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HomeMy WebLinkAboutSWG2022-00355 - SWG Application / Design - 6/17/2022 415 N 6TH STREET,SHELTON,WA 98584 '. MASON COUNTY a� ' SHELTON:360 427-9670,EXT 400 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400 , h ELMA:360-482-5269,EXT 400 "; Building, Environmental Health,Community I teaHN _ FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00355 APPLICANT GARY & DIANA CONNER Phone: 360-401-0077 Address: 7031 SE ARCADIA ROAD SHELTON, WA 98584 OWNER SUSHAK DIANA LYNN Phone: Address: 7031 SE ARCADIA AVE SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 7031 SE ARCADIA RD Primary Parcel Number: 220287500020 Permit Description: New three bdrm- pressure trench with Class B waiver Permit Submitted Date: 06/17/2022 Permit Issued Date: 06/30/2022 Issued By: Luke Cencula Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/23/2025 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 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: www.co.mason.wa.us/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATERECENEC MASON COUNTY - ri. COMMUNITY SERVICES AMOUNT RECEIVED: RECEIVED BY: vvaip 0 Cn m Public Health(Community Health/Environmental Health) N 360-427-9670,ext.900 or 360 275-9467,eR.400 r{A//- /`O3�^ Z 415 N.6th Street-Shelton,WA 98584 SWG IVY ('�0 7 ON-SITE SEWAGE SYSTEM APPLICATION v n m 0 APPLICANT PHONE mr Gary & Diana Conner (360)401-0077 Z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 3 7031 SE Arcadia Rd Shelton WA 98584 ea SITE ADDRESS-STREET,CITY.ZIP CODE I.N same NAME OF DESIGNER PHONE I n) Arrow Septic Designs (360)898-2255 NAME OF INSTALLER PHONE 0 I o Maples Excavating (360)463-8474 N PERMIT TYPE(select one) DRINKING WATER SOURCE 0 i iice�..RESIDENTIAL OSS COMMUNITY OSS a.1:COMMERCIAL ass PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z I co krr PUBLIC WATER SYSTEM TYPE OF WORK(select one) iif NEW CONSTRUCTION/UPGRADES 57 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE DESIGN FORM(REQUIRED) iff SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE Wo I c)l EWAIVER(S)(IF APPLICABLE) 3 BR 5.89 o I O DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) Go (L) onto W Railroad Ave then turn (R) onto S 1st St. Go (L) onto E Arcadia Ave. E 1 I o Arcadia Ave becomes SE Arcadia Rd. Go way to the end. Destination on (L). o I o Yellow sign: "Conner" IN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE 0 COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS a ' 3r &5L. ek. tom' 03,0j" L,/ W 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. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE L (2rYs� >3 60 ,7oy3 C G 13 ti} IS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSI REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 2 8 — 7 5 — 0 0 0 2 0 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 'd 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 fg'+".:Y.eaftw s r„7' f 7:43 ,r7�4.1.a,,.aa=�mo.>.`1 MA,,,AP:St tf f g;., e.,f"4.;.,_, u.,_l�`"3s..M..a' " Permit Number: SWGy a 2 .00355 Designer's Name: Arrow Septic Designs Applicant's Name: Gary&Dianna Conner Designer's Phone Number: (360)898-2255 Mailing Address: 7031 SE Arcadia Rd Designer's Address: 171 E Vuecrest Dr Shelton WA 98584 Union WA 98592 City State Zip City State Zip y 2g +1LL v a . ,.,.r. . ; .;, w,,',n,,a ,nd�k ....r.,:.,�i.� �'� i'�r.,,..��. 4 4 kb•�i e+B �.> .. .. / _.. 5tt.y w4 S,u x r< �..,.,,.�, l Treatment Device ❑Glendon BiA lter and Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: 50'AttenuationZone Drainfield Type ❑Gravity 1 Pressure lifTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 40 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1200 gal Number 5 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 40 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 6 % Diameter 1.25 in New Slope,If Altered 6 0, Preferred manifold configuration used? (> 'Yes 0 No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 10 40 Schedule/Class Designed Vertical Separation '.1111-- in Length 140 ft Gravelless Chambers Required? 0 Yes ❑No IfirOptional Diameter 2 in Pump Required? le Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 15 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1000 gal Uppermost Orifice I'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.6 gpm mTimer liElapse Meter GI Event Counter Calculated Total Pressure Head 19.34 ft If Timer: Pump on 2 minutes ,pump off 6 hours Comments APPROVED 111 N 3 n 71177 t c 9ASON COUNTY ENVIRONMENTAO��- LYC DESIGN FORM-PAGE TWO Assessor's Parcel Number: 2 2 0 2 8 -- 7 5 -- 0 0 0 2 0 Permit Number: SWG 70`7'7 - 00365 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch E1 Test hole locations g Drainfield orientation and layout Reference depth from original grade: Eta Soil logs E6 Trench/bed dimensions and i I Septic tank 0 Property lines critical distances within layout Q( Drainfield cover g Eig Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: gMeasurements to cuts,banks,and locations 11 Laterals,trench/bed,top and surface water and critical areas RI 6bservation port location bottom g Location and orientation of 171 Clean-out location 0 Curtain drain collector curtain drain and all absorption 4 Manifold placement 0 Sand,augmentation components 66 Orifice placement Other cross-section detail: g Location and dimension of Q1 Lateral placement with distance RI Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information FZI Buildings ''u g Audible/visuak 40 referenced Yes No g Direction of slope indicator Scale of dra a ' wn on scale d 0 Design staked out gWaterlines bar "7 :t* i 0 Recorded Notices attached O Roads,easements,driveways, !+r ss NAB S Ckr 0 Waiver(s)attached parking Ili, :�� �.J�, Cf ❑ Pump curve attached E� North arrow and scale drawingwt ar - `i'� :} 0 11 Evaluation of failure shown on scale bar 511)0349 ' �,f Non-residential justification (9'Q• PAULA JOY JOHNSON'. ` 0 Waste strength " itrAt`o IS SYf�`}�lT:t� � -A-pl- 0 E6 Flow DESIGN APPROVAL The undersigned designer must be 'fled by instal rat time of installation liff Yes 0 No 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-site regulations: Gs 11S0170'}'ti ronmental 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: Zia-Ws. 7'3 t'>0"Y5 ✓ 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 Div) ctxClar Cakvu,Y Far r i l 2Z025)75-000 2 ath-/ --7oI S5 krcc 4 a Rd SCa(f:r"= C4" y86.12. I . , ► 42.0 0 SO 40 4o Km U " 1t-5+ Holt 0 Audio-Visual Alarm X .I A) 32 "VS 1. *roo-tS+° 0 Cleanout '�v 0 OS f -}',I Jetty'r 3 1200 Gallon Septic Tank `4 '"" ry, J O 2-Compartment with •R 4j` r I Effluent Filter ' ZN27 �S4�,(1OO�S 5100349 •.�!h -1a 1405.e ii(I laver 0 1000 Gallon Pump Chamber fPAuLAJoyJoso \l_.,,..„, , 3.27 r c (,5 L f roo+s 05 Valve Control Box E<PIRES t z2 +1 005se fil( (cer . r (5) x 3 �{0 P ri In/My ....- -A draiyi 3i4. ( d trwattiS v�� St lc>'� c. / 51 O.C. will, M \ c° o� \ % �0ras \\\\ �z , ia r° dlYV Ol1,1(A - \ \\ K' o \\ y+e pro, 'cp 70 V1&j Wt (0 CA 4y- 2 d SI•e{Vt W04 fi4ta, e 0 :. w,.11'`v' 10` APPROVED , .. I pie a1 P cfi C JUN 3 0 2022 o`, CQN f o v\mr\kS . iASQN COUNTY ENVIRO► ENt tod ` G ;,.. itiiii; VC SE A., W t►, Cad i a Rd _ Lig� 07. 2or ^,mac Afar • I C. ,. a I o. s -�-�?-�s-k . iv •- -, . • . 1 ,E,,,J2-4, '--..t v ; cal 1 • g4 a •,-fie tiu,ns 2 Tr U 1,oSe.� J iervk '� �w��Q ate- u��7su� � � w� l ,ZSv Vi�'� L 4.11 . zs -�� ' ���r N -ri_inI tt I • • T smart Detailed Drainfield Layout rosy— Scala !' • f0 . 0. f O. 20. • CV to 12• rely Loam I Filet Fabric APPROVEL • • 2`' • .. 0 " /2 t 25• Lateral ( 2" JUN 3 0 2022 �`q ors+ _ t.� Rock —' s• �_A�ON COUNTY ENVIR�NMENSP • • -1-- Ji - .--71- 36• • ') Screw-On up l5"+ 45 °mime Ebow • Lateral • j,Reedrictive Payer . End of Mob • • Drainfield : Cross—Section View • . - 1116.1 Deal - a.a+ owl ,. - Not To Scde • • — • Note Cittassut to be from 0 to 6'incites bcioa Note: 0 - CbservOsn Port 1;,r, _fad Frisked Grode. Mcric ends wi Reber. Goan Out 'To Be 4' PVC Pee from Bottom of Trench 174�.` V\ • R.gsited at Ste End of Each Loterd To frisked Grote. Removable Cap shall be r' -, pproAmber a .s v • - kettaSed on Apo. F: U .N�. ;(•'\ Arrow Septic Designs ►iris + of 5 Total Rewired in System ,,,,, ` %.,;; J .. 5100349 : ?; (360) 898-2255 l; PAULA JOY JOHNSON .� . T Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 480 40 60 8 30 30 2 480 40 60 8 30 30 3 480 40 60 8 30 30 4 480 40 60 8 30 30 5 480 40 60 8 30 30 Total Lateral Length 200 Total#Orifices 40 I GPM = 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 140 40 1.40 ft. Feeder Total Lateral Line Length Lateral#1 40 2 42 8 0.15 ft. Lateral#2 40 7 47 8 0.17 ft. Lateral#3 40 12 52 8 0.19 ft. Lateral#4 40 17 57 8 0.21 ft. Lateral#5 40 22 62 8 0.23 ft. Total Elevation Lift ' 15.00 ft. i 19.34 ft. � Total Dynamic Head t��' .c`9 h AT • ;::( 5100349 •._�`�Y C PAULA JOY JOHNSON ' �-�— riEti b`SiGNFt APPROVED JUN302022 ., YO ENVIR4N 0-tli -. MASON COU �,(C' xr Flow-Mate --.. » Dose-Mate or equivaleKt In high head dewatering or effluent This is our fastest growing line of effluent applications where pumping pumps.The 150 series is truly a workhorse performance is critical, this robust designed for reliability under extreme family of pumps is known for reliability, conditions in an effluent environment.1 50 durability and performance. These series pump curves cover a wide range pumps are especially suited for harsh `, ._. of applications. They are well suited to environments.Zoeller's coot run design applications with low pressure pipe (LPP) and corrosion-resistant,powder coated and enhanced flow STEP systems.Zoeller's epoxy finish add up to a long-lasting, cool run design and corrosion-resistant, trouble-free product. powder coated epoxy finish,in addition to F— the hermetically sealed,oil-filled motor and Z non-clogging vortex impeller add up to a r a W c long-lasting,trouble-free product. J MM.btualirt• a++ ! MADE AINTHCO USA I UrCNEXTi la CC II� APPLICATIONS: AppRoE APPLICATIONS: 2 STEP or onsite applica • STEP or onsite applications _ • Water transfer JUN 3 0 2022 • Light commercial dewatering N • Light commercial dewatering A`,k�.�. SPECIFICATIONS: SPECIFICATIONS: ©� •�� �NV�RQN�E 1-1/2"NPT discharge • 1-1/2"NPT discharge' ��� • 3/10 HP through 1/2 HP • 1/2 HP through 1 HP • Available in nonautomatic or with a variable level • Available in automatic or nonautomatic piggyback mechanical switch • Model 137,139,140:1/2"(12 mm)spherical solids • 1/2"(12 mm)spherical solids capacity with vortex capacity with vortex impeller thermoplastic impeller • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784. vortex impeller • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. '' w PUMP PERFORM E CURVE e i LL MODEL 15 152/ 53 PUMP PERFORMANCE CURVE MODEL 1371140I145 5 50 n ,° ►I�ME...... 14- 45 153 , ,.■. t2— 40 ■.......■■ ,e .....■.... ,} o 10— 35 152 ,6 ■.1�....... 30 ,. ,M........ y 8- 151 3i '„ � ■ia�■■.■■. a 25 ■..`...■.. 0 6_ 20 e .� ....P,.... 4- 15 ■'''■1�.■. 10 a n ■.... .RI ... 2- 5 ,° 11■...11►\.`'. I ' 10 ■....,1.\`i,. 0 , s ■.■.■®■■.® P 10 20 30 40 50 60 70 80 90 100 ° GALLONS 10 m 90 w w 60 r° e° 90 t°° i LITERSGALLONS ' ' I 0 40 80 120 160 200 240 280 320 360 ROW PEP MIME152656 FLOW PER MINUTE 014508 • 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoetlerpumps.com • LWWTN GAS TIGHT f AC KS METER \ 7 MEN MADE j # !1i fir- i .1'7i —7--47-5--- 1114L7.t1,7—...—,_.—___—___.2 i , rjj � apy�q�� . i �� '�� 1 L�r. .i .. 0 O!lii�'fi' t } 1f FROM SEWAGE ! I i # ; { f } J ROA G i j J i I SOURCE 1 } �t < ; 1. \ - 1 i FILTER i . / H i i mamasA/.---------N---AP-13: . ROVE D 1 i 1 i . N 3 0 2022 IRONMENTA���`� tl CAI3 �ASQN COUNTY EI�YC SEWRED S Kani SAE TIGHT SE r— THREADED WOWS . . 2MUSTER ACCESS mat 1 FINISH GGRADEs SEMI VALE • MOM SEPTIC �': : ---� .D TANK = t 1 II il A SGE 1 i' I E = ANl.�. i1 MGR WATER ALARM LE M ° ) t ;t if' ; { YALVE* t 4 ?� (1 f # . NORMAL TIMER OFF LEVEL INDEPHW 1T t [ RAT STEM �`� i 13 — , I FOR FLOAT INCLOSED PUMP • •• 1 7 SHROUD sG VA�.i�E_ ,t SEDEMENTOtt. PUMP MIKEIZAteatEIR (TVPICAL1 =ASKEEDEB 4 **Note: Septic Tanks must meetstandards required by AC chapter 246-272C and manufacturer must be on the Dept of Health list of registered sewage tanks.** • Pi a OW Septic De�signz .7 4,11 INSTALLATION & MAINTENANCE 115V,/ Pressure Distribution Systems ' 5100349 �, Y:45. PAULA JOY JOHNSON11. Eit 1. Install Laterals with contour of the ground.' �, 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 at distal end of each lateral in drainfield with bottom extending to the drainrock/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. 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 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 ground 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. A ®PROVE JUN 3 0 2022 IASON COUNTY ENVIRONME A W:\ LYC