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HomeMy WebLinkAboutSWG2023-00117 - SWG Application / Design - 3/28/2023 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: SWG2023-00117 APPLICANT Kirk & Patty Campbell Phone: Address: 211 E Evergreen Dr SHELTON, WA 98584 OWNER Kirk & Patty Campbell Phone: Address: 211 E Evergreen Dr SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER JOHN GILLILAND-ARROW Phone: 360-898-4388 EXCAVATING Address: 1510 E MCREAVY RD UNION, WA 98592 Site Address: 211 E Evergreen Dr Primary Parcel Number: 321345000029 Permit Description: 3-bedroom pressure system repair Permit Submitted Date: 03/28/2023 Permit Issued Date: 03/31/2023 Issued By: David Anderson Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/31/2026 (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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. .r 14Clie OFFICIAL USE ONLY C GALE eiECEIVEG. � � V MASON COUNTY (J N COMMUNITY SERVICES A�,DEEC� _ RE.E!VE°( m 10 ,�v o M Public Health iCommunity Health:Environmental Hea Th; ao O . N.6th tteet.aCC or 360 27 25:4 exc 40G S A(/— 03 - o l 415 Rbth Stteet Shelton,via 9�Ser J Y111/V 0 _ Z th ON-SITE SEWAGE SYSTEM APPLICATION m m rJN r APPLICANT Kirk & Patti Campbell (360) 451-8736 v c MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE Shelton WA 98584 CO cr m� 211 E Evergreen Dr 0 .. SITE ADDRESS-STREET.CITY,ZIP CODE < 1 (�,) same r Iy NAME OF DESIGNER PHONE N I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER South Shore Construction (360) 275-0818 z I °, PERMIT TYPE(select one) DRINKING WATER SOURCE IE RESIDENTIAL OSS ECOMMUNITY OSS ID'COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL CI PRIVATE TWO-PARTY WELL Z I 17 PUBLIC WATER SYSTEM TYPE OF WORK(select one) p� ENEW CONSTRUCTION 1 UPGRADES lREPAIR!REPLACEMENT OTHERSURFACING DETAILS select SEWAGE hat ply fig EXISTINGLE FAILURE REP REPAIR ❑SHORELINE �.57 0 co �SUBMITTALS �!7I tn!DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE EWAiVER(S)(IF APPLICABLE) 3 BR .27 acres 0O I DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate) Go out Hwy 3 and turn (L) onto E Mason Lake Rd. Turn (L) onto E Evergreen Dr. Destination at cul-de-sac...cream greenhouse with wood fence and green gate. Test holes o 1 0 around back. —I N IN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I Cfl OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(tor reporting purposes: 0 VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER '— �„- m —, INSPECTOR SOIL LOGS , U COMMENTS/CONDITIONS J I Z : dL)� wit_S lv,i_v�i 2023 TH . 0-32 VCit( i _ (ktrrd RECORD DRAWING AND.NSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS DATE INSPECTOR SIGNATURE DATE I APPLICATION EXPIRATION DATE APPLICATION APPROVED!ISSUED BY ilV �; 31/zo 3/ 1 /ZOZ6 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1 2/712 01 5 .1. DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 3 4 — 5 0 — 0 0 0 2 9 A design will be reviewed when 3 copies of each of the following are submitted: 'i 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: II"X I PARCEL IDENTIFICATION Permit Number: SWG Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Kirk&Path Campbell Designer's Phone Number: (360)898-2255 Mailing Address: 211 E Evergreen Dr Designer's Address: 171 E Vuecrest Dr Shelton WA 98584 Union WA 98592 City State Zip City State Zip ... _.:. , :. DESIGN PARAMETERS Treatment Device ❑ Glendon Biofilter ❑Sand Filter 0 Mound [Sand Lined Drainfield 0 Recirculating Filter.Type: 0 Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type. 0 Gravity Fe Pressure 0 Trench C 'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 apd Length 45 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1,200 gal Number 4 Receiving.Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl. Rate 0.8 ,pd/ft` Orifices Required Primary Area 450 ft2 Total Number of Orifices 80 Designed Primary Area 450 ft2 Diameter *5/32* in Designed Reserve Area 450 ft- Spacing *28* in Trench/Bed Width 10 ft Manifold Trench/Bed Length 45 ft Schedule.Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 1-2 % Diameter 1.25 in New Slope.If Altered 1-2 % Preferred manifold configuration used? NI Yes 0 No Depth of Excavation up-slope 34+24= 58 in Transport Pipe from Original Grade Down-slope 24+24=48 in Schedule/Class 40 Designed Vertical Separation 14"+ in Length 80 ft Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump& Lppermost Orifice 12 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual (head) 5 ft Chamber Capacity (flood) 1,000 gal Uppermost Orifice gHigher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity(a Total Pressure Head 51.20 gpm gTimer i 'Elapse Meter 6ifEvent Counter Calculated Total Pressure Head 23.69 ft If Timer: PuV. ut Eti 6 hours Comments MAR 3 1 2023 L p, MASON COUNTY ENV,1RQNM ri;'A; !ALTM l D.iA DESIGN FORM-PAGE TWO Assessor's Parcel Number: 3 2 1 3 4 - 5 0 -- 0 0 0 2 9 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ft Test hole locations 611 Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank 21 Property lines critical distances within layout It Drainfield cover 0 D-Box/Valve box locations Reference depth from original grade ❑ Existing and proposed wells p within 100 ft of property fi?j Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts.banks.and locations g Laterals,trench/bed,top and surface water and critical areas 64 Observation port location bottom ❑ Location and orientation of gClean-out location 0 Curtain drain collector� Sand augmentation curtain drain and all absorption g Manifold placement components g Orifice placement Other cross-section detail: g Location and dimension of g Observation ports/clean-outs 121 Lateral placement with distance primary system and reserve area to edge of bed Other Information FZ1 Buildings g Audible/vis arm referenced Yes No iti Direction of slope indicator It Scale of dr,"`,'n own on scale d 0 Design staked out 6t1 Waterlines bar O%'�' 0 tl Recorded Notices attached Iii Roads,easements.driveways, �`� 0 g Waiver(s)attached �' • . y/, ❑ Pump curve attached parking Wift .'.��":�►�}.� � ❑ Evaluation of failure North arrow and scale drawing r, .:.- shown on scale bar Y 5100349y� Non-residential justification PAULA JOY JOHNSON .T 0 Cif Waste strength ccympss bl kcY3 0 56 Flow FYGIDF ��'"` DESIGN APPROVAL The undersigned designer must b ified y ins Iler at time of installation Ei Yes 0 No 3- Z7-23 Signature of Designer Date The undersigned has reviewed this desi* • , behalf of Mason County Public Health Ato.ined it to be in compliance with state and local on-si - i PROVED / 3/31 /?oz3 En onmental ealth Specialist Date MAR 3 120 23 CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOMILNO DD EIV NTAL HEALTH ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I 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: 1217/2015 Arrow Septic Designs 171 E. V uecrest Dr. Union, WA 98592 March 27,2023 Mason County Department of Health Services 415 N 6th St Shelton, WA 98584 RE: Kirk& Patti Campbell (Parcel 432134-50-00029) Evaluation of Failure Dear Inspector: Attached is a repair/replacement septic design for a property located at 211 E Evergreen Dr, Shelton,WA 98584. There is an existing 3-bedroom home built in 1985 that ties into a gravity septic system of the same era. The existing system has a 1,150-gallon 2-compartment Graystone concrete septic tank followed by 150' x 3' gravity drainfield(450 s.f.total). At recent service visits,the septic was found to be having issues. The drainfield is not taking water the way it should,the pipes were full of soil,there was no filter fabric and the drainfield area was compacted. The old tank did not have an effluent filter. The system did not pass inspection and is not fully functional. The existing 1,150-gallon 2-compartment septic tank is to be decommissioned or removed and the old drainfield is to be abandoned. There will be a new 1,200 gallon 2-compartment operating capacity septic tank. It will be followed by a new 1,000-gallon (minimum flood capacity)pump chamber. Because of very gravelly soils,the new drainfield will consist of 450 s.f. of sand-lined pressure bed using an application rate of 0.8. The system will also have a control panel including timed dosing, a counter and elapse meter to prevent overuse and facilitate ongoing operation and maintenance. This is a compliant repair with 12"+of vertical separation. There are no surface water or well setback issues. The property owner's contact information is as follows: Kirk& Patti Campbell 211 E Evergreen Dr Shelton, WA 98584 (360)451-8736 If you need further information, please contact my office at(360) 898-2255. Sincerely5 APPROVED MAR 3 1 2023 ,?r MASON COUNTY ENVIRONMENTAL HEALTH f• ti 1 P349 '•'4.4\PAULA JOY JO 1NSON � LL S O'dtSiGN j Licensed Onsite Wastewater Treatment System Designer 371.973,P ASON CO WA � 'k 5 b jeCt I. / n r•4 /�t"'a.r✓..2 a. k r .1 sr y yWa eaaa cs.as c+.ss ,.,•::- .z ewr. , ew s/w..I •u• :.'.,e 7 .... I....,..,,,. L 7.,,2• z.�3 s w.ac ro ►. .a.• �t 1_ .` V '.t` gl 4 1,,,.h ; `' e'!'• , , ,o,.. t$t 9 4 L ,� .424t , { iii- , �) m v Y. # t ► /ry! a ^1 . L d r..•• an. a a � a `�f• W till ' c p• A ■ 6 r y �r ill L'v°' d e .`G,,;o.z•q L' "^a i� ;i n a Y a • _ �i 1 w` A •i y, p s �, §.pl I I'I e'7 _ ` ' et ,�,�i.• 1" ; m BS e' .•+'"; fi st i• lt, ,� t it i ,..... _ ,t. `'. :t3; row , off.. `• 1 ▪ .� .. • ,• „.�.• . , +,c d N. .. 4iF lz�l;s �Mt1 l r, t- RZ a,: 8v� ° '«a. 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IA))) #i'" 0-0" LS , t8 (00"A- x;si-I-v)1 c,ra;hfi.(ld 4 vCal-„ �2„+ �o a Uhdo d pk.,,-! tifti.vs. ;� 4Z.--O-►�. LS, l .*.d.,, VGLS APPROVEDa.Q 5,00349 .�1 ''?' PAULA JOY JOHNSON .Q. MAR 3 12023 4"U 6—9' MASON COUNTY ENVIRONMENTAL HEALTH DJA Q)pc.rXua�tr� 1tt Z.' 7a`r- `'6' iS cc vs1�tt * ii .-- c_......„„ .3„,, 3 " et.' 7- A Li . end 1 ,ZDZ e-4 5 c•A�'- ("_ (o' . o' S' for ts` zo' 0vT‘.0.1 , � �c-ts • • 1~V�" .f, n --\ G"ode A ' . gi—it cer-- . evtde- , . ir -"`� _ * f :!. 5.1,0349 :�? •� T 'a. PAULA JOY tgfai�y�- ` �� �� n _3 r11 . LfC�fS�tiU�SiGNE'Ft" �� << � V'JJ s,,,i,...L. ANtegf-eir‘dsre‘ ExRREs T1\ ,'ca.. • 3)1 , • ® �,�,�, -sue. ,-.4. .-G, - 14-+- Pbg '- Say-4 044-17,4,4. e,� . ,`.= Zi • • . APPROVED (7..----SCREW ON CAP • '• '• MAR 3 1 2023 45 DEGREE ELBOW OR 'TERALSWEEPING 9u NOTE,4SON COUNTY ENVIRONMENTAL HEALTH O=OBSERVATION pQ S--TO BE 4' SoCin_ END OF. PVC PIPE FIRO)1 bTTOM OP TRENCH DIT M DETAIL TO FINISHED GRADE. REMOVABLE CAP SHALL BE INSTALLED CLEAN OUT ON OBSERVATION PORT PIPE. • ` T" A-1 i3ot'tsM of essetvoinoir goer• NOTE, CLEANOUT TO BE FROM 0 TO 6 TOTAL OF & ;N SYSTEM. INCHES BELOW FINISHED GRADE. it)•T'' iss szRu- AT`8act on o V E-33 S414.0 MARK ENDS WITH REBAR. CLEAN OUT _ **LATERALS ARE TO BE CENTERED REQUIRED AT END OF EACH LATERAL. S - IN TRENCHES. Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 540 45 28 20 4 4 2 540 45 28 20 4 4 3 540 45 28 20 4 4 4 540 45 28 20 4 4 Total Lateral Length 180 Total#Orifices 80 GPM = 51.2 (with 5/32 orifices) Dynamic Head Calculations Selected residual pressure: 5 ft. Length (Ft.) #Orifices Transport Pipe 80 80 2.88 ft. Feeder Total Lateral Line Length Lateral#1 45 4 49 20 0.97 ft. Lateral#2 45 2 47 20 0.93 ft. Lateral#3 45 2 47 20 0.93 ft. Lateral#4 45 4 49 20 0.97 ft. Total Elevation Lift fit,,_ 12.00 ft. Total Dynamic Head 0 . ' ) 23.69 ft. ,ing, ,P .4,. •.w. .j. ' 51 0014 9 .•`."t p, '.lam' PAULA JOY JOHNSON '",` LtCt+1SUibESiDN t. i A - -" APPROVED MAR 3 1 2023 MASON COUNTY ENVIRONMENTAL HEALP' DJA Cl FL5OSERIES o ec'uiJ ct1 evlk TECHNICAL SPECIFICATIONS EXTERNAL CONSTRUCTION: FL50-Series Pump Volute and legs-Gray iron casting class 25 PERFORMANCE CURVE 60 Hz. Motor Cover-Gray iron casting class 25.All ter,Per Minute castings shall be powder coated for corrosion 114 189 265 341 resistance prior to assembly. 0 38 21.3 70: Fasteners-all fasteners shall be 300-series • stainless steel. ' �����11111.111.11111111.11111 18.3 MOTOR 1112911111111111111111111111111MMIMMII in 15.2 Submersible 3450 RPM,oil filled and hermetically 50 FL,p \���RI� sealed.Class B insulation rating.17-4 PH stainless 2 12 2 ea steel rotor shaft.Therm*protected on single 40 ■ a phase models.Three phase models shall have o ' I ��' overloads incorporated into the control panel, 1'3_ ' �U�_EIMIMIIIIIIIIIIIII9.1 a properly sized for the horsepower and 30 i ������ amperage of pump. I IIIUMIIIIMMFMIMPAIIIIIIIMI 6.1 IMPELLER I ■■•■_n■■,UU■ 10 1 ����� �6.�� Cast iron-class 25,semi-open design capable , ■R■ �■■`_■ 3.0 of passing a minimum 3/4"solids. ; MIIIIRIMMUMIlliall 0 10 20 30 40 50 60 70 80 90 100 0 SHAFT SEAL U.S.Galons Per Minute Carbon/ceramic unitized design with BUNA N elastomers and stainless steel housing. FL50-Series POWER CORD Model HP Volts Ph Amps Cord Switch Plug-End Wgt 10'cord length-Standard.Quick-disconnect FL51A 1/2 115 1 12 10' Automatic Series Plug 62 design allows for easy field replacement. FL5`1 A-2 1/2 115 1 12 25' Automatic Series Plug 64 Optional lengths available per chart. FL51 A-3 1/2 115 1 12 35' Automatic Series Plug 66 FL51M 1/2 115 1 12 10' Manual Plug 61 LEVEL CONTROL FL51M-2 1/2 115 1 12 25' Manual Plug 62 FL51 M-3 1/2 115 1 12 35' Manual Plug 63 Automatic models shall be controlled by an FL51 M-5 1/2 115 1 12 50' Manual Bare Lead 65 adjustable wide-angle style switch sealed in FL52A 1/2 208-230 1 6.5 10' Automatic Series Plug 62 a polymeric float A series piggy-back style FL52A-2 1/2 208-230 1 6.5 25' Automatic Series Plug 64 plug shall be provided to allow for manual FL52A-3 1/2 208-230 1 6.5 35' Automatic Series Plug 66 bypass operation.Not available on 50'models FLS2M 1/2 208-230 1 6.5 10' Manual Plug 61 FL52M-2 1/2 208-230 1 6.5 25' Manual Plug 62 and 3-Phase. FL52M-3 1/2 208-230 1 6.5 35' Manual Plug 63 FL52M-5 1/2 208-230 1 6.5 50' Manual Bare Lead 65 DISCHARGE 2°FNPT With a 1-1/2"FNPTthreaded cast iron flange provided. DIMENSIONAL DATA: Height:16.4" Width: 11.2" APPROVE D (manual models) Maximum Fluid Temperature: MAR 3 1 2023 100°F,40°C Continuous Duty 140°F,60°C Intermittent MASON COUNTY ENVIRONMENTAL HEALTN DJA [" ►_ S�® c us Specifications are subject to charge without notice. Liberty Pumps •7000 Apple Tree Avenue •Bergen,New York 14416•Phone 800-543-2550 Fax(585)494-1839 —leafa www./11Tertypumps.Corn Copyright©Liberty Pumps,Inc.2017 I NI rights reserved. LLIT 6762 R08/17 . . . SECURED LSD WITH GAS TIGHT SEAL 24°DWarEt ACCESS MSGR. I: 1• 1 - ..;:t , i ,......—......... : --------z...... " 1-1.:- , n _ ____ :"ri • . . ,,j1_,.. fi._ _ \--1 TO PUNP -1 - ' ' •' i-------i i ; )t t—fi ' ii ._._._Fr: FROM SEWAGE 4 i ` i ill 1.. H SOURCE I LI FLOATING MAT 1 I f : I id 11 i ; ! f ; t'•••••• =.. APPMVED i ; ! i ,.... . z .=.. EFFLUENT • I FILTER . essrl \......___....._7 BCTS ! . L_._.__1SDIK ‘1 -,\--'1 ).-N\iv-k-v•-•\ 1 AE6OVED . . • SEPTIC TANK . . (TYPICAL1 MAR 3 1 2023 ISECURED LID WITH GAS TIGHT SEAL MASON COUNTY ENVIRONMENTAL HEALTH 1 WCONCIA1EADED , 24'DIAMETER ACCEES RISER i FINISH GRADE SERVICE I. • FROM sec= , TANK \ • . '1 7 r. —4-To DRAINFIELO A !iii i • r EMOtEENCY STORAGE 11 I ANTI SIPHON HIGH WATER ALARM LEVEL i * T i i- i 1 'VALVE* , 1 70 1 I 1 • NORMAL TIMER OFF LEVEL ' WORiam V 1,OUR41 • : i - INDEPENDENT 4--) ' I FM FLOAT e-Q)-0 69,ats,\ 1 ENCLOSISIs PUMF • $EDIMENT SHROUD '• NOUNTING i CHECK VALVE* I ?•-k.-....---v...,..1..s.—\ i 1 =awns , E--.„,. . _7:. y , . — _ SUBMERSIBLE . -- CENTRIFUGAL PUMP PIMP CHAMBER (TYPICAL) . =AS NEEDED . I **Note: Septic Tanks must meet ranciards required by kis*C chapter 246-272C FIGURE 2 and manufacturer must be on the Dept of Heath list of regstered sewage tanks.** Hr Gfrutuo Septic Deoignz / ot wAey'• F1 INSTALLATION & MAINTENANCE Pressure Distribution Systems—Sand Lined Bed ; 5190 49YOLPAUL 1C.AiJfO;Yi5Jjt GON :-.1. Install Laterals with contour of the ground. «2. Install Install bed bottom 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 in each corner of the bed. Two with bottom extending to the bottom of the drainrock and two extending to the sand/native soil interface. Glue"T"to bottom so Observation Port cannot be easily removed from ground. Install 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 or rebar). 7. Install audio/visual high water level alarm. Redundant off switch required. 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 tank. Pull bio-tube every 6-12 months and flush back into tank. 9. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 10. 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. 11. 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. 12. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 13. Divert all storm water runoff away from on-site sewage system. 14. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 15. Have the septic tank and pump chamber pumped or inspected every 3 to 5 years. 16. No vehicular traffic over drainfield area. 17. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 18. All materials and workmanship must meet County and State regulations. 19. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 20. All manhole lids and access,sampling or inspection ports must have locking covers and be located at ground level. 21. 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. 22. All transport lines under driveways or parking areas must be encasedoszg v�j�L.t hing �A23. Homeowner is responsible for all property lines. PcaU MAR 3 12023 MASON COUNTY ENVIRONMENTAL HEALTH DJA a��