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HomeMy WebLinkAboutSWG2026-00149 - SWG Application / Design - 5/13/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,967 ,WA 98584 • SHELTON:360-427-9670,EXT 400 B ELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00149 C-Oi APPLICANT ROZELL JOSHUA WILLIAM &KALI Phone: LORETTA Address: 24915 SW VALLEY VIEW RD WEST LINN, OR 97068 OWNER ROZELL JOSHUA WILLIAM& KALI Phone: LORETTA Address: 24915 SW VALLEY VIEW RD WEST LINN, OR 97068 SEPTIC DESIGNER ALEX PAYSSE* Phone: 360-507-1546 Address: 3089 E Mason Benson Rd GRAPEVIEW,WA 98546 Site Address: 960 E TREASURE ISLAND DR Primary Parcel Number: 121055200114 Permit Description: Table 10 repair 2bd MBR 0.5(TLA)to subsurface drip Permit Submitted Date: 05/13/2026 Permit Issued Date: 05/15/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/15/2027 (based on date of inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. Locate and show waterline meeting 10ft setback to OSS components on asbuilt. 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 MASON COUNTY DATERECEIVED: AMOUNT RECEIVED RECEIVED BY: Public Health & Human Services c W Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ≤ CO) 415 N.6th Street-Shelton,WA 98584 5 W G /1 _ r O 0 11 Z fA ON-SITE SEWAGE SYSTEM APPLICATION a a APPLICANT I PHONE m m JOSH ROZELL c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE I I E 24915 SW VALLEY VIEW RD lfJ EST LINN OR 97068 M SITE ADDRESS-STREET,CITY,ZIP CODE O 960E TREASURE ISLAND DR UALLYN WA 98524 I NAME OF DESIGNER v PHONE ALEX PAYSSE (� 360-507-1546 N NAME OF INSTALLER 7ijPHONE 0 I —� TBD o ,, _< PERMIT TYPE(select one) �t D G WATER SOURCE RESIDENTIAL OSS L„UCOMMUNITY OSS ID)COMMERCIAL OSS LU PRIVATE INDIVIDUAL WELL W PRIVATE TWO-PARTY WELL Z TYPE,OF WORK(select one) PUBLIC WATER SYSTEM r ` NEW CONSTRUCTION/UPGRADES 9REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 21 TABLE X REPAIR I U' SUBMITTALS ❑ SURFACING SEWAGE 21 EXISTING FAILURE 21 SHORELINE LCIIDESIGN FORM(REQUIRED) IlSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 O I N bWAIVER(S)(IFAPPLICABLE) 2 0.29 ❑ YES ❑✓ NO x I O Fir/ DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) N. HWY 3. RIGHT ON GRAPEVIEW LOOP RD. FOLLOW TO RIGHT ON TREASURE I o ISLAND RD. RIGHT AT STOP SIGN AFTER BRIDGE. FOLLOW AROUND ISLAND TO r I BACK SIDE. SITE ADDRESS ON RIGHT. I - * HAND DUG HOLES DUE TO ACCESS CONSTRAINTS. 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 ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS APPROVED &� �� SAY 15 2026 . MASON COUNTY ENVIRONMENTAL HEALTH RET SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL. INSPECTOR SIGNATURE,^�n^ - DATE APPLICATION EXPIRATION ATE AP CATION APPROVED/ISSUED BY DATE " 1 cI� S7 THIS FORM MAY B SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE ' Revised:4/14/2025 KURT'S SEPTIC PUMPING P.O.Box 99 360 275.1996 Be/fair, WA 98528 PROPERTY INFORMATION Location:960 E TREASURE ISLAND DR Allyn Tax ID: 121055200114 Mai To: PETER R&DEBORAH LEMMAN 2450 8TH AVE S 200 Use: SEATTLE,WA 98134 GENERAL SYSTEM TYPE:Conventional (Non-Pressurized) ON ID:121055200114 County Area:Case Inlet Fold Here i Here Inspected:04/07/2026 - Inspection Type:PROPERTY SALE - Correction Status:No corrections made Company: Work Performed By: Submitted 04/08/2026 by: KURT'S SEPTIC PUMPING Kurt Olson Kurt Olson COMMENT ER�4�INSPECMNWCTES� De nches Noted:deficiencies must be corrected to ensure proper longevity of the Onsite Sewage System. tank was 2 inches high in outlet,while pumping 2 finch steady flow coming in from DF,tried scoping camera under water,reccomend calling designer GE ER4ITE&SYSTEM CONDITIONS The General Site Conditions were: nspected Components accessible for service: YES All required service performed(if no-specify omitted inspection I em YES Surfacing effluent from any component(including mound seepage): NO Components appear to be watertight-no visual leaks: YES Improper encroachment(structures/impervious surfaces) NO All riser lids securely fastened upon departure: YES Electrical repairs needed. If YES describe in comments: N/A If a reserve area is designated on the property,is it undisturbed?(select N/A only if no reserve has been N/A designated) Inspected components appear to be in good physical condition: NO-Deficient Root intrusion on any components. If YES describe in comments: YES-Deficient Settling problems observed. If YES describe in comments: NO The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. NO The system is operating as designed based on existing records,such as record drawing,previous reports NO-Deficient or other documents?(NA if no existing records) ONSITE SEWAGE SYSTEM INSPECTION DETAIL This component was: Fully Inspected Effluent level within operational limits(if NO explain in comments): NO Deficient All required baffles in place(N/A=No baffles required): YES Compartment 1 Scum accumulation(Inches,if other specify): 0 Compartment 1 Sludge accumulation Inches,if other specify): 20 Compartment 2 Scum accumulation(Inches,if other specify): 0 Compartment 2 Sludge accumulation(Inches,if other specify): 20 Pumping recommended: YES ra .. This component was: Fully Inspected Component appears to be functioning as intended: NO Deficient Ponding resent?If YES explain in comments: NO Drainfield was vacuumed,flushed or h dro-etted?(If YES,explain in comments) NO This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportiD:1511942 View inspection reports online at www.onlinerme.com Page 1 of I f DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 1 0 5 - 5 2 - 0 0 1 1 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 may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" ARCE1rnENTrnoNpb Permit Number: SWG (D ' t731`- `' Designer's Name: ALEX PAYSSE Applicant's Name: JOSH ROZELL Designer's Phone Number: 360-507-1546 Mailing Address: 24915 SW VALLEY VIEW RD Designer's Address: 3089E MASON BENSON RD WEST LINN OR 97068 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email alex@alpinesepticdesign.com x. s v 1, „feu t; . ,,, 'DSTG,NPAkl 11 TERS- � Treatment Device ❑Glendon ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter El ATU MBR 0.5 ❑Other Treatment Level(check all that apply): El A El B ❑C (]BLI ❑BL2 ❑BL3 ❑E ❑N Drainfield Type ❑Gravity O Pressure O Trench ❑Bed lI Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class NETAFIM Daily Flow:Operating Capacity 180 gpd Length 60 ft ./ Daily Flow:Design Flow 240 gpd Diameter 0.5 in Septic Tank Capacity(working) MBR 0.5 gal Number 5 Receiving Soil Type(1-6) 4 Separation 1.5 ft -.- Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 450 ft2 ✓ Total Number of Orifices 300 EMITTERS Designed Primary Area 450 ft2 Diameter .42 GPH in Designed Reserve Area NA ft2 Spacing 12 in Trench/Bed Width 15 ft Manifold Trench/Bed Length 30 ft Schedule/Class SCH.40 Elevation Measurements Length 15 .ft Original Drainfield Area Slope 0 % Diameter 1 in New Slope,If Altered 0 % Preferred manifold configuration used? O Yes O No Depth of Excavation Up-slope 6-8 in / Transport Pipe from Original Grade Down-slope 6-8 in Schedule/Class SCH.40 Designed Vertical Separation 18+ in Length 60 ft Gravel-based Drainfield Required? O Yes EdJ No Diameter 1 in` Pump Required? Rf Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 21 gal Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1200 gal Uppermost Orifice[Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 10.1 gpm Q( Timer 66 Elapse Meter 6 ' Event Counter Calculated Total Pressure Head 135.4 ft If Timer: Pump on 114 MIN. ,Pump off 1.8 HRS Comments AUV LIB MAY 12026 ufirk A P,) IV 4i v i e RET Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 1 0 5 -- 52 -- 0 0 1 1 4 Permit Number: SWG 90 �p ' QQ(L9 DESIGN CHECKLISTS °ate Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 21 Test hole locations Q( Drainfield orientation and layout Reference depth from original grade: l?.1 Soil logs Trench/bed dimensions and g Septic tank 6t1 Property lines critical distances within layout J ' Drainfield cover 61 Existing and proposed wells 11 D-Box/Valve box locations Reference depth from original grade within 100 ft of property 66 Septic tank/pump chamber and restrictive strata: 91 Measurements to cuts,banks, and locations l Laterals,trench/bed,top and surface water and critical areas 0 Observation port location bottom 121 Location and orientation of 16 Clean-out location 0 Curtain drain collector curtain drain and all absorption Rf Manifold placement 0 Sand augmentation components G� Orifice placement Other cross-section detail: 66 Location and dimension of if Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed 6� Buildings Other Information 121 Audible/visual alarm referenced Yes No 66 Direction of slope indicator l Scale of drawing shown on scale L S O Design staked out 66 Waterlines bar O 12 Recorded Notices attached 66 Roads,easements,driveways, El Elevation benchmark and relative O Rf Waiver(s)attached parking elevations of system components 9 O Pump curve attached 6Z1 North arrow and scale drawing 96 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 121 Waste strength ❑ Rf Flow w.. x'. The undersigned designer must be not' by installer at time of installation C6 Yes 0 No S 12 Z Signature of Designer bate The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: Environmental Health pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 5-j1 V The Onsite Sewage Permit has not expired,the Permit Expiration Date is: _ J ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Revised:4/14/2025 CONNECT TO EXISTING HOME SEWER OUTLET(S). INSTALL 4"CLEANOUT THIS IS A TABLE X REPAIR BETWEEN HOME & FOUNDATION. W/18"+VS &<30FT/Al BL1 MAINTAIN 10'+ FROM WATERLINES A C P R 0 VE o TO OSS COMPONENTS & LINES MAY 15 2O26 MASON COUNTY ENV'RONMENTAL HEALTH ° RET Q y \ EXISTING HOME / 2 BEDROOM / E3 ` W/ DECKS DRIVEWAY � h / PROPOSED PARKING �" ` \ DRIPFIELDLj SHED/ 0r�"stJ1 t �paf�Y�,l GARAGE o r� rl �` t c� 77 NEW MBR 0.5 & PUMP TANK � =v /] / / y<4 EXISTING TANK& OF TO BE PUMPED &ABANDONED BULKHEAD LARGE TREE (STAY) PROJECT SUMMARY: • PUMP OUT&ABANDON EXISTING OSS COMPONENTS. T roy� • INSTALL NEW BIO-MICROBICS MBR 0.5 & PUMP TANK. ,j • INSTALL NEW DRIP DRAINFIELD& LINES. y 5110393 • INSTALL ELECTRICAL CONTROL PANEL, BLOWER, &WIRING. ? ALEX L.DESIG E �LICENSED DESIGNER EXPIRES CUSTOMER:JOSH ROZELL TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N 0-30 GSL 0-25 GSL NA ( �� PARCEL: 1 21 0 5 - 5 2 - 0 0 1 1 4 30+MOTT. 25+MOTT. ALPINE SEPTIC SITE:960 E TREASURE IS.DR. ROOTS @ 30 ROOTS @ 25 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN SCALE: 1"=30' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360.507-1546 0 0.5 1 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. **FOLLOW MANUFACTURER(NETAFIM) \ \ GUIDELINES& INSTALL INSTRUCTIONS** Fifth Grade ilgtee 9' � Ne+t Connection d13 7 ' tar owh wlMAeaffpe On atReldlwt fl sy + NatafknB ine Dd line py¢r F�r�� L DIMIms Mafa Adapnn (TIDS0RlMLSXEMAI MC Sc3fineS mm" 7S \ SoppV S(�Mo WCXH405he Fiwn d /11 /1 ./I �j f Rgiue 10t j #� FMStrrt . DECK �� # of f l 1 # t Cannec0on �o } f__ t �� � tj s� j Pipe� D 1ppan� f # y s ? # y PIPeon '~ anlneMmwpter ? t fr�� 1 i # # La Rei1 �Heea� Rensoa+AmD)sraw jt l I 1 I�a�I. # } �r ° f to 1 i i I. F # # ti 0--m ? f f t� �`� t� �1 scKwrvcsmsr ?I pj ?.�i tom`sl'' we P[pt q t Jl 1 / APPROVED 1f jf t ft } f_ } l j°' °' �# tgtzl f # #v # 1#f f} apt t }fit} t O MAY 15 20 t p ! f #` ?� ,./ f t.. M } #` ,x >r r'q MASON COUNTYENV, 1 l _ ' , MENTAL HEALTH RELIEF VALVES j } �� y #�,ii f; PROPOSED TABLE X REPAIR t /��� DRIP DRAINFIELD: 450 SF 1" FEEDER& RETURN LINES BULKHEAD I EXISTING DRAINFIELD (FAILED) / LARGE TREE (STAY) 2 BM=PUMP ELEVATI ON PUMP ELE. I 0.0" DF INLET 5.0' / IL— reasxF Flea PVC Drlppe•lne PRAat�ss (.i5110 gte sTs ALEX L. 'n A = LICENSED DESIGNER a%xiow EXPIRES ligere7-TypkalAlNVacuOm Relief Valve Detail #4'Jn10 d-LOOP and Rexe6fe foatlectfims CUSTOMER:JOSH ROZELL TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 �N\ 0-30 GSL 0-25 GSL NA ................................. PARCEL: 1 2 1 0 5 - 5 2 - 0 0 11 4 30+MOTT. 25+MOTT. ALPINE SEPTIC SITE: 960 E TREASURE IS.DR. ROOTS @30 30 ROOTS @25 25 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET:DF DETAIL SCALE: 1"=10 DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 I I PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT I I 360-507-1546 0 0.5 1 12. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. INSTALL BIO-MICROBICS MBR 0.5 AS PER MANUFACTURER INSTRUCTIONS. Control Panel Settling Zone Treatment Zone 375 Galion MIN 1500 Gallons [1420 I-MIN] (57OOL) USE 2-COMP.TANK OR TRASH +SINGLE COMP. TANK TO ACCOMODATE MIN. ______________________________________ GALLONS OUTLINE BY MNFR. TREATMENT ZONE (1500 GAL. MIN) t83 , '. 72 MAX Moximum Height of SETTLING e ei Effluent Line ZONE (375 GAL. MIN) t22] 4B N�tp � E Operating Water Level %J/�^I A P P 11 �1(V ® / \! LEX y 5110393 ^gy p 9'7 MIN L.PAYE $ EC ION A MIN LICENSED DESIGNER MAY 15 2026 EXPIRES MASON COUNTY ENVIRONMENTAL HEALTH 24"RISER&LID TO FINISHED GRADE RET1 (ENSURE RISER IS SEALED TO TANK&WATER-TIGHT CONNECTION) ELECTRICAL WORK (ADDITIONAL L&I PERMITTING &LICENSED ELECTRICIANS MAY BE REQUIRED) LOAT TREE CONTROL PANEL (AUDIONISUAL ALARM) TRANSPORT FINISHED GRADE LINE TO DF FROM TANK \ „x•� s" _ � UNION& BALL VALVE HIGH WATER EMERGENCY STORAGE ALARM FLOAT +;Rs. WATER-TIGHT ' ' HECK VALVE JOINTS 1200 GALLON PUMP TANK MUST BE STATE APPROVED TANK INSTALL EXTEND CROSS CONNECTIONS p: INSTALL TANKS PER MANUFACTURER ANTI-SIPHON OUTONTOORIGINAL *., WORKING VOLUME INSTALLATION INSTRUCTIONS VALVE SOILS TO MINIMIZE � (IF DF IS DOWNSLOPE SETTLING PROBLEMS ON/OFF FLOAT OF TANKS) BED/COMPACT SOILS AROUND ALL PIPING PRIOR TO BACKFILL AU HIGH HEAD EFFLUENT PUMP W/PUMP SILONAULT (SEE PUMP CURVE FOR TYPE) y r'. ,ag.',; fsf.*�' �+ :s.�, • .;E. CUSTOMER:JOSH ROZELL TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N 0-30 GSL 0-25 GSL NA ............................... PARCEL: 1 2 1 0 5 - 5 2 - 0 0 1 1 4 30+MOTT. 25+MOTT. ALPINE SEPTIC SITE: 960E TREASURE IS.DR. ROOTS @30 30 ROOTS @25 25 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET:TANK DETAIL SCALE: NA DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 L I I PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360-507-1546 10 10 1.5 1 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. ORENCO PF2010 OR EQUIV. APPROVED y5 2026 :1: : : : : : : : : : : : : MASON COUNTY ENVIRONMENTAL HEALTH • R€T •. ».ratio �" ..». r,•, :�sn,%w� ��,,:;;, ������ti�o�y� o,� z ,. LICENSED DESIGNER 0 5 10. {1 '. 2 25 30 35 46 EXPIRES FIOI 9alloflt:pørlfluwte(gpnj . .. . r� Y4 Total System Information ApplccairSSArea Re4wrsd(sgeSre fea} $ TotalAmoueto 6Foline�Requied"(P Total Number DIEmitterelntfre DOPfield ZoneInformafion ,7/ �,,S6 g� � o 'ay ✓l��i,; _ -. ,Ntrmbar oiZOnes Amoum of r3 curiee Per Zone{feet ��„ .�,, ��•x NumberorEmdtersOarZSno -: Mfmmlm Number oFLatarets Par Zone �1 a' �o�f - mrte0l5f tT} } � / Maximum Numheroft.aieralsThat tN(l be t lsend f rzf 'i �z�y, :.a,% zTr "T�y ��' Mawmum LengthofBlelInee Laterals Based an Inlet Pressure y r��d '. 1 34/ ¢ (pt�� Flow Dale Per Zone(GPI t yt � g � Holding CapacityoPAdpperUnePer" (Gas ns} # / y. dlf/B d} Additional Flow Regwremenl to Accommodate Flushing Vetocrty `'f$ err z� c��"� ' r�✓�q ���` Fly y� r��y � y"31'����' ��ii,�"� � ,xy✓ �' -„ .. ,, ow ap#strx �t eta Holding Capacity of Piping'z u zz , ��z rya * j/ 3 za rsi3' a �;:'. Holding Capaciiy(Gsltons)ofsupplyLine&SuPPN&'Flush Martloidp r w s r tfq%nee i Holding EIl"rs y t" Holding Capacity(GallOns)utsep Line Mamfolds and Dnppedine` r HodrsPorlty$d'UsefP+rflosi(igi��."' Head Loss Data Dosing&PlushingCycle s r Ela+ hd(fa omfx7lmp�p 7asa fad f7dtiaS#eat}� Friction Loss per loo 1ps}in$SPP?Y Line&Man fatds �1 i , /y.'„ r 4 t r r x /,,4 /ij Uetocity(tys) r tevaUon pane ank G1f1gp tdki(fdetyW s Friction Loss In Snppl rLlne&SupplyManifalds(psi) ) a 2 Fddlon Loss in$uppyLineS Supply Mardfolds(Feet oPHoad) , y (sstisprirslririplosj34ai Additional Pressure Required for Return Mardfold.end Piping to Tank(psi)) R f , q z r AdddI al Pressure Regwred for Return Manifold and Piping to Tank(Feet df Haad} - �r rs '�, TOH(rotaI Dynamic Head}/n Feat orHead(,, g W tna&Marntttki Control Settings information ,• ./ , , 3'z fi , TotaISystemRuntmePerbay(Minutes) Sri Xe5' p s Total RiSibme PerZone.PerOay{Minutes)c ' 7. To1alSystem Dosing SneEte Per On , RemeforEaohDasa(M)nutes) Off1imBetwean Doses ini58 Sarin Zone(t urnto nearest0 f) 2 larkt � '� f - r a z m�, Miscellaneous Information f,,, si t0n . Dosing Volume PerEmttterPerposa(gallons} rr Volume ofa S ngle Dose(gefonu Pump Selection Pomp Flow Rating(9 M) Save to File TDH(total Opemlo Head tnFeeio(}lea Pump Manufaptt rer .P inn Mode CUSTOMER:JOSH ROZELL TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N 414. '\` 0-30 GSL 0-25 GSL NA ( ,,„....................„.,..,.. PARCEL: 1 2 1 0 5 - 5 2 - 0 0 1 1 4 30+MOTT. 25+MOTT. ALPINE S E P T 1 C SITE: 960 E TREASURE IS.DR. ROOTS @ 30 ROOTS @ 25 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET:CALCS SCALE: NA DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360-507-1546 0 0.5 1 12. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. Blower NOTES Housing 1. Blower piping to BioBarrier®MBR®may not exceed 40 FT [12 m] total length and use 4 elbows maximum per train. Vent For distances greater than 40 FT [12 m] -consult factory. Blowers must be located above flood/standing water levels on concrete bases 26"X 20"X2" [65 X 50 X 5cm] A �c �, 7a / , � y ,s .; A minimum. 2. Run vent(s) to desired location above finish grade and cover opening(s) with vent grate(s)w/at least 12 sq in. [77 sq.cm] of total open surface area.Secure with stainless steel screws.Vent piping must not allow excess moisture � f , r build up or back pressure. ' � r ��� ,� � ,�� £ �,� � sf� �x� 3. All appurtenances to BioBarrier® (e.g.tank pump outs, s etc.) must conform to all country,state, province,and CO local plumbing and electrical codes. 0 4. The BioBarrier®MBR®control systems are provided by Bio- ;¢:^nYa� ' F."/, ® � MICfObICS, Inc. 5. The primary compartments may be a separate tank. 6. The baffle separating the settling and the treatment chambers shall be sealed to the top of the tank, as shown M on the drawing.Ventilation for the settling zone shall be _ provided for in the same manner as a traditional septic m ® r� t� tank. must Control < 7. be secu ed to prevent accidental or unauthorized access. Panel P,t-e Settling Zone Treatment Zone 8. Tank,anchors, piping,conduit, blower housing pads and --u a vents are provided by others. 375 Gallon MIN 1500 Gallons , �— ® 9. All piping and ancillary equipment installed after [1420 L MIN] [5700L] BioBarrier®MBR®, must not impede or restrict filtrate v- pump. —° 10. BioBarrier® MBR®assemblies must be secured to the tanks = to prevent movement or floatation(see Installation Instructions for details). 11. If less than any of the specified minimums is considered necessary,consult factory for guidance. [183 MAX] 72 MAX Maximum Water Height of Level Effluent Line [122] 48 DO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES Operating Water Level [CENTIMETERS] TBETTEF?WATER.REFTER WCF:LG' [97 MIN] TOLERANCES SECTION A-A 38 MIN ±0.02IN/IN [±0.05 CM/CM] MBR 0.5 WEIGHT lb SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A MBR®0.5 SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2016 DRAWN CTC 11/25/2009 1 OF 6 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 10/14/2015 REVISED 10/14/2015 I REV. INI-05-U C II II I ' 1 F' ____ [ii] II 04.5 -1------------I-- - ----------------L _ _------ ---- I i- 1 SCH 40 PVC Pipe I r� I I - I I I I I I I I T - Maximum [138 MINI Water Level i 54 MIN [124] 49 I I I I ------------------ I --------I L-------- --------- C Operating Water Level SECTION C-C [97] NOTES 38 1. All appurtenances to BioBarrier®(e.g.tank pump outs, Settling Zone Treatment Zone etc.) must conform to all country,state, province, and 375 Gallon MIN 1500 Gallons local plumbing and electrical codes. [1420 L MIN] (5700L] 2. The primary compartment may be a separate tank. 3. The baffle separating the settling and treatment chambers shall extend to the top of the tank locating discharge port above the Maximum water level as shown on the drawing. Ventilation for the settling zone shall be provided through a house vent line or a vent in the tank itself. 4. All inspection,viewing,access,and pump out ports must --------------------------- [71 MIN] be secured,to prevent accidental or unauthorized access. 028 MIN 5. Tank, anchors, piping,conduit, blower concrete base and MBR Access vents are provided by others. 6. All piping and ancillary equipment installed after BioBarrier®, must not impede or restrict filtrate pump. I m 7. BioBarrier®module must be secured to the tank to prevent [41] o movement or floatation (See installation manual). 8. Min Volume is determined based on the frequency of 0 16 I c--) sludge wasting. For a reduced pump out schedule,tank SaniTEE Access i o volume should be increased,consult factory for guidance. 9. If less than any of the specified minimums is considered L--------------------I ----------------------------I : necessary,consult factory for guidance. DO NOT SCALE —E CD UNLESS NOTED ® DIMENSIONS e-o-e ARE IN INCHES (C ENTIMETERS] _ fO TII ] T"iETTER 4idkT€R.6ETTE12tdi.F'L�' TOLERANCES 0.02IN/IN ± ® [±0.05 CM/CM] MBR 0.5 WEIGHT lb SIZE DRAWINGNUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART 9-AS A NAME DATE A Tank Details MBR 0.5 I SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2016 DRAWN CTC 11/25/2009 3 OF 6 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 10/14/2015 REVISED 10/14/2015 REV. INI-O4-Z General Installation & System Notes 1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids,transport line, drainfield, and water lines.must be open for inspection. A$350.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. 2. This septic design must be installed by a certified installer with the local health department. All components shall be installed according to state, county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the designer and local health department rior to attempting installation. 3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any confusion or conflicts with'line locations should be reported to the property owner. A licensed surveyor may be necessary prior to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately. 4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot developer, or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void. 5. The property owner and installer are responsible for locating all underground utilities(ex.water, gas, electric)prior to installation. Any utility locations shown within design drawings are likely approximate and may not be exact. 6. All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and maintenance. Component manufacturers(ex. ATU, Glendons,) may have other requirements not listed within this design. 7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor and Industries. Designer not responsible for electrical permitting or other electrical specific code requirements. 8. The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet weather conditions may render this design void. 9. Maintain 1 Oft to waterlines with all septic components&lines, unless approval within design/permit provides a reduced setback. Additional sleeving &install details may apply on reduced setbacks granted. 10. This design may include waiver applications with specific mitigation measures pertaining to installation, operation and maintenance of the proposed components. 11. Stormwater runoff, footing drains, roof drains must be diverted away from any septic system components. No curtain,foundation, perimeter drains shall be installed 30ft downslope and 1 Oft upslope of drainfield areas. 12. Field staking and measurements taken are approximate. Installer may need to re-stake/layout drainfield laterals/beds prior to installation, level w/contours using a laser level in order to maintain the approved depth of excavation. Contact designer w/any problems related to drainfield layout prior to attempting installation. 13.All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance information, refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval. 14. System owner should be cautious of landscaping around septic components. Root intrusion can cause premature failure of the drainfield area. In addition, bushes and trees should be kept away from lids and other septic maintenance points. 15. Changes made at time of installation may impact designer calculations, pump sizing, and compliance w/county and state requirements. Contact design prior to install w/any proposed variations from design. Changes may result in additional fees& permitting. 16. This design is site specific and intended to meet state and county requirements that are related to the system components being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings may or may not meet other requirements. A►P P R 0 @��y p E D CUSTOMER:JOSH ROZELL pplf�pp _ .................................. PARCEL: 1 2 1 0 5 - 5 2 - 0 0 1 1 4 15226 y _ SON COUNTY MA ENVIRONMENTAL `�` ALPINE SEPTIC SITE:960 E TREASURE IS.DR. DESIGN- 5110393 RET ALEX L.PAYL'1E F� ALEX L PAYSSE,DESIGNER SHEET: NOTES SCALE: NA *LICENSED DESIGNER 3089E MASON BENSON RD GRAPEVIEW WA 98546 I I EXPIRES 360.507-1546 0 0.5 I 2