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HomeMy WebLinkAboutSWG2023-00267 - SWG Application / Design - 6/23/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 M . SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00267 APPLICANT DEVRIES VIRGINIA G Phone: Address: 521 N MOUNT JUPITER DR HOODSPORT,WA 98548 OWNER DEVRIES VIRGINIA G Phone: Address: 521 N MOUNT JUPITER DR HOODSPORT,WA 98548 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION,WA 98592 Site Address: 521 N Mount Jupiter Dr Primary Parcel Number: 422045000092 Permit Description: Replacement-3BR Pressure Permit Submitted Date: 06/23/2023 Permit Issued Date: 07/05/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/28/2026 (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. --- — OFFICIAL USE ONLY ---- - . MASON COUNTY ✓ 06 /�-J , 9s0 3 COMMUNITY SERVICES ,. E O p� v m Public Health(Community Health.'Environmental Health! (V/...� j r 441.400or36P 2:5. ex.40C 573 415 N.6th Street •Slutron,Wp 9E584 SW aWa- — boa. -1- Q 73Z 6 ON-SITE SEWAGE SYSTEM APPLICATION g m . m APPLICANT - (— Virginia Devries (360) 789-4416 r z MAILING ADDRESS-STREET CITY STATE.ZIP CODE c CD WA,Ort CO N Mount Jupiter Dr Hoods port, 98548 0 X SITE ADDRESS.STREET.CITY.ZIP CODE .. _ (n Same t r ;: (1 = . 6 ,�; ' �1 a L, ;� 3 NAME OF DESIGNER PHONE ED I IV Arrow Septic Designs, JUN 2 3 2023 I`I (360) 898-2255 NAME OF INSTALLER IJ PHONE 0 I N Maples Excavating _ (360) 463-8474 <_ By DK'NKING WATER SOURCE - I CI PERMIT TYPE ise(ea one) 5 G)RESIDENTIAL OSS CaECOMMUNITY OSS EICOMMERCIAL OSS lZ PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z I TYPE OF WORK fse/ec one) l PUBLIC WATER SYSTEM bNEW CONSTRUCTION/UPGRADES Pr REPAIR/REPLACEMENT OTHER DETAILS(select all that apply; 0 TABLE IX REPAIR SUBMITTALS 0 SURFACING SEWAGE gl EXISTING FAILURE 0 SHORELINECO DESIGN FORM(REQUIRED) USEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I © 6WAIVER(S)(IF APPLICABLE) 3 .23 acre o I IcD DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gate) Take Highway 101 N to Hoodsport. Turn left onto N Lake Cushman Rd. Turn right onto N I o Dow Mountain Rd. Turn right onto N Mt Jupiter Dr. Driveway is on the right with "521 Mt. o I o Jupiter Dr." on a wood sign. Test holes behind the house. —1 co Io N SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N OFFICIAL USE ONLY BELOW THIS LINE- - UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE OCOMPLAINT ❑OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 0 I.__ 0 , y`f L:5- RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS OR SIGNATURE DATE APPLICATION EXPIRATION DATE APP ION APPROVED/ISSUED BY DATE H M MAY BE AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2615 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 2 0 4 — 5 0 — 0 0 0 9 2 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'' t' • • P&RCEL DDENIMATION: , •t : Permit Number: S\VG 2023- DD .b-1- Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Virginia Devdes Designer's Phone Number: (360)898-2255 Mailing Address: 521 N Mount Jupiter Dr Designer's Address: 171 E Vuecrest Dr Hoodsport WA 98548 Union, WA 98592 City State Zip ��7 �a�7�T f p� City y n, s�i r1_... F..a:'+igf j Y LESI N.."�"Y1� NIEIL1h7- ?a. _- _ ._.,. { ...... _..._ _ ..... State Zip Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: 0 Aerobic Unit Make/Model 0 Disinfection Unit MakeiModel Other: • Drainfield Type 0 Gravity VIPressure 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 22.5 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1,200 cal Number 8 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appi.Rate 0.8 ;pd;ft= Orifices Required Primary Area 450 ft2 Total Number of Orifices 40 Designed Primary Area 450 ft- Diameter 3/16 in Designed Reserve Area 450 ft2 Spacing 60 in Trench/Bed Width 10 ft Manifold Trench/Bed Length (2)22.5 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 2 % Diameter 1.25 in New Slope.If Altered 2 % Preferred manifold configuration used? Fif Yes 0 No Depth of Excavation Up-stops 12 in Transport Pipe from Original Grade Down-slope 10 in Schedule/Class 40 Designed Vertical Separation 24+ in Length 40 ft Gravelless Chambers Required? 0 Yes No 0 Optional Diameter 2 in Pump Required? Fif Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Duff.in Elevation Between Pump& Uppermost Orifice 5 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual (head) 2 ft Chamber Capacity (flood) 1,000 gal Uppermost Orifice EeHigher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 23.60 gpn] gTimer l Elapse Meter 21 Event Counter Calculated Total Pressure Head 7.71 ft If Timer: Pump on 2 min ,Pump off 6 hr Comments APPROVE .JULU2023 o Jb toco, MASON COUNTY ENVIRONMENTAL HEALTH JBW 1 DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 2 0 4 — 5 0 -- 0 0 0 9 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ft Test hole locations g Drainfield orientation and layout Reference depth from original grade: O Soil logs 64 Trench/bed dimensions and g Septic tank ▪ Property lines critical distances within layout gDrainfield cover O Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade within 100 ft of property lif Septic tank/pump chamber and restrictive strata: g Measurements to cuts.banks.and locations Gif Laterals, trench/bed,top and surface water and critical areas g -Observation port location bottom ❑ Location and orientation of lif Clean-out location 0 Curtain drain collector curtain drain and all absorption Eif Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: It Location and dimension of 6f Observation ports/clean-outs Lateral place •-nt with distance primary system and reserve area to e•=e of• l+, Other Information id Buildings g A ,1i. - r •rm referenced Yes No Direction of slope indicator g a o �.i-.�i .wn on scale l� 0 Design staked out Fli - 0 E1 Recorded Notices attached Waterlines :..` *1*A*,4:;st 6i Roads,easements.driveways, eiri:, _'*_ �^• ❑ g Waiver(s)attached parking .'t 4��,`''r 66 0 Pump curve attached Cid- ` 510.349 Gd ❑ Evaluation of failure North arrow and scale drawingPAULA rev JOHNSON'-Z shown on scale bar �` .'1 al Siar4Eft•• •t Non-residential justification - .RE```��G,����+++i 0 g Waste strength 0 131 Flow DESIGN APPROVAL 0 The undersigned designer must be i ed by install •at time of installation Et Yes 0 No iLC -2_3-Z 3 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: q,[ ri 7— 5-2-3 Env o tal 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: Q 2<6 _'2 Q 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: 12/7/2015 :es, 9 Arrow Septic Designs 171 E.Vuecrest Dr. Union,WA 98592 June 22,2023 Mason County Department of Health Services 415 N 6th St Shelton,WA 98584 RE: Virginia Devries Property(Parcel#42204-50-00092)Evaluation of Failure and Septic Upgrade from 2- bedrooms to 3-bedrooms Dear Inspector: Attached is a replacement/upgrade septic design for a property located at 521 N Mount Jupiter Dr, Hoodsport,WA 98548 in the Lake Cushman community. There is an existing 2-bedroom septic system that the records show was installed in 1983. The existing system has a 1,000-gallon septic tank and existing gravity trench drainfield 85' x 3' for a total of 255 s.f.. The septic was recently serviced for a home sale on 6-5-23 and the pumper noted a lot of back-flow from the drainfield even though the house has had limited occupancy. Upon further investigation,the drainfield was found to be plugged with roots. The manufactured home that was installed is 3-bedrooms,even though the assessor and septic records show it as a 2-bedroom. The buyer wanted to make sure the number of bedrooms in the home and the septic were equal. The old tank is to be removed and the old drainfield is to be abandoned. In order to increase the septic size from a 2-bedroom to a 3-bedroom, we are proposing a new 1,200 gallon 2-compartment septic tank with an effluent filter followed by a new 1,000 gallon pump chamber and(2) 10'x22.5' shallow pressure beds totaling 450 s.f..This is a compliant upgrade with 24"+of vertical separation. There are no surface water or well setback issues and we have designated a full reserve drainfield area. 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P kqr EL A2.A-00-0Cccl2. 521 N Mou:N'r )ors gPtiVe f. c5' 3 B R 1 \\ ( ExT s{Tt I I Ca\,..„, I I I ,i \ Q' D Et,4c (o x 22.5 f_ t •N 0- t o" 9 l s Y rAd' `� � ei�0 531' GomPaGt Ips r ct. )rav_` w1 Mokk•G 1q . 5'41.c,ar 1pac..t is -I- no— z S 1c O , 0 - i gravel \,v`rAcrt'kt;,1q . r2..Qs �F l\ . , p R_ I-- - - - 1 ( / �ti' r — —— —T \% �TY. tG KZ -S s \' 1 I R-A-S. D F /4' f.- 0 Audio-Visual Alarm � w000 9 1— -1 $ j. Cleanou: -1 t.3 U3.' I 0 1200 Gallon Septic Tank �2EEN 8� LT ��, 5 2-Compartment with - Effluent Filter g ��Ir2 - N e-L3 vk-5 1k' -,z O 1000 Gallon Pump Chamber o_ (9 7Y0-6Lea-tre-\ ou, ,,cts.1/4,\N _ItAp_Nia E ., „.. -- * oNT- s7c ‘ .. N.,„ , JUL 0 5 2023 1 .. -. `'a� PAu,A JOY JOHNSON '...43,4. `� O q I MASON COUNTY ENVIRONMENTAL HEALTH ........` 1- . JBW fo JA 1 . f„AsJL,,::'4 T /r /j C iP°" _ �' r lc' cloS "'�`�n ?a te h ::% 7N.\.,3 .5 t'Ai& Ecc.), ey24Q., kO.S : 0 ,_,, I X 61-0 _.(1 .25" Sched 40 Laterals • (5 ) 3/16" orifices 6O`'O.C. per lateral. . . 1st & last o r r 30 /0 / lP f ran end of bed. 30 vaift5, --- (- . s�-�`Q' S`aS�Q' i - Ior 1 Seat 4i4Q. o S' (o' (S' Co' SCREW ON CAP 45 DEGREE ELBOW NOTE. LATERAL O=OBSERVATION PORTS--TO BE 4" oe{ i Ce PVC PIPE FROM BOTTOM OF TRENCH END OF TO FINISHED GRADE. REMOVABLE DITCH CAP SMALL BE INSTALLED ON 30•�J DETAIL OBSERVATION PORT PIPE. ANCHOR ON CLEAN OUT BOTTOM WITH GLUED ON TEE. MINIMUM OF IN SYSTEM. NOTE, CLEANOUT TO BE FROM 0 T( INCHES BELOW FINISHED GRADE. ( . MARK ENDS WITH REBAR. CLEAN C REQUIRED AT END OF EACH LATER; \ I\ P----] ---7-=-2- , -- ,.? ' T 0 I a � 30¶ 0ø _ 7q2..s-S ' o� � 8-1- . ApPROVED /2140,- „to 74, ',..-1, ✓ L� �UL 0 5 2013 .' 5 'oe''_. ' , � ;.. ASON COUNTYENV1RONMENTgL H 'Z'•'I A%l.oE"-.n4bk....:5,•_., ,' �, Fsrr. EALTH l V - Nam : s o '3ts r Jaw ' PAULA JOY JOHNSON •. Licx srE8.8 •bESiGN�a•' MGOF PA.' DQRII• .IELD ENO VIEW - N -� '�- T3 Length Length Orifice # Distance from Distance from an Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) 15 ) 1 270 22.5 60 5 15 2 270 22.5 60 5 15 1515 15 3 270 22.5 60 5 15 15 4 270 22.5 60 5 5 270 22.5 60 5 15 15 15 1 5 6 270 22.5 60 5 15 15 7 270 22.5 60 5 15 15 8 270 22.5 60 5 (Total Lateral Length 180 1 I GPM - 23.6 `Total#Orifices 40 - Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 40 40 0.40 ft. Feeder Total Lateral Line Length Lateral#1 22.5 4 26.5 5 0.04 ft. Lateral#2 22.5 2 24.5 5 0.04 ft. Lateral#3 22.5 2 24.5 5 0.04 ft. Lateral#4 22.5 4 26.5 5 0.04 ft. Lateral#5 22.5 4 26.5 5 0.04 ft. Lateral#6 22.5 2 24.5 5 0.04 ft. 4 Lateral#7 22.5 2 24.5 5 0.04 ft. Lateral#8 22.5 4 26.5 5 0.04 ft. Total Elevation Lift 5.00 ft. Total Dynamic Head 7.71 ft. 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I For more information,see Technical Data Sheets FM2782,FM2783. ' 2 u. PUMP PERFORMANCE CURVE PJMP PERFORMANCE CURVE MODEL 151/152/153 MODEL 137/140/145 50 — a- I 14— 45 153 s 1 x- I 72— 40 Is- < S as Y = 10— 152 w x I 111 so ,,- s o 6- 25 151 1 r y B, 0 a .- 6— 20 y s 15 •- -s '� pp 4— `\� g• 10 2— s 5 7 0 > s 10 20 30 40 50 60 70 80 90 100 o s GALLONS ro z i u SC a •, 0 v C.C.S +o�+z 4p 90 120 160 200 240 280 320 360 ...vs• ., w' -< _.:Fit;; w a... ..11 s. •rt,,4 -526556 FLOWPER MINJTE 014508 8 ©All rights reserved, .Z•Lim •ELLER POMP Cii.. 238-27 928-7867 I zoellerpumps.com N COUNT y ENVI I w o V ENTAL HEALTH 00 4- JB , .. wqmmonsmsgis= 1. SWUM LID VATS GAS TAW'ag, , \ . • , I 24.InAPtenat ACCESS MGR v , * ,0-•-•"'":"'----t MESH GRADE zs . i 1 -_-------=-- . 1 i t-t-. ------- ----t- -':-----"-272-1 \ f 1 '.:.7' --7----i i !I / _..... n --, n.. .-:t TO PUNP -- =i --s". CHAMIM ; . ‘i-----7------- I 1 :-..... i • , Ii 1 i c)t WA Li SOURCE FLOATING NAT i 1 I I 1 ! I i APPPMED 1 . • i I 1 1.-j4-Tr---• !MAW I1 t i 1 FILTER • I , i 1 i• , simmers 1 1 I 1 • I i 1)0 0 Gati.e6 1 ' 1 1 . 1 Ber6dr`le°e* i i z I \1\1\lv% 41\ SEPTIC TANK APPROIEn . mrpteko JUL 0 5 ity- - -4Mw, writ!64.5 TIGHT SEAL. rill . THREADED iRCZON . IASONCOUNTY ENVIRONMENTAL HEALTH 24s DIAMEra :N 1 J SW RPM GRADE " __... ..____. r"--- VALVE s i 1:2014 SEPTIC TANK r+___ ___ _*# ,-------.m........ .., : ....41'• -. -7..--*To :-. 7 ,..:i DRAINRELD _____ MERGE/CY STORAGE ! !i A ---71- . I i i : : I Ann SIMON f 1taw WATER ALARM LEVS. i i 1 I ";"-C i , ; 1 • i`‹. 4--- = EPENDNT ; ; I f ;-- I FLOAT ST—___...+ t EN ' .-. • 2 1 FOR FLOAT • ENCLOSED PUKE, . MOUNTING - -4-r-1, :? i , : SEDIMENT SHROUD* I \ Le" :5-0 CNE VALVE CK * 1r ",". ..: • 7-==-1' . Pook_ c9'-- I, f . 1 , i ) 1 ; . • ' 1 SUBNERSZBLE . CENTRIRIGAL I pimp PUMP.SaaketBER I triPtc41.) =AsGNEEDEDuRe . i \j **Note: Septic Tanks must meet standarcis required by WAC chapter 24,5-272C '" 1 and manufacturer must Pe on the Dept of Heath list of registered sewage tanks.**FL 2 - I . . r So-el • Air • (' ti De/.�EY y y t Keay �y ECST�LATIO vLTElCE `. , . s,ecaae Pressure Disu m Distribution.Systems -Bed y'p�: PAULA JOY JOHNSON . L;dt X;i'M'?tSi1NV!" 1. Install Laterals with contour of the around. 2• Install bed bottom level. 3. Inst all locator tape or rebar at each end of all d e nFeld lass._. of 2*eGui=ed in each 4. Install observation ports as indicated on the plot plan. tiat-em bed with bottom extending to the drainlockinative soil interface. Glue"T"to bottom so on top o Observation Port cannot be easily removed from gro nd. Install removable cap f port at final uad.e level. soil smearing must be 5. Install drainfield during dry weather and soil conEtions; any eliminated by hand raking. lateral 6. Install threaded clean-outs at the end of air s (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. Redumiant off switch required. 8. Install 1/8"mesh non-corrosive pump screen(m . 12 SG. 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. chaining back into the 9. Install check valve in pump outlet line to prevent system from g 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 Enviiozunental Health Dept. approval,ram 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:Filing. If the drain rock extends above natural grade, run the filter fabric at least 2 inches down the trench wail. 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*arc 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 regnlaiions. 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 drairfield 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 encased to prevent crushing. 23. Homeowner is responsible for all property-lines PPROVE \ • JUL 0 5 2023 0 MASON COUNTY ENVIRONMENTAL HEALTH JBW