Loading...
HomeMy WebLinkAboutSWG2022-00289 - SWG Application / Design - 5/17/2022 (2) MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400 SHETREE ,S 42 TON, ,EXT 584 J I. 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: SWG2022-00289 APPLICANT GRADIN SCOTT J &TAMI J Phone: Address: 28226 203RD AVE SE KENT, WA 98042 OWNER GRADIN SCOTT J &TAMI J Phone: Address: 28226 203RD AVE SE KENT, WA 98042 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 60 E Skookum Dr Primary Parcel Number: 220075000003 Permit Description: New 2BR -Nuwater Permit Submitted Date: 05/17/2022 Permit Issued Date: 05/24/2022 Issued By: Rhonda Thompson Current Permit Fees Paid: $820.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/20/2025 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY — DATE RECEIVED: MASON COUNTY ini COMMUNITY SERVICES AMOUNT RECEIVED: RECEIVED BY: CO rn CO)Public Health(Community Health/Environmental Health) /y�� ( 415360 N.6th Str et-400 Shelton. n.WA 360-275-4467,art WO S W G 20 Z 2 —0 0 2 V� o xi 115 N.6Eh Street•Sheeen.WA 99591 Z Cn ceGt es.l_r ON-SITE SEWAGE SYSTEM APPLICATION D D g m n APPLICANT PHONE m(- Scott Gradin (206)617-7392 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 28226 203rd Ave SE Kent WA 98042 cr.3 co SITE ADDRESS-STREET.CITY.ZIP CODE _ 60 60 E Skookum Dr Shelton WA 98584 co I N NAME OF DESIGNER PHONE (n I N Arrow Septic Designs (360)898-2255 NAME OF INSTALLEP PHONE v I CI Maples Excavating (360)463-8474 R CDDRINKING WATER SOURCE EnI PERMIT TYPE(select one) Q PT RESIDENTIAL OSS ECOMMUNITY OSS ECOMMERCIAL OSS El PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z I 23 PUBLIC WATER SYSTEM Timberlakee TYPEPE�OF WORK(select one) C�t t ill NEW CONSTRUCTION/UPGRADES u)REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR 101 SUBMITTALS 0 SURFACING SEWAGE CI EXISTING FAILURE CI SHORELINE NEDESIGN FORM(REQUIRED) ESEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE IT I CI I( EWAIVER(S)(IF APPLICABLE) 2 .2 Acre 0 o DIRECTIONS TO SITE AND SITE CONDITIONS:(en.locked gate) Take Highway 3 towards Deer Creek. Turn right onto E Agate Rd. Turn left to stay on E 1 I o Agate Rd. Turn left onto E Timberlake Dr. Turn left onto E Timberlake West Dr. Turn left I I o onto E Skookum Dr. Property will be on the right. -1 CO SITE SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I W OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(far reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE 0 COMPLAINT 0 OTHER: INSPECTOR SOIL L n nr IL, \--7\\ COMMENTS/CONDITIONS 'ti \\\\ "FEB7 .423[ d — 5)1 Ae 5v.-J € I1) tif0 \ 21 t-( 7 _ -5 0 RECORD DRAW NGAND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INS TOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP CATION APPROVED!ISSUED BY DATE (,� 4 �.- l3�-z) S--20 -29 6(1)t,J�I �h -�3 23 THI Ft 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: 2 2 0 0 7 — 5 0 — 0 0 0 0 3 A design will be reviewed when 3 conies 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 0 Scaled plot plan,including all applicable items on checklist. o 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 2022-00289 Designer's Name: Arrow Septic Designs Scott Gradin Desi er's Phone Number: (360)898-2255 Applicant's Name: ' � Mailing Address: 28226 203rd Ave SE Designer's Address: 171 E Vuecrest Dr Kent WA 98042 Union WA 98592 City State Zip City State Zip '::-• • DESIGN PARAMETERS Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: Et Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow:Operating Capacity 180 gpd Length 25 ft Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 4 Receiving Soil Type(1-6) 3 Separation 5 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices 20 Designed Primary Area 300 ft2 Diameter 3/16 in Designed Reserve Area 300 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 100 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 8 % Diameter 1.25 in New Slope, If Altered 8 % Preferred manifold configuration used? I 'Yes 0 No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down_slope 9 in Schedule/Class 40 Designed Vertical Separation 18+ in Length 40 ft Gravelless Chambers Required? 0 Yes 0 No Si Optional Diameter 2 in Pump Required? le Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice Eiti Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 11.8 gpm Timer Eklapse Meter litEvent Counter Calculated Total Pressure Head 12.32 ft If Timer: Pump on 2 minutes ,pump off 6 hours Comments APPROVED FEB 1 3 2023 k LTof MASON COUNTY ENVIRONMENTAL HEALTH _ I JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 0 7 — 5 0 -- 0 0 0 0 3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations Drainfield orientation and layout Reference depth from original grade: Et Soil logs g Trench/bed dimensions and Septic tank Property lines critical distances within layout Drainfield cover ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property lid Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks,and locations Laterals,trench bed,top and surface water and critical areas Observation port location bottom ❑ Location and orientation of Clean-out location 0 Curtain drain collector curtain drain and all absorption lid Manifold placement 0 Sand augmentation components Vi Orifice placement Other cross-section detail: EZi Location and dimension of lidLateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed Buildings g Other Information Audible/visuttYl referenced Yes No lid Direction of slope indicator Eid Scale of dr. Sit•4vn on scale lid Design staked out Waterlines bar : `� , 0 1YS Recorded Notices attached lid Roads,easements,driveways, M . . rP 0 171 Waiver(s)attached parking •' � •. 0 Pump curve attached �• 3 •r, 0 l�Evaluation of failure ig North arrow and scale drawing '�• .� shown on scale bar L .. PA 5/00349 : Non-residential justification ULA JOY JOHNSON ❑ [�Waste strength 1.��K.lMSEfb.I5McNrff.. 0 gFlow DESIGN APPROVAL The undersigned designer must bent ed by installe at time of installation lid Yes 0 No Signature of Designer Date A?.;S�N /44%. The undersigned has reviewed this design on behalf of Mason County Public Health and determingWolejno compliance with state and local o it regulations: F,y� <�� PSA En iro y�•'A.I Health Specialist Date 94 ,1V CAUTION: DESIGN APP OVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. • -25 ✓ 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. Updated Date: 12/7/2015 • r . \ •:i.'.!.:-....••••••' •.' :-'• . ;:•••:;:i • x •.'.''';•AO e• ---- - .4 1?AU"A' ,...• V.St.' , 4,, 4 4-4. .9... . t V.•,.k„... ..,, j..••• AV"' tz k.... 4, ti A A ...,kV •••i$4.. ,0?rl. IN s.v...14t... 4X .... ..:.......,. 4.. , ,,.,..... t:t .k - •t• 10 r,.Y.tutt, tr.., ...'....c.., k ' .,.... i•.,,,.. ..?, .?.., 4 s,...-.. .1. .,} ...e •,-,4: . ::... 4%. r'.-- .•: , '*.'" 4' % • ,:,1 '.7 N... ‘k. ,••.?• '''' •• •. 1k ••1 41 a! k; -7 t ,-.., „,. ..,. % .,. ,,,,:?--,..-. is-, 4, .tc'. ‘1,k WA:, 1/4'..' kl 1/4 .k -,-; . :.,•-• Vi ( f•s; -"ri',- .i. , '' ''. ,t iili'''w`'..'4*.''''''''. 'I P ..•' t. i•,„_, .'I..., et-i.t 1. ....' ••".. ;,% ql.,:t 4 •"'-' ,.,t k il.i. „k 444'/I t' A WC*4..... 1‘i.e.,. ..**'* • .r.17 * e#•••'.t 4? $ i .. '', '' .§; t!' 2- .1 N i-• .4.. 4 . .. -V ......, . . *.' .t5; .211P '4 - 1, 34 ,5 T, ,ii -...-- ,,o. i •---,r...#. .1%-ig 1...,711 $0 A A.,.....,, .,, 4.4' .;_ •,':: •:e..:.:,,,I.R.. 4i.2 ....,..ras ..,....e c• 1•,'.... '1'7 4"',t1• 4-4.4',4it,,§ 44..,'-:, i:.'•.• .4.9' ,.''.•,'.'4....^•f , :t.•4,,,1T, ,', • k ee / • is----, .' st * •-tc.; -,,,,,,,,.. .0._ . ...,. .. a/ , 4.v. , .... 4.4.4' 4.:-...;_cp.,*, ' .71. ,.., • - / • 11/. 7 / .,, • •,', --1.,. .t.. .--a'•-•!..• .41 ."'..Z.-•• ‹i A . 'tit v. P t :1. ' ; "'. 4.`k,. I ",. • f •••,•*••• 6,4 4 4 A .1* .7 • Zio-. 0 4' 1 -..._, • ' 0 7:.• -4... .,..0.'s .r.,,.4%4 ... •-e„ it .?. •`'s 44.7 ::.1 ;,.. „•:-.4, .*. .1.. ":•.;.•F .., 1 .4..: v ,-4 II, ...•- ....., ,..4 .0 .4.4, -----. Z C\I z i e., •?V N. .. V. N • "5. •:"." ".' s' I , Vt.. .f.va.,4'.,:ila% ,fir...i...., .....„ ..1 . : .. t.. ke • ‘' ' 4.4'Ala. : ''''' 'V li n .t. ,, • ,••,i. i, 1 1-- •-t .„ii•-,...0.Z.1 •1'...t.. ....•.:i.??0%, 4'i - •-• 'T.:4 V . •4../.: i .. (.9 4.. ,'7.: • 44,•!1.'... '. 't §s.• 1 •.:‘i . •-.2, Z .ri- .*;•6fi••••.. • .. ;;!:' 4-1.4'. •• ••t•••. I F• ••:t4- Z... • f• .. No ,,, R. ...... ,. Ill u_l 0 0 . ( - • 1, ::;..... N , ... ..'" .,14,. ------....4,''', ,;?-•-t,„:4k- '''',..1 $'14. I.I. 1 i , o .4 ti) Id C\I a ......j. .-*.---..,''''''...• i7-1 l!c . 4 ".6.4...._ ,1•4. i••••-1 ‘\• ••1'1 .. .s. '''i %/. '......k. „„,/•il•'''-';',41... b•4 •k ' A,"•'4.• --.,, ,- ....i - ..44,,..,. ..•;.. i•-. - "k• 4 t, sit ,,V .O.,' A ' ;:•••,:-•'•0! .i...' ..e' 'lk....(*.•,.e. ' i,.?' .;...1:.0 ''•W tai‘..N 0 U... - • 1... . .a:.---7'... ..4, -.'"'' : k . \ 1 t *. • .y.•.0 4. .1' • l• t •Cr'. ..1,:. '1 k'..t.• ri's. i.rist. 4., • 47', 4..1- 71 ii; w < >- 1... . i;;.. -,-...s. • .- &:t-:.. t' k .? * '` / /4 4.) .•-• 1-- •*: ,*•. it-•••:LLT..•''t%.•- .,>. .• .. 1 ra: •Ei4)...C.."•••rat•+.':i:1,'' \ ftr , 0 0.i.. w ...,11.-- z : •••• •'' ....,, "*..., .• ,.., ••• -:: t,„ ', 0 :,i+' • ..Z, ..44.' ,•7 ... D ,...- !.. lax ,..4.'• la ••••'el•-' k..* '.4.4- 4-A tr,l.'..-',"*:*.••..,,;.' ' a LI, 0 z: • • „.. ki , yt ''...,;.. ..,-; 4( V s Ni -% 7 i Cr CO 0 :3 ‘..t. k .i..,‘4•97::-!?• ...'''-:::''.'&-.., -.- s-• •• / --..,\ ••••- : '.. ,4‘V Zi-:4.- . ' • ".1:-k.-, 7 '...4.-.i.; , ri,i,• ,., / 05 z t.,.. ...;6' ti ''',./-.s. ' . ,... •sk!) v....„. .. ... ...men:, ',A.....4 A:.,....< ."r r 4%. , •„ , ..,..c. '4f. it•.. . l N .to a 74 •:.„.... •-••,,, ' ...,‘ *-4,`.. •- 3is ; ' ‘... !4i 4: -....e.%..re. • - 4 k: k. ' --.4 .:, ztt '',.. #•''''%.,. • .." •• :. $.4 tii 4' VI 4.•,:;:, ... _4,/e....1 A•4 t!,. V!? .,. .4.•••,,,....• / I „„.............,.,„4silt •. .--,x. ;,.., ..:.,..,.. .,t ...: 1-- , , ..,,. - a,. , -4-..c., ... •• '0%..,: !• ,., ... eillillEID 0 ., yi‘,', 10.....?...4.... 0.4, Y k'S'-w••49, A.i• ......16. •!••. 1 . 14 - •ft..,' . -...... _) "e•-• '•` ....0 Ir.'. WY/ 4- ' 'ti.",•e•- .. 4, x,xi / -, :,,,; 4., .-. - „ e,, fr: .. .....,. -- . 0r•-7' t .` . .* 4 •-• 4.• .. • •."--„. • i ' e...':..k._--' ,r-'!-, • ----- '- • • -..—.. /,... .v _4....•..-.V.i. ' •'ft---• /.9 ‘,... -.,,,,•• / ••••• :' .,,,,, 4, t .e'.1"' 1 : * .'''• '14',-% I ' 1 ------- - "Jetzt".N -4•4'.4. '• ••• .•• 4 / i., ,... ...1. *".....,. ‘../ .. , .`. ,,i1,... ., ,,. ''''..gto. I..r,,. 0 .; j0,..., :., .'t. 4, 44. •,., I N :...S• %,C:.9 k1?S .14 g ...k 'bs ', - , k L.'0.1.” .....,74,/ '-. I , . . •. , , w -, otiv.a.„; .-.„...- ••.p. .t.,. ,- , •:„0... / • .. I 7•••-•'''''ert.1,1" '...,' '..? ...n.F....4•.• 4••• .., IV .`••••...." .st. ..!rZlos.,.../ , .. Z••-•,. ..'14:•"4..1'....4!:...Cf•- ss. •••••• I\...0'Ss:\\ ,•• / •• '• r, -.. -- ' : - .:.- 4.1„). ' • i • .L •.- -----1 Li's" (.....-- ! '•- -,- L., ,.• i -..-, ! , 4 .4. • '`.......4•4'4.1,.•:.:T1 ....V.4/N...., .4' „ , , '',...•l•r:4•r.! / . •...._ I ..j ;••• • NN e rAs '‘...., . i -N.-4.., P : : F . , , )....t'i,.. • ... r? ,.. .,-,2;;• ........- ;:,,t.;-,..t 1 •i C. A 1.7, • ••• i ...... .....: MASON COUNTYVIRONMENT i•CON Ivirril ..3,F.P.1.1.1. I: 2°0 11 EI EN , BI"3 , . AL HEALTH ' i • JBW (...J . (,) . gii -CI • 1 go' SGAut :) T ` o �o z 3 KO `�'S r LOT P�LA � 4 �' Qor� Sc.,OT i UAp1 N ;in ?P .c i 22001-50-OOoo3 boES.00uN1Dv-NE CY . I ,6T o 1 ,/ - E.S T 0 LE min. ® 1 LOGS - n „ kn4i ?Eg "4' `- 0_-50IIV&NAS, 30'' -- f tNSPEcToR C/oM(,74‘G"(' i� 2,.^-O -26-t" V&M S, 29 141 cam-{ rci MoT UN&/COw\PAcT I NEW 5,A-L_=(," Dts-r, o -2`-t" 1 L5 + R.00Ts , 2-`-t'L30'. 1©$ I Gm -t-o QOMPALT. 1 (},,, 0 -2ct" LSA gooTS, \ \ 1 `,3 2 30'G j NO - (0LS E 4-?oo T 5, \ \ \ \I #4 2(6- 3�1. bibs. ` \ ' �s;t (q) 3 X�5 P R) MA Qy of DI ' 1 1 Mir T2 .Nc.-i�5 OG Lo�E Ai t2Ese�Uc. B�L ow 1 a \ -- 'w --x. S Le EvE w A---v eR _\IN► . Lv4 .- i --S kooK\itM DR Kul .k+a ?,, Ol Audio-Visual Alarm `o< w P k O Cleanout N „, .. .•k„ •-iCa' 5100349 0 NuWater BNR-500 ATU Tank a PA 1LA JOY JOHNSON.% 31,000 Gallon Pump Chamber "`'=Q.� REso^i�ki - O Valve Control Box A P P R o v E ra FEB 1 3 2023 110 MASON•COUNTY ENVIRONMENTAL HEALTH 3 9 JBW r • —a „.... )S,_ L -t \ 4 N 1 T° -N7.-'----------- 2.5- lice,.( O091.41 4.41°Vh Po✓f f- ‘ d • ,c - . . - et'1 , z�t • APPROVE 1 / e 17 FEB 1 3 2023 L r ii N d G MA�(3N CCUNTY ENVIRONM j, �O ENTAL HEALTH ,.z� �. - .JBW i'i:U� PAULA JOY JOHNSON ta-SL1CI`lhfS� "U�SiGNk" r • Tye o Detailed Grainfield Layout . � Scott t• • to• Grade • 1 [ [. t 1 0• ,o: 20' Cr to It Sandy Loam Filer Fabric Cover / Ff Qnand Grade • • (4)" 25' 1 .25 Sched. 40 Laterals 2'' . 2-tie`° 1. t.�- Lota,at 12ii (S) 3/ 16 Orifices @ 60. O.C. / It —�/ or in 6. Per Lateral. 1 st & Last Orifice — "°a` 30- From End of Trench _if_ i 11( 36- • Serene-On Cep 1 e t-I"-- 45 ooyroe Eta, . Lateral Restrictive Layer -- . Ena or o�*u -- Drainfreld Cross-Section View Hat To Scde Note Qo 'out to be from 0 to 6 tic lea beam Frishod Grotto. Mork ends with Reber. Peen eat Rote: 0 r Gbservatiofi Pei brad at the End of Each Lollard 'To 9e 4' PVC Poo frac Belem m of Trench To Fxtiehed Crude. Removable cap shah be p c?�i g n s 'notched on obe.r + P� Arrow Septi �, flatten Tee. (360) 898- 22 55 ,,�,,, of Lt Total Regtiad in System 4�9 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 300 25 60 5 30 30 2 300 25 60 5 30 30 3 300 25 60 5 30 30 4 300 25 60 5 30 30 Total Lateral Length 100 Total#Orifices 20 GPM = 11.8 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 40 20 0.11 ft. Feeder Total Lateral Line Length Lateral#1 25 2 27 5 0.04 ft. Lateral#2 25 7 32 5 0.05 ft. Lateral#3 25 12 37 5 0.06 ft. Lateral#4 25 A17P p RO V ED 0.06 ft. Total Elevation Lift 10.00 ft. FEB 1 3 2023 Total Dynamic Head 12.32 ft. y MASON COUNTY ENVIRONMENTAL HEALTH • JBW • SECURED UD WITH GAS TIGHT SEAL THREADED UNION 24•DIAMETER . ACCESS RISER SERVICE FINISH GRADE ___.__ _.___ VALVE• FROM SEPTIC >� �i ) -- I .-- To oRAINFIELD TANK ` --- I STORAGE ANTI SIPHON VALVE• HIGH WATER ALARM LE1...EMERGENCY — — ' . ltiOEPEKr10EaT NORMAL OFF WORKING VOLUME FIO ATSTET MOUNTING r ENtX.OSED PUMP SH O• - -.=_... , CHECK VALVE• t &it •VSEOIMEN T8 � -.1 • .11 8U�I BIBLE TRIFUGAL • Y � ' ,! PUMP 57!10349 :4,f EumestwisER "�- PAULA JOY JOHNSON . �K_� 4: . BYPI 4'-- ---.�-.Crivs.briK&.Oivl_a.. 'As NEEDED 72C Septic Tanks must meet standards required by WAC chapter 2tanks and FIGURE 2 manufacturer must be on Dept of Health list of registeredsewage 5.,r n►A mu Ashlirofinn t!'i'17-I)22 Page 35 of 65 .41. y 13Z 139r . .w-- a. .. 151, . rc..`: . .. Flow-Mate - Dose-Matepi ectia.14aAQAQ. I In high head dewatering or effluent This is our fastest growing line of effluent applications where pumping 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 well 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, cool run design and corrosion-resistant, trouble-free product. ' powder coated epoxy finish,in addition to I— the hermetically sealed,oil-filled motorand Z = non-clogging vortex impeller add up to a r {y� e� long-lasting,trouble free product. ��E G Li...11110",.....o. O° Se 1 t LJ.. MADE MADE I °r Lim I W 0- APPLICATIONS: •PPLICATIONS: 2 • STEP or onsite applicationsAPPROVE TEP or onsite applications • Water transfer ht commercial dewatering cn • Light commercial dewateringFEB 1 3 2023 MASONCOUNTYENVIRONMENTAL IFICATIONS: 1/2"NPT discharge • 1-1/2"NPT discharge JBW LT't/10 HP through 1/2 HP • 1/2 HP through 1 HP • Available in nonautomatic or with a variable level • Available in automatic or nonautomatic piggyback mechanical switch • 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 • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784. vortex impeller • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. w PUMP PERF�N�C/E CURVE iIb POMP PERFORMANCE CLRVE MODE 52J 1 53 MODEL 137/I40:145 50 :z » '■■■■■■■■■ 14 45 153 es ,■■■■■■■■■ soa ■,■■■■■■■■ 12— 40 \ „ .. ■.■■■■■■■■ ° 35 1 m ■ ■ ■„■■ ■■■■ - 10 \'II■■■■■■■ , ■■,1,■■■■■■ 0 8— 25 151 i,: a ■■■`■■■■■■ og 5_ 20 1. ■■■■,■■■■■ e .■■■'1,■■■■ 4 J 15 0 ■f'\..\■■■ 10 s ' c ■■■•aiw .■ 2 5 1 ■■■■■1I■\0■ . ■■■■■11■■®® 10 20 30 40 50 60 70 80 90 160 GALLONS ° ,� :, r, x a » a a •x LITERS 0 40 80 120 160 200 240 280 320 360 uwu MPS, FLOW PER MINUTE Droste R...W.4M '52E 56 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com (Q.6 1 e•-r DUAL PORT AERATOR WATERTIGHT LID VENT(typ) 'I • RISERS(TYP) \i t� I t t 1'PVC(TYP) --\ u 112•PVC( MA$TIC I� 36•MAX. S AIRLINEIF 1 I l r COUPLING i &REDUCER N 6• ~ I r TEE ! I PVC SLUDGE RT I 12• ' RETURN LINE I 2•PVC DIGESTER CHAMBER I CLARIFIER TRASHA CHAMBER i OPERATING CAPACITY:421 GALLONS CHAMBER 1 OPERATING CAPACITY- GALLONS GALLONS FLOOD CAPACITY:494 GALLONS i 160 GALLONS j I FLOOD:191 GAL.j FLOOD GAPACnY�490 i 1 I �65• 68• 1 i . , �• 53. APPROVE . ° ° o X tl2• ° e o TEE 0o ° ° o FEB 13 2023 • MAS0N COUNTY ENVIRONft1ENTAL ryE,q T tr II: J './ • --DIFFUSER BARS(2) ' ' �.r ••�• PARALEL TO TANK WALL 4• I I r } SLUDGE RETURN y / 1.S TAPER • Y= r=1. 1• 4 R STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than tank on ail sides. s-r 2)If bottom of hole is stony,install 3"of compact sand&level out with screed. 3)Install tank in center of hole,keeping 1 ft.void space on P , all sides. I24•RISERS crYP} 24 BLOWER I i SING CAS 4)As tank is filling with water,fill in void space with compact SING oCA LI granular(sandy)soil free of large dumps of day. i 5)Install rest of system.&affix risers to adapters with !I I I 4,-S. waterproof adhesive. E 11 ` / 1 7 I 6)Perform watertightness test in field as required by local \ // ) jurisdiction. I I ,r RISER1' 7)Upon approval to badcfill,carefully backfill with native r, r r a soils over top of tank. TRASH CHAMBER !I DIGESTER I 1 sg3l . 8)Final grade the surface to avoid chaneiling surface L____ ___L I I`—— water toward tank. Lckeyiny 1•=28ft = _=- AEROBIC TREATMENT TANK DETAIL FOR .... �,�� �, NuWATER BNR-500 TREATMENT UNIT IT- ��" ENVIRO-FLO, INC. REVISED: 3/01/12 \;i Wastewater Treatment Technologies v,,.„T ,;r. P.O.BOX 321161,Flowood,MS 39232 SCALE: r� (877)836-8476 (601)845-4716 fax 1.4 ft. www.enviro-flo.net —I .6_ I . ........„........ di.siiVL tr'.1 +y By I II I 1 `"\ A V `\ "\ d •' 0 i j / ,41.410,I*S...__...•' il -"--1 11 ••,...„.. (, (Co . 0 �� �1 T i, vet: "Orli•---'. . apzil -.111: zip. .... C .13, -. . -1;77.4:001:- ----- ! ai +: , ,v r © ,15 ri./A8) C4 O tip 0-.• 1011 61 et di lif 40. r igiode lit , e' . -0 te rt [1 <. { PARTS LIST NuWater NR Assembly Diagram le i A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2: N EC) B.3B"RUBBER 90°W/CLAMPS{2) N 1'PVC(3 1,7'SECTION) • C.3/8"BARBED ADAPTOR X 1/2"NPT(2) O.1"SUP CAP (n D.1/7 SUP X 1/2"NPT ADAPTOR P. 1/8"CLEAR PVC HOSE(OPTIONAL 5' O E._1'STREET X 1/7'NPT BUSHING C3) Q.1/2"PVC?IPE(BY INSTALLER) I P 1/7 93'ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1"X 1"X 1/2'TEE S.7'PVC PIPE(BY INSTALLER) CZairi..1/4. H.1"90°ELBOW(3) T.1/8'BARBED ADAPTOR TO 1/4"NPT(2) i.2'X 1"BUSHING U.1/2"STREET X 1f4 T pHiNG(2) 1 J.2"SANITARY TEE V 1/7 PVC COUPL O K.1"PVC CROSS W 7'COUPLER( ALLER, fii v EL.1"COUPLER(BY INSTALLER) MAso�rCQjjpi 3 20?3 Revised 2/25/12 Vets,/ jaw 6f-9 vrNaNmENIgL yEALTy Wixom, Septic Dot vs �r�� p4 w NuWater BNR Pretreatment a -`r INSTALLATION & 1VIALNTENAyNCE S1-0J49 - '�t Pressure Distribution Systems r'p�' RA MA JOY JOHNSON l.�c�rs�a»EsicN��, 1,c�o-w .,S o�Ti�1; _ 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. ;. Install locator tape or rebar at each end of all dod t planeld0laterals.ne required at distal end of each 4. Install observation ports asicat d on the pl lateral in drainfield with bottom extending to the drai removed from groundinterface. l Glue "T"to bottom so Observation Port cannotbe easily removable cap on top of port at final grade level.5. Install drainfield during dry weather and soil conditions; 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 ) 7. Install audio/visual high water level line to prevent Redundant system from off tch not drai�gequired. back into the 8. Install check valve in pump outlet pump chamber. 9. Tee to Tee construction between laterals and manifold o'lock, (do not glue), after pressureInstall laterals to the manifold with the on 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. Encase all water lines within 10' of drainfield 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. 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 a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines. 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. APPROVE ! FEB 1 3 2023 f MASON COUNTY ENVIRONMENTAL HEALTH g( JBW