N o_5�„ �s 4 3 S o�E SOMA CGM N QCTo ' ( 3) 3'x50' p -f r'1 Pc V PAIN Ft LC) 1->Z:E NC B c g i 0,. w t CZE55E .6 PPROvEL4 6• to Audio-Visual AlarN COUNTY ENVIRONMENTAL HEALTH t w� ham, c3Cleanout J B W _ g• sr, " 1200 Gallon Septic Tank �; . O3 •. s x 34 0 ...4, 2-Compartment with ,..-re r P4ULA JOY JOHNSON ��� Effluent Filter �' EfOt.iit iiYiEgiaitft 44 1000 Gallon Pump Chamber 0 Valve Control Box I 1.411111 5011111j i Valve Control Box with I.25. Ban Valves 5 Y____ m , . 3 it \/ s . ,_____ 2 Transport Lax I 1 0 6 SO' Typical Ckanout 125 Feeder Lines � kP Z ca.\ Or;�� Spy„•.9 Typical Obser.otion Port 1.25' Lateral Typical observation Port 5-;tvzi Gr•ol4 Detailed Drainfield Layout o t iniy,,) Scale: t- • 10 Ul 1 1 !..__= edd42 0' I0. 20 Sandy Loan Filter Fabrc Gower / Fill �g n �r 3/4' to 2 w `Z,, Dr 2 0 -- iz5 Lateral ain (3 ) 50' 1 .25" Sched. 40 _aterals Rock ( 10) ( 10) 3/ 16• Orifices @ 6Ct" 0.C. / Per Lateral- 1 st 8 Last Or fice 30" from End of Trench. 24`'a- y Restrictive Layer • Drainfield Cross-allSeEction View Screw-On Cop Not o 4 lb * i ' -y it.., •i d a MAR08 2023 \ ZeeEow .� ' �: -;�P�. O erto: clean o�; • MASON COUNTY ENVIRONMENTAL HEALTH a< t. Jsw $ '� • Note: Cteanout to be from 0 to 6 inc yes oebw fl- '•t.fi�i. Finished Grade. Mark ends with Rebar. Clean Out t!s� 51.00349 �' Recurred at the End of Each Lateral. Note: 0 • Observation Port YC?y ,PAULA JOY JOHNSON'�'� To Be 4' PVC Pipe from Bottom of Trench LLS,, i 1)r IGN Al �. `� � Tr To Finished Grade. Removable Cap shall be EXPIRES / lr,stdfed on Observation Part fie. Anchor Arrow Sep i Designs on Bottom with Glued-On Tee.• Minimum of 3 Total Reg ed in System. ty ( 3 6 0) 8 9 8— 2 . 5 5 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Clean30ut(In.) 1 600 50 60 �� 30 30 30 2 600 50 60 10 30 30 3 600 50 60 Total Lateral Len th 150 GPM = 17.7 Total#Orifices 30 Dynamic Head Calculations 2 ft. Selected residual pressure: Length (Ft.) #Orifices Transport Pipe 30 30 0.18 ft. Feeder Total Lateral Line Length 0 29 ft. Lateral#1 50 2 52 10 Lateral#2 50 11 61 10 0.34 ft.Lateral#3 50 20 70 10 0.38 ft. Total Elevation Lift 10.00 ft. namic Head .,..:Do 13.18 ft. Total Dy AN, 'ICi t13 349 • � Z.--4:. PAULA.JOY JOHDNSON���k MASON 0OUNf0hfE O 28� .S:* A M uQ 3 NVIRONM_NTgI HE '' i, Jg ALTr+ tl • Flow-Mate iDose-Mate by iatta'IJCt) o . In high head dewatering or effluent s This is our fastest growing line of effluent applications where pumping I pumps.The 150 series is truly a workhorse performance is critical, this robust designed for reliability under extreme . family of pumps is known for reliability, conditions in an effluent environment.150 durability and performance. These . series pump curves cover a wide range • pumps are especially suited for harsh of applications. They are welt suited to environments. Zoeller's cool run design applications with low pressure pipe (LPP) and corrosion-resistant,powder coated and enhanced flow STEP systems.Zoeller's epoxy finish add up to a long-lasting, f cool run design and corrosion-resistant, trouble-free product. a powder coated epoxy finish,in addition to the hermetically sealed,oil-filled motor and I— Z non-clogging vortex impeller add up to a r long-lasting,trouble-free product._ v 1 e JLL. tee i MADEII trL a APPLICATIONS: iit APPLICATIONS: '. 2 • STEP or onsite applications • STEP or onsite applications , Pp110 p • Water transfer Light commercial dewatering til r. ,r ialdewatenng • Light commercial •� if 0 V t At MaR SPECIFICATIONS: "4Q O & tw„,• 1-1/2"NPT discharge OjJ(�T V/ 23 so�� ?®SPECIFICATIONS:• 1-1/2"NPT discharge 3/10 HP through 1/2 HPrEAJ 0„, • 1/2 HP through 1 HP Available in nonautomatic or with a variable 1., E!V i. yE-, 1 � Available in automatic or nonautomatic • piggyback mechanical switch •r I Model 137,139,140:1/2"(12 mm)spherical solids • 1/2"(12 mm)spherical solids capacity with vortex capacity with vortex impeller thermoplastic impeller 1 • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784. t vortex impeller 2 1 •• Bronze construction available(139 series) 1 High head version available(145 series) i i • Double shaft seal versions available for added protection on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. i PUMP PERFORMANCE CURVE u. lPUMP PERFORMANCE CJRVE MOD � 1521153 MODEL 137;:lG1l5 � 50`, ,■■■■■■■.. I 14 45 153 - ,......... 12- d0 ,, ■,..■..■■■ I , „ ■......... S 70_ 35 152 ,•- ■.,,....... 30 ,".......Z c 8- 25 151 ,:_ .�M��...... 1 „ ■..`...... k P 6- 20 i*- ■.■.,.....P. is • ��:....... 4 10 ® ....'1,'... i 2 5 �....11►... �....11...� u c ■■■..®..®® 1 GALLONS 10 20 30 40 50 60 70 80 90 100 z u " F K z z u z 1 LITERS 0 40 80 120 160 260 240 280 320 360 i `"'�� FLOW PER MINUTE 004505 sa , q a :• i" t5265e no,r,ww r 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com . • ._ 11 -------__ _-----.------7_ ____-------- ----------- ------------- IT Sraa \ . secUsEri LSD WITS GAS-W \ -- i ., ; 24'DWIETSt 1 t . 1 1 _ Aceim z'sER „--------t Fano GRADE i i ,.....----1---t. • .._________,__---- I, ---------.--I------_-=-. 1 • - i 1 --------------. . ' omm-- r•--- .."-- i ; 1 al ...... „...r., Ylak . rr— r..............--1--1 .1 • . • • itiPtile 1 , . , , : ;.,_;..i....... • --4.7"•...-r-----L-777r-' _...--:-----,, , 1• ! . ,...„......-......Ls=r-r--, i i 1-H. ----------7----1-1 I 1 1 . FRC*ieraysz 1 • , Fi.cualreemAT 1 1 1 ; : 7 ! I 1 1 t APPROVED 447--- C t 1 1 .! i ERUgrr 1 1 i imiewi I I •••••• I Haw 1 il 1 _ , : • \ 2,a-o 1 , : 1 , ; , . Irl I 1 PROVE MAR 0 8 2023 NJ ra--• I . argAgia MASON COUNTY ENVIRONMENTAL HEALTH JBW I culizia,i.ozi vent axis Toon-setz. ThREADEci upoon . 241'=NEM , sEienCE FJNIEN GRADE . YAM g _ 117 ,Li . s ' PEON SEPTIC TANK . .c...j.....t . ,.. t , 4 1 ii 1 ----r-r- 0401021401.STORAGE 1 I I 1-lai ; i ANTI SUWON t i f 'NIGH WATERMAN. • •- 1 i 1 VALVE* f I I i :---r-7 i i i i =PM TIP=OFF LEYU i Weenra VC4-W4E *--. 1 1 - INDEPENDENT 1 I FLOAT MN Y , S3M MCAT H " . EMMOSEM PUMP ' . 4...„- it i i PIOUNTIMG 0- C) GgQ 1 a:ME SHROUD* .-. 1 1 W `1....„,..= I,..---a CHECK VALVE ek i i i - . ....__. sEedmaers i susbuiscsanz . i - 1 CENTICEFUGAI. MEMP-SadesEMER PUMP . \I•Adti\, ( CAL) AS NEEDED i , 1 -e•-n-- y WC ..=pter 246-2 FIGURE 2 •- 1 • **No : Septic Tanks rrw... !nee:.-a..z..c.icall:S. rizuired z-: .A. ,..-. 72C and nlant.rfaMrer rr: st be on the Dect of 1-leet-'„list of registered sewage tan: .** - . 1 . ..,ek. . 4.40(3,\awl, $ tic Des igvs W . �. ,. • -tit, ‹ `h` LVSTALLATIO\ E=. ' E.• : � fir. Pressure Distribution Systems Y'�. PAULA JOY JOHNSON. k� a'L'ttittstSrb bI4Si lfft y `.1, yel 1. Install Laterals with contour of the ground 2. Install trench bottoms level. is 3. Install locator tape or rebar at each end of all drain- el Owe required at distal end of each 4• Install observation ports as indicated on the o-t�dr2:.n.ock,nativ., soil `nterface. Glue � o , lateral in drai-nfield with bottom extending round. Install "T"to bottom so Observation Port cannot be easily removed from removable cap on top of port at final grade level. weather and soil conditions;5• Install drainfield during drytions; any soil smearing must be 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. 8. Install 1/8"mesh non-corrosive pump screen(min. 12 sq. ft. surface area, not to interfere with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic Pull bio-tube every 6-12 months and flush back into rank. 9. Install anti-siphon valve above pump in pump chamber to prevent the pump chamber from siphoning into the drainfield. 10. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 11. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure test and Environmental Health Dept. approval, tarn 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. 12:1ilter 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 ttench wall. 13. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 14. Divert all storm water runoff away from on-site sewage system. 15.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 16. Have the septic tank and pump chamber pumped or inspected every 3 to 5 years. • 17.No vehicular traffic over drainf eld area. 18. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 19. All materials and workmanship must meet County and State regulations. 20. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 21. All manhole lids and access, sarr'piir-g or inspection ports must have locking covers and be located at ground level. 22. All pressure systems with a pump chamber outlet higher than the drainfield must have a _ 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 23. All transport lines under driveways or p:, ' a areas must be encased to prevent crushing. 24. Homeowner is responsible for all prop i ' ' pRo — , ., r.. MCOE MAR 08 ? ,3 .. _ ASON UNTY ENVIRONMENTAL HEALTH E JBW