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HomeMy WebLinkAboutSWG2023-00010 - SWG Application / Design - 1/18/2023 irMETit1 I 18 21123 -- OFFICIAL USE ONLY- - DATE RECEIVED: :,'. MASON COUI JC. -_ OI 1 (bf a-OP3 u) .I I. • COMMUNITY SERVICES AMOUNT CEIVED: RECEIVED BY: f' Public Health(Community Health/Environmental Health) - .9.J k"i G M 1(.0-4n-9670,e+t 430 0•ft.&))S.446/,a tt.is Eli 0 ..�. 415 N.6th S'reet.SMi:nn.'NA 9fi584 S W G c%).22 0 00'O 5 Z (n •ON-SITE SEWAGE SYSTEM APPLICATION D 1T1 PHONE I- Mark Linden (253)298-1501 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE _ g 2319 N Fremont St Tacoma WA 98406 m co SITE ADDRESS NE Tahuya Blacksmith Rd Tahuya WA 98588 v I N NAME OF DESIGNER PHONE (D I IV Arrow Septic Designs (360)898-2255 NAME OF INSTALLER PHONE 0 I (A) Shumaker Construction (360)275-4855 z I (A)PERRMMIT TYPE(select one) DRINKING WATER SOURCE O iif RESIDENTIAL OSS ®COMMUNITY OSS ®COMMERCIAL OSS El PRIVATE INDIVIDUAL WELL lir PRIVATE TWO-PARTY WELL Z I O TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM 1 JNEW CONSTRUCTION!UPGRADES lJ REPAIR/REPLACEMENT OTHER DETAILS(select an that apply) 0 TABLE IX REPAIR I al SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO ( DESIGN FORM(REQUIRED) iff SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE O I MIp O EWAIVER(S)(IF APPLICABLE) 2 BR .25 acres o I o DIRECTIONS TO SITE AND SITE CONDITIONS'(ee locked gate) Go out Hwy 3 and turn left after Dairy Queen onto WA-300 W. Turn (L) to stay on WA-300 I I o W/NE Northshore Rd. Turn (R) onto NE Belfair Tahuya Rd. Turn (R) onto NE Tahuya r I N Blacksmith Rd. Turn (R) onto NE Lake Dr. Turn (R) past red metal gate which is the last driveway on (R) before stop sign. This is a private driveway access to lakefront lots. Yellow N I o sign: "<--205/204—>" Test holes on upland side of access road. o SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE El COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS sv S'3 q( LtCp SioJ n '`VA h J � -4-10._ 3 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. I P CTOR SIGMA URE DATE APPLICATION EXPIRATION DATE AP ICATI N A ROVE ISSUED BY DATE le t 1-23 - 3 - 2 iOil 3:z/- 73 T IS Rh MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/72015 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400 SHELTON:360 427-ON, EXT 584 mi. BELFAIR:360-275-4467,EXT 400 `!ikt' R�. . '' Public Health & Human Services ELMA:360-482-5269,EXT 400 '`"``z FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00010 APPLICANT Mark Linden Phone: Address: 2319 N Fremont St TAHUYA, WA 98588 OWNER Mark Linden Phone: Address: 2319 N Fremont St TAHUYA, WA 98588 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER SHUMAKER CONSTRUCTION Phone: 360-377-2425 Address: PO BOX 3378 BELFAIR, WA 98528 Site Address: UNKNOWN Primary Parcel Number: 223305000204 Permit Description: New SFR -2BR Pressure Permit Submitted Date: 01/18/2023 Permit Issued Date: 02/03/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/23/2026 (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 Drainfield 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. 4 ' DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 3 3 0 — 5 0 — 0 0 2 0 4 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 'I Scaled plot plan.including all applicable items on checklist. v 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.:1aximum paper size: 1/ '•l /- _ .. ,.. - lc C - . • ..... j Designer'sName: Arrow Septic Designs, Inc Permit Number: SWG ���3 ' ��Q�.� -- Applicant's Name: Mark Linden Designer's Phone Number: (360)898-2255 Mailing Address: 2319 N Freemont St Designer's Address: 171E Vuecrest Dr -- Tacoma, WA 98406 Union, WA 98592 City State Zip City State Zip DESIGN.PA AIV.TERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield ❑ Recirculating Filter.Type: ❑Aerobic Unit Make/Model • 0 Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity giPressure E'Trench 0 Bed 0 Sub Surface Drip Septic TankfDrainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow:Operating Capacity 180 gpd Length 33.5 ft Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) 1,000 gal Number 3 Receiving Soil Type(1-6) 3 Separation 9 ft Receiving Soil Appl.Rate 0.8 gpd/ft` Orifices Required Primary Area 300 ft2 Total Number of Orifices 21 Designed Primary Area 301.5 ft2 Diameter 3/16 in Designed Reserve Area 301.5 ft2 Spacing 60 in TrenchBed Width 3 ft Manifold Trench/Bed Length 100.5 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 30 % Diameter 1.25 in New Slope.If Altered 30 % Preferred manifold configuration used? CicYes 0 No Depth of Excavation Up-scope 30 in Transport Pipe from Original Grade Dowtt<slc op 20 in Schedule/Class 40 Designed Vertical Separation 26+ in Length 170 ft Gravelless Chambers Required? 0 Yes 0 No litiOptional Diameter 2 in Pump Required? RI Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump& Uppermost Orifice 45 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 13 Chamber Capacity(flood) 1,000 gal Uppermost Orifice 12f Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. • Capacity @ Total Pressure Head 12.39 gpm NiTimer grElapse Meter 6'Event Counter Calculated Total Pressure Head 47.90 ft If Timer: Pump on 3 min pO %fEflp ;t P r Comments FEB 0 3 2023 5'.A UNCUUNIYtNVIKUNIv1tNIALHtALIH �efz_A,0 JBW DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 3 3 0 - 5 0 -- 0 0 2 0 4 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch lil Test hole locations E21 Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank Property lines critical distances within layout Drainfield cover g Existing and proposed wells D-BoxiValve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: g Measurements to cuts.banks,and locations CZ Laterals,trench/bed,top and surface water and critical areas 12iObservation port location bottom O Location and orientation of Eg Clean-out location g Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components Orifice placement Other cross-section detail: g Location and dimension of Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed Buildingsg Other Information Audible/visual •`i - enced Yes No lil Direction of slope indicator '"' g Scale of drals s' • • scale g 0 Design staked out g Waterlines bar - 0 0 l Recorded Notices attached l6 Roads,easements,driveways,. �„ F 0 g Waiver(s)attached parking :,-.• °` .. r O g 0 Pump curve attached � North arrow and scale drawing \�Nyti` 0 Evaluation of failure shown on scale bar - ' Non-residential justification y,�,`. staC349 4. �� PAUI A JOY j091 0, • ; 0 Waste strength 6� )�1JS� 5 IC wife f, 0 1f Flow � DESIGN AiP' - L . The undersigned designer must be tiod by ij talle at time of installation g Yes 0 No ‘ CAK 1 - ( 3-23 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-sit gul ions: Envi nmenta 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: - "3 -?f ✓ 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 Arrow Septic Designs 171 E.Vuecrest Dr. Union,WA 98592 January 12,2023 Mason County Department of Health Services 415 N 6th St Shelton,WA 98584 RE: Mark Linden Property(Parcel#22330-50-00204)Septic Replacement/Upgrade Dear Inspector: Attached is a replacement/upgrade septic design for aperty as located ins a at 1d in X1 NE87.TThe septic was ith Rd, to Tahuya,WA 98588. The existing gravity deep trench septic be shared by Lots 204&205. t even in the dry son. The tank is installed at a low elevation onLo204 indicateand has the existing sy�emwater on top of cons consists of atl 150-gallon septic tank The drainfield is not functioning. Records followed by approx.40 lineal feet of gravity don ep-trenched or removed and the old drainfield i so be abandonedrainfield on the opposite se of the access . road. The existing tank is to be decommiss Lots 204&205 are now owned by separate owners. Mark Linden owns Lot 204 and David Koberstein owns Lot 205. They would like to have their own independent septic systems on their own properties. Both septic designs are being submitted at the same time. Each proposed 2-bedroom replacement system will include a new 1,000-gallon 2-compartment c replacement drainfield isseptic 300 s.fwith effluent filter followed by a 1,000-gallon pump chamber. The proposedp pressure trench on the hillside on the upper side of the access easement. We are also proposing a new control panel with timer,elapse meter and event counter to extend the life of the system and to facilitate future operation and maintenance. The proposed septic system is fully compliant with the tanks being over 50 feet from the lake and wells and the drainfield being over 100 feet to the lake and wells. We have also designated a full reserve drainfield area. The property owner's contact information is as follows: Mark Linden 2319 N Freemont St Tacoma, WA 98406 (253)298-1501 If you need further information,please contact my office at(360)898-2255. Sincerely M .a ° PPROVED Ala J. on .�� ��,� AFEB 0 3 2023 p)r� }e�r Treatment System Designer MASON COUNTY ENVIRONMENTAL HEALTH 66� Gr -� Expmes ,� JBJBW .Zo6-1 O 11;0867�x MASON CO WA r c#,212 Og 10-7 Vol L---7 PG [.0•L 113fIouo9Yi11111WIN ug � i m�a m 3a8m iAl-r. At; 'Ili D N Pilo - 8, aaW i A 0 70o .- a I ", Z rn>�Gov _tlyril twat °R•AO ; I f rnMWtF35 kT Y _$ C Z<=O •nm +chi �`fp' oo 4 E. I __ .._: .._._._..... -- t4 J ft e< �D-I C O ARR H �- = 4 ._. 2-1 °"O m m O�1 S2 I "i ; 10 1 i' 1 < _ „m Eire $mm pp rtdt 4 ". .- p • ``\g t,4 3m gm o A Z DR „' a z NMAZ 4 its F ! c 0�p0 iT g Z 1 r a il i ,.. 8 z2 2' e m> f 4 e Or o m i c I I N No�oNS0000a 1 6 I • N N D�d�11Co , `° ti II 0 I V ; ONE $ It iI i u SASIS OF SEARDIG O: ,.. M°!. I C e Ll3 t'FTIF'W�t4.Y . _ - N # S. y __ 6 !. 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"7000 C--aiLam Sep•z:c T-,.e..... •• ki I ri ,..•-•,...4-Vik-' , • 47A0) 0 -,'4,t., •----. .. ...7----)) ' * -- •V :40, ... .-..4.-1. \ • lio 1000 c_-_—.,..--._ , 41.,1 „, ..si..7 ... : ‘-'. s.-r‘. .,:1., - v ::- ve •.----2s=ci 3. z...-.- 4414 , .... ..L :-'-1 .• •g;,$)-, n-:,) 0 Lk-k-----4", To 51.0C3.3S c.5\ ',1 e,... • ,..t.......•••••-•..r..`S'S•...•••a•-• PAULA JOY JOHNSON **. A.), ._,,e(--'• •.1.:CaNS'EVEgfO'r4k- '1, c..,s-c-c-c\.--cs\--c. --- ss __. • Zecsikp FEKPIRES U /15/ ............... , - - .., -te-,<cs.,$)._ Lot.- . . .. . • 1-2— ) " . I/ _3 .3..`:' • K ... 1 • . ..., "I . . _3 a..f,-, IA@ ..... I V OWL 1'0)5 . i . .wr,.. ev.:4-Ic.. 5,....1.....,2 l ,1 0 GO -I 2.‘ A --""•' . ' ..:1'. .." •• •4', %Ars A -.N ?- i 7 ) _3.3.f; .,...71.0. 5100349 ...-50.elo • ,41 • 4, •- •) 1/ 0 ..:0. PAULA jOY JOHNSON.:"..k g ••Lit Migktinfaittf:"i 1`....\)a-1 A.)g. cc '4,.\ 130 x wI ANA 1.2.5 " 110 1 •Vca‘1 e._5 ' -`---...`- '- --./.7a-"`4? - - 1 \4 0 z cc,\ a bs ev ,-1 _ ,igsw 1 ......- I , • GretAke i I Detailed Droinfield Layout _ if 36 SCoks I. = Id I I I 'Nati V•O• Cover / FE I I I - Fabric Pi .- I-Ite I IC' s I 20. • , .1-••$ i A .25" (.3) 55,D 'Sched. 40 -Later-cis 6 • 3,4* to E-1,2* 1%......) C4— 125* Later ii C 7 ) 3/ 1 6" Orifices @ 60 O.C. Reck r-' "--, - 1 Per Lateral. 1 st & Last Or.fice I • I 1 I from End of Trench. . ' /I' 36 . tf , . , k : : i . j„, „„mg-- On Cc 45 Des-ee thew . ' Drainfield Cross-Section View Not To Ude Not 0 = Oteervonon Pcs-t To Be 4' PVC Ps from Bottom of Trerson • FM of DWI 1 1( 'N....m.1 terdLe ootoe - ckxr. Ov: tsist Cleartott to Se fro= C to 6 irso-•es zolow To Meted ecde. Removable C s1 be Friered Grode. Mork avde with Reba% Clean O..; Instdied en Cbeervsdon Port PO.. Anchor Rammed at the End of Each Lc:WM. On 3ottem with amd-On Tee. kerbs= of 3. Told Rewired.in . p R 0 V E . Arrow Sept ° DesignE (360) 898-2_255 . • FEB 0 3 2023 D . MASON COUNTY ENVIRONMENTAL HEALTH J B W N Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 402 33.5 60 7 21 2 402 33.5 60 7 21 217 21 21 3 402 33.5 60 (Total Lateral Length 100.5 121 I GPM - 12.39 Total#Orifices Dynamic Head Calculations 2 ft. Selected residual pressure: Length (Ft.) #Orifices Transport Pipe 170 21 0.52 ft. Feeder Total Lateral Line Length Lateral#1 33.5 2 35.5 7 0.10 ft. Lateral#2 33.5 11 44.5 7 0.13 ft. Lateral#3 33.5 20 53.5 7 0.15 ft. Total Elevation Lift 4 45.00 ft. 8.Va Total Dynamic Head �\ 47.90 ft. )seit •1 .• � st ���. 51�0345 �j'p.�� EXP;R:$G�1$!L �h. PPRO FEB 644, V SOVC 0 3 2023 �UN TYENV/ROlif Jew MENTAL HEALTH lv. 40 161, .y. ' Flow-Mate~ or eeutkia\ - p Heavy duty construction with oversized bearings and a balanced bronze,non-clogging vortex impeller allow these pumps to stand upto the highest heads and maximumflows.They are wellsuited to applications with low pressure pipe(LPP)and enhanced flow STEP systems.Using Zoeller's cool run design,we added fins to these pumps,lowering operating temperatures.The corrosion- s resistant,powder coated epoxy finish and hermetically sealed, ^ .t $! oil-filled motor add up to a long-lasting,trouble-free product. z U3 C e 11 . U t �V 1 m � -r1 APPLICATIONS: on Onsite or septic applications r • Enhanced flow STEP systems C • Commercial dewatering Sump/dewatering ` Z i a i SPECIFICATIONS: • 1-1/2"NPT discharge(available with 2"or 3"NPT bolt-on flange) p ii, . . • 1/2 HP through 1 HP P R ® V t • Available in automatic or nonautomatic ge tr, • 3/4"(19 mm)spherical solids capacity with bronze vortex impelle FEB U • Hazardous location/explosion-proof version available *Soy COON Tv 3 2373 (automatic and nonautomatic) yENV/ s•::."';‘,.• Double shaft seal versions available for added protection RoNd9 i • Thermally protected motor Jaw EN7k HEALTH For more information,see Technical Data Sheet FM2785. PUMP PERFORMANCE CURVE 9 1" MODELS 161/4161 - 163/4163- 165/4165 90 0 24_ 93 165/4165 o a 20- 70 163/4163 + 1 u_ (Q l i 'C-.."%'%"`.,.:.., I • o 12-1 40 i 8 20 - R 161/4161 4- W •`°'/. 10 0 l' •- 1 10 20 30 40 50 60 70 80 90 100 110 iGALLONS i LITERS 0 80 160 240 320 Explosion proof models available FLOW PER MINUTE 009920A ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 9 TD . • ______..____..7.___.______.__ ___..---- ----_____ •- I 1 1 ; U 1 ; . 1 WS TM!.aid. SeCUM LaM Wral . : f 1 • I 1 f 24g Mara \ 11 1 -,:, ACCESS EWER 4 : • ,—,-,. :. / ---_ =.. ---- 1 i •. . I . • • •. --=-=-------------- _— ----_ 1 1 i 1 . .....t -- F-1... 17--=:--, ri — 7: ',.......i.-- 54 PLINP ; g i 1 i ---t-Z-'77-----77 '--;—; ...... . —........._,--4 ! . ; , i t--,--T i 1 1 , I FROM AGE 1 I i I FLOAT'S&MAT i 1 SOU= ill 11 """ I i i 1 i 1 1 t 1 ; , ! APPROVED IMAM i ..— i s i 1 1 I i 1 i P.I.M i • , ; • . ; i i 1 4 SEM Ill Eff T 5 1 I 1 r . " '"I ''. ''.??\'V. ..M•A1• 1 . PpRn ),FEB n , .,023 illAsolvt,vu, - J 1 1 i . rtiaa Nry EA, . i - turYPICW /V ViRON„ t,' ,' ivzillbiL I Jaw HEALTH , S31:5,5M LID WM GAS TWIT SESII. T.7-132EADIED?anon 6 i 24z7 DIMMER ' i AOZISS REIM i ) 1 MEM=AN MACE .\ : 1---, t 1 ' ; i . .... , . • 1 !I 1 ) i I z 1 1 I 1 I Aka'WHOM : iNMI;HAM ALARM LEM. -r --16- •i* :,- ; . VALvE= ; 1 1 7C. t I I NORMALTIMEROFFJ4E4 Weglang VOLUME **----4--4-L" INDEPEMINT i # i : !I f 1 MILT STEN -• 1 T :•57.: i 1 MR PUMP RZAT I : i , ENCLOSED : t . --,•-•' 1! i ! muinus . • i i : sEDDEENT ou=w ----.› 0 ,-,-,---- , coot VALVE= !! 1 1 M i i : 1 i mf t : . - 14.4 ; . . t 1 .; SUROGERSZBLE C AL I 1 •' MIZZEUG . -I PIMP . lie—CHAMBER 1 1 I i i tr2M&O. f 1 t ) i i ' AS WEISZ •s i 2 • t _ Septic Tanks rnz.i.. meet standards requIreb b,,,W.t.sC clzi.e.r.: 44,-7--4.4%. FIGURE 2 i I • iand martuurer must be on the Dep.or.-1z..r....,1- zt n4 1 .-nKs. • • i - i . • / _ . . - FGT b 0 f to r ORIGINAL/FINISHED M` CRAM Wd / 4 / .,___A r - 0p 0 0 t n -v a 0 j I p ° A I D o <�7 FOY UDra:t 1 �C'C CCYVPlMa.0 NRFi6D O I DIUNR18A Q O ! s G DRAINWIDfi-! e o s o '� O 0 ` o 0 F;L`.': FABRIC OPTIONAL I G a ON SIDES OF GRAVELb ° ` *AL PLASTIC S4 m uC ��c,nn 4- TIT v D o0U OPTIONAL GRAVEL tQ o _ 7/8 GRAVEL GAVEL is-24' ? 0 0 '� >}ZA(N'ZOCK 1d RNI MUMESTRICTIVE ABOVE �4 i PEA GRAVEL.ETC• R>:s-iRlcmVE LAYER I, p p00 _; „O =k-,•..-,;,+,.AiSteriL ! ; . H St2'INTO ca':� RE$7RIC11VE LAYER 4-MNIMLA+DIA 0 ��,� - -iCOWUGATIED r S PE 1 PIPE IN BOTTOM OF TRENCti ppRovAE ,..,, , FEB 0 3 2023 iAt. MASON COUNTY ENVIRONMENTALHEALTH a '? rO ti Clivuxut Septk ! of N y r Q y v . INSTALLATION & �AINTE�iA'�C Pressure Distribution Systems .41P} 51CJ31 \ y'"‹' PAULA JOY J:)HNSO 4 yMM�; 1. Install Laterals with contour of the ground. c S u r,61 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. One required native d at s 1 interface.distalend of each lateral in drainfield with bottom extending to the drain Glue "T" to bottom so Observation Port cannot be leealily removed from ground. Install removable cap on top of port at final grade soil smearing must be 5. Install drainfield during dry weather and soil conditions; any b 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. R. surface area, not to interfere with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic tank. Pull bio-tube every 6-12 months and flush back into tank. 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,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. 12. 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. 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 drainfield 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, sampling or inspection ports must have locking covers and be located at wound 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 parking areas must be encased to prevent crushing. 24. Homeowner is responsible for all property lines. pR 1. FEB 0 3 2023 ' � R tlQr 0 E .% /.,tT MASON COUNTY ENVIRONMENTAL HEALTH If) JBw