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HomeMy WebLinkAboutSWG2022-00629 - SWG Application / Design - 12/29/2022 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: SWG2022-00629 APPLICANT ARAUJO AARON & ROBIN Phone: Address: 1230 E GLENWOOD AVE FULLERTON, CA 92831 OWNER ARAUJO AARON & ROBIN Phone: Address: 1230 E GLENWOOD AVE FULLERTON, CA 92831 SEPTIC DESIGNER CINDY WAITE-Septic Designer Phone: 3607010205 Address: 80 E PICKERING LANE SHELTON, WA 98584 Site Address: 361 E Saint Andrews Dr Primary Parcel Number: 321275100193 Permit Description: New 3BR SFR -Nuwater Permit Submitted Date: 12/29/2022 Permit Issued Date: 01/24/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/11/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. • THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE RECEIVED. 1 , 21. ONSITE SEWAGE SYSTEM APPLICATION AMOUN 1 _ RECEIVE CO D CO m 415 N 6th Street,(Bldg 8) Shelton WA,98584 < � Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 JVV C p G '46%3 — 06414 -_ O __ z us nPPLICANT I PHONE AARON/ROBIN ARAUJO 714-615-3786 m m MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE r 1230 E GLENWOOD AVE FULLERTON CA 92831 c SITE ADDRESS-STREET.CITY.ZIP CODE W 361 E ST ANDREWS DR SHELTON WA 98584 m NAME OF DESIGNER PHONE I (�,) CINDY WAITE 360-701-0205 NAME OF INSTALLER PHONE 1 N TBD ( — CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE C 6( NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL (/) N)❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL O ❑ TABLE 9 REPAIR 0 SINGLE FAMILY Iir COMMUNITY/PUBLIC WATER SYSTEM Z I ~ ❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: LAKE LIMERICK WS ' ❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE I C 1 O EXISTING FAILURE "Record Drawing required tor all Installations" 3 80'X155'/lations" W I DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) 0 1 TURN RIGHT ON ST ANDREWS DR(BY THE FIREHALL), GO .36 MILES, PARCEL IS ON X to THE LEFT SIDE OF STREET. FLAGGED ON THE ROAD. 10 bI — Ico 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(tor reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMP•G 0 BUILDING PERMIT ❑HOME SALE ❑COM (} {fit M --� INSPECTOR SOIL LOGS 1 IG E / GUIOILLS 11 0 t ( g 64 5L U DEC 2 9 2022 " or J ( SC— By SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS I TOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI • • APPROVED BY DATE L L,I i II -z5 1 - l I -2 (e il/jitA,Ah 1-).41-13 T S MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 maw DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 7 — 5 1 — 0 0 1 9 3 A design will be reviewed when 3 copies of each of the following are submitted: `'Completed design form that has been signed and dated. v 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: I/"X/7" PARCEL IDENTIFICATION Permit Number: SWG Z9,22-0t9Ct.Z-q Designer's Name: CINDY WAITE Applicant's Name: AARON/ROBIN ARAUJO _ Designer's Phone Number: 360-701-0205 Mailing Address: 1230 E GLENWOOD AVE Designer's Address: 80 E PICKERING LANE FULLERTON CA 92831 SHELTON WA 98584 Cit' State Zip City State Zip DESIGN PARAMETERS Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Uraintield ❑ Recirculating Filter.Type: R'Acrobic Unit Make/Model BNR 500 NUWATER ❑ Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 66Pressure IliTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 444Flass SCHEDULE 40 1 Daily Flow:Operating Capacity 270 n t1 g@fsg 40 ft Daily Flow: Design Flow 360 gpd`'9/V Lynkype r VA,Alb 1.25 in Septic Tank Capacity 1000 TRASH,BNR 500 gal er' 0 5 Receiving Soil Type(1-6) 4 S�p�r�tjt-e?9 5 ft Receiving Soil Appl. Rate .6 gpd/ft2 "@4'tj�FN� 111.:t Orifices q� Required Primary Area 600 tt2 Total Number of&es 50 Designed Primary Area 600 tC Diameter 350 Designed Reserve Area 600+ ft' Spa /16 48 in In Trench/Bed Width 3 ft Manifold ' Trench/Bed Length 200 ft dul ss �/ SCHEDULE 40 Elevation Measurements 'eIs fl ". VI' 23 ft Original Drainfield Area Slope <1 % A. Ate. �•-r 1 2 in New Slope,If Altered % 4:% Prs•;w$, ma\i onfiguration used? ❑ Yes ❑ No Depth of Excavation Up-slope 19 • o� �Y E AITE from Original Grade LICENSED DESIGNER Transport Pipe Down-slope 19 Z SCHEDULE 40 L Ki'l{tLS 05 10, Designed Vertical Separation 12 in Length 15 ft Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in Pump Required? ❑ Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 45 gal ` i<1/ Orifice 5 ft Chamber Capacity 1200 gal Uppermost Orifice RI Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 29.5 gpnl Cti'Timer C> 'Ela se Meter P CI Event Counter Calculated Total Pressure Head _ 7.22_ _ ft If Timer: Pump on Pump off Comments DESIGNER R NG O O LATERALS, CONCRETETO BECONTACTED TANKS REQUIREDAFTE CLEARI, PUMP CONTROLSANDPROPERTY TROT O BE LINES SET ATARE TIMESTRUN OF INSTALLATION TLAYUT THE DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 1 2 7 -- 5 1 -- 0 0 1 9 3 t Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch QS Test hole locations lil Drainfield orientation and layout Reference depth from original grade: 0 Soil logs C� Trench/bed dimensions and g Septic tank lif Property lines critical distances within layout 121 Drainfield cover '"� Existing and proposed wells II D-Box/Valve box locations within 100 ft of property 171 Septic tank pump chamber Reference depth from original grade and restrictive strata: Di Measurements to cuts, banks, and locations P/4J,1 b/ 121 Laterals,trench/bed,top and 'IA`'surface water and critical areas lilf Observation port location bottom 0 Location and orientation of lil Clean-out location 0 Curtain drain collector Ali(, curtain drain and all absorption [i4 Manifold placement 0 Sand augmentation components 121 Orifice placement Other cross-section detail: lii Location and dimension of l;?1 Observation primary system and reserve area Lateral placement with distance ports/clean-outs to edge of bed Other Information � Buildings ErAudible/visual alarm referenced Yes No 0 Direction of slope indicator P1,.J r'ta W El Scale of drawing shown on scale 0 Design staked out 10 Waterlines bar ❑ ❑ Recorded Notices attached fifi Roads,easements,driveways, f J ❑ ❑ Waiver(s)attached parkingx„,f,,j, `1 aE_ 0 0 Pump curve attached 10 North arrow and scale drawing ,, �,� ,I,J. a, �! 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste str ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be i otificd bymst ller at time of installation Yes 0 No c.:7& k 94j, o 1 �� F 1 eAr /,15, ("0_, 4;0 Signa re of Designer Date il The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in9ly compliance with state and local on • e regulations: Fy�� ti A tit i —2 �r—z� E ire •, ntal 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: / -//--e 6 V Drainfield site conditions have not been altered to adversely affect conditions of design approval. IA ICI 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: 12/7/20 15 61,1 4 6� ce `&CE Q pt.pi rt.c1 Rev,cd p� nylZ (. o v 9at4q c may Qa.,i "re*rS To..& 0 i ' 6.7) e4,,,, 6-00 /VC"Le d fie '' Q2 1 top y�lI,IV Pf 1P,94) t 'f R © Pni i'►tq j Ipt•re c ve • Cwvt'I,'p i 1 S3 ' 4,, /'") ! (.2o 4.41, 1 vi s,,.e/ & let., —�io'_ 0cit y +,J04 I- � i 4. V� , 6) �Alve 0.., i h,de., 1, we APPROVE JAN 2 4 2023 . ,,, _ . 1 MASON COUNTY ENVIRONMENTAL E TN �% !�, J B W - �v �� - .. i E 5 A I�.uefrrce►is DK :� „,#4sy,�9.,�f� 7 xi CI Y WAIT66�� t�, .i L SE DESIGNR�i 1 1' /' Tr. ZD EXP,RLS U5,10i Lateral# Length Length Orifice # Distance from Distance from end Length # # (Feet) (Inches) Spacing " Orifices feeder line of end of lateral 1 40 480 48 10 2 2 40 2 40 480 48 10 2 2 40 3 40 480 48 10 2 2 40 4 40 480 48 10 2 2 40 5 40 480 48 10 2 2 40 200 50 200 TRANS LENGTH 15 GPM 29.5 K (2"SCHEDULEN 40) 284.5 FRICTION LOSS 0.226574 Squirt 2 Elevation difference 5 7.226574 ti�+A tA't 4gl ,fir 2 1 /tz NI/ 4e 4 .." ii/,‘ _ t '1/ / 4 ----- 441 ill R 0 p 10,,A, „...,0 \Y� `0 L 4 'Ase ifa, NeabNryf,,,, 7 .?3 0. c TEJeatio, qC LICEOE GNER yV Hekry Lx..,«LS us,o- 02'- / Ic . ,, i if qv 0/ge -nil' L.1/_$4 - -_ .. .— d" 31 IA V era ,c4 Nu sc ale \\\ i I .,....,,„,doiv 1 -----0 5, ----- , ._.r - ), -Pt --T—EV 6 .. , — .._�. f ,p Q0 bs e Ca ali,l 62 ) 6--) Valve ?- 41 . c'- r6" L. , /4 h .i it i iii 4 \\qi ct_ , A. 0-, 1-1 I.) Z., Lv. .' 3 1 l.... *OA • c, -Ara) %4'7. 0, �� oo e j J Q�y p 11\')A:11 I.-.'‘ it,ii 44's(), j 190 b ? CINDY E AITE ("I ,3 .• » / L `i4/7k </,�O s LICENSED DESIGNER 1/4 ' T L xrikLS J5/10. v/�0 l yF9oy,, 1 i1 1 r.,..; C d V`j // ••' .' Z .i00;/) 0 I of !• .' 0 1 •1•• • \ W C j �_� ��Y.:' Ca J •t• a W • CC > i' •� • W ffiz 0 m se- v p IX 0 u. Ill E am o CO 1 re 0 it u. W S� � Z = LLW ` o t -.t.�_ t--i I Z W �- 1 /)�:;1 / Q W (�.- .-11 ...E Ike if.. jA Iv* 0 Z Ia. tfiN79tin t F eta gyo a lir +1 t • oar -1 r _ 11 1V A. l, r i 51 8 r '�a CIND .WAITE, ri) Al. LICENSED DESIGNER 10 Exr'ikES O5/10i i • • ..N q A , i r0 H 0 WD I T I m C.)) r- \ n�. Nk 73 m O flo t TZ 1 r m m � m v 4 T _ ? �' r r Q i ';44'. \ C ! _ __1: -I.1 „Al P IN 0 u. • VE *� ;,/A BAN ? s°NL.,0tfit ENV/ 4 2023 �, JBW MENrA[hEALty Q- >, SAP e NA•sti 9� .1 \ / N: ,�,ZZ y��t0 per' CINDY WAITE I LICENSED DESIGNER LxI'IHES o5r.0, ,1' — WATERTIGHT LID VENT(typ) - L'JAL PORT AERATOR-\ RISERS(TYP) \ \ I i ��� TI 36"MAX. 11-- ,,1 1"PVC(TYP) - 1 L a --11 CI �� NRUNE MASTIC 4' 1.."-1 1 — 2"COUPLING — -1,- 8 REDUCER 6 2"TEE , -Lj k `� 1 PVC SLUDGE I 12' RETURN LINE 1 2"PVC --� TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS , OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS 65' 58' FLOOD:191 GAL 54" Pp4, II 0 I/ 36 JqN ° °. ° ° 1"X 1t2' o ° ° ° TEE 2022 tiv • ae� MF,yTq2) �H�q( - •O• PARALE DIFFUSER BARSO TANK WALL 4» 11 jet L } ' `l `l \ \ 3" SLUDGE RETURN j // 1.5'TAPER +}'/ $ 1 -1.4 STONE-FREE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&,vel r-- 9'-2" -- out with screed. _ __ ___ _� 3)Install tank in center of hole,keeping 1 ft.void spa nn�1 orI LLB"" all sides. IA 24"RISERSI 'TP) 24"BLOWER I ar 4)As tank is filling with water,fill in void space wit ,)i;.pacts $ I I ousrNG CAS I granular(sandy)soil free of large clumps of clay.or A& T<,0' I I •N TOP OFLI. I 5)Install rest of system,&affix risers to adapte .0 a ves -7, ,,1 adhesive. �'- A,°,�„I4'c, �,,�, 4- , I 6)Perform watertightness test in field as req 0. .y1 2� 1 I I I ■ a•e" jurisdiction. 2 ��, ' I I I 7)Upon approval to backfill,carefully bac a'dyith :ti��o 1 �r ,, e I t2'RISER I I soils over top of tank. I ND TE ,,4 f, TRASH CHAMBER I O v t, DIGESTER 1 I�10E1W 8)Final grade the surface to avoid chat'; ing ,5.:,.,:.ED D IGNEF� Oh J�_ _ water toward tank. II ■►% — — - _ -- -- J EXPINLS J5 x), TOP VIEW \\1/ : ;. _ AEROBIC TREATMENT TANK DETAIL FOR R: au ; .:�i NuWATER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. REVISED: .I „ � Wastewater Treatment Technologies 3/0 t/12 "T'"`° P.O. BOX 321161, Flowood, MS 39232 (877) 836-8476 (601) 845-4716 fax SCALE: 1„ _ 1"4 ft www.enviro-flo.net C,AdCC e.1 SECURED WITH GAS TIGHT SEAL THREADED UNION / 24'DIAMETER ACCESS RISER FINISH GRADE f _ .t/ -- SERVICE VALVE* A Art II G/tz j�FROM SEPTIC bilk lc \ L ��ii �I �E TO DRAINFIELD lj I • EMERGENCY STORAGE ki, ANTI SIPHON HIGH WATER ALARM LEVEL VALVE• WORKING VOLUME INDEPENDENT NORMAL TIMER OFF LEVEL - FLOAT ING '-(� FOR FLOAT ENCLOSED PUMP • MOUNTING SEDIMENT SHROUD* - CHECK VALVE* SEDIMENTS -- SUBMERSIBLE i CENTRIFUGAL PUMP PUMPSKAMEIER (TYPICAL) i r Yid r:,... *AS NEEDED /#(49C31/ IA 4.0 e . IP 4/1' -A, 4, :, , ,,,,, 444400 ���OF rlS4 9o7 7.° 7 1) 510 18 l -na LICENSED IGNER 1 . . e: IibjjPuinps „,.., �I Pump Specifications ,, ,_:_i_LI-,IN#.4_, II II, 250-Series Submersible >>� Sump / Effluent Pump �,'�'' LITERS PER MINUTE 0 20 40 60 80 10C 120 140 160 180 25 1 r 1 . I I 1 I 1 1 1 — - — 7 20 s I { -8 . ] .,___ r i , , 1 . 15 I J A p 10 i + i" 1114,:8 i r LIC444‘. IGNER leI` .r • 4 Pp _-- — EXPIRE. 05r10 4 � . 1 NTy N1�? �° ] _ ray F Fq(J VI\\V 0 0 0 10 20 30 40 50 j GALLONS PER MINUTE 250 PI RI/11/2018 C)C'opyngln_ul8 Ldxn�Pumps Inc All rights rrxneJ SpcciI catwns subject to change without notice. 111,0 i I Installation Note Pretreated Pressure Distribution System: 32127-51-00193 361 E St Andcrews Dr `1. Owner to have property lines strung when we come to site to shoot in laterals. Ae 2. Use extreme care when clearing the drainfield area. 3. The prepared site plan is not a survey. It's the owner's responsibility to verify property lines, utility lines (water, sewer, power, phone and gas) prior to installation. 4. Install system during dry weather with acceptable soil conditions 5. The tanks may be moved as necessary to accommodate building requirements. Septic tank location must meet all required setbacks. X 6. BNR 500 must be installed in concrete tank Pump tank and trash tank must be concrete 8. Keep wheeled vehicles off the drainfield area before, during and after installation. Tracked equipment only, 9. All ground, surface water and roof drains must be diverted away from the septic tanks and drainfield. Ensure the final grade slopes away from these areas and water doesn't collect on or around them. Use swales, berms, catch basin and tight lines, curtain drains, etc. to divert all waters. 10. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the drainfield 11. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the drainfield. 12. Install access risers on the septic tanks, valve box and ends of laterals. 13. Make sure septic tank risers are epoxied or caulked to cast in riser rings on tank. 14. Lids must form a water and gas tight seal with the access risers 15. This system must be installed by a Mason County Certified installer or 16. Deviation from this design without prior approval from the designer and Mason County Health Department will make this design null and void. 17. This design was sized per Washington Administrative CodeWAC246-272A-0230. The operating capacity is based on 45 gallons per day per capita with two persons per bedroom. The minimum design flow per bedroom per day is the operating capacity of ninety gallons multiplied by 1.33. This results in a minimum design flow of one hundred twenty gallons per day. This creates a surge factor of 33% but anticipated flow is ninety gallons per bedroom per day. 18. Install bed with contour of the ground 19. Install trench bottoms level and always maintain a minimum of six inches into native soil 20. Install locator tape on top of all drainfield laterals. 21. Install threaded clean outs at the ends of all laterals (c s t extend to within six inches of finish grade and be in a valve box as show diag m. 22. Install audio/visual alarm �Poc A i1:\ Ft r, bric required over drain rock prior to backf� .<`1� �!r$ ock extends above tc opID a n the filter fabric at least 2 i bps �h h all. 5100 18 0 LICE NDY ED AIT AN2y ?3 NER 0,A 2 I,gsoN NTYFNVIRp LxPIRES 05/10, Jew HEAL H System Owner Responsibilities: 1. Operation and Maintenance is required by Washington State Department of Health and Mason County Health Department. 2. The septic tank and pump tank should be pumped every three to five years or as needed. 3. System owners are responsible for having maintenance performed annually. 4. System owners are responsible for responding to septic issues in a timely manner. 5. System owners shall not at any time change or alter settings in the control box. 6. System owner agrees to read and abide by information regarding their system in the User Manual provided by Mason County Public Health. 7. Keep the flow of sewage at or below the approved design operating capacity. 8. Keep waste strength at residential waste strength parameters. 9. Spread loads of laundry through the week. 10. Do not use excessive bleach or detergents with added whiteners. 11. Do not shower, do laundry and dishwasher at the same time 12. Antibiotics can kill or impair the biological process in the septic tank. 13. Leaky plumbing can hydraulic overload your on-site septic system. �P�4.1 .14 do 21� • • 2j, 5100418 p- CINDY E WAITE LICENSED DESIGNER \ V LxI,fkLS 0510. NI/