Loading...
HomeMy WebLinkAboutSWG2023-00405 - SWG Application / Design - 9/22/2023 584 MASON COUNTY 415N6T"STREET,SHELT967 ,EXT 400 SHELTON:360-42T-96]Q EXT 400 BELFAIR:360-275-4467,EX1 400 ` ' - ELMA.360-482-5269,EXT 400 g Public Health & Human Services FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00405 APPLICANT CAREY JEFFREY L &DEBORAH Phone: Address: 890 E CEDAR ST BELFAIR, WA 98528 OWNER CAREY JEFFREY L& DEBORAH Phone: Address: 890 E CEDAR ST BELFAIR, WA 98528 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER SHUMAKER CONSTRUCTION Phone: 360-377-2425 Address: PO BOX 3378 BELFAIR,WA 98528 Site Address: 72 E Island Lake Dr Primary Parcel Number: 320065006007 Permit Description: 5-bedroom pressure system w/ sand lined bed Permit Submitted Date: 09/22/2023 Permit Issued Date: 10/10/2023 Issued By: David Anderson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/26/2026 (based on date of nspealon) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17, 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF 055. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED, FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.govlhealth/environmentallonsiteloss-inspection-request.php or call: 360.427-9670, extension 400. OF:IC IAL WC-c3NL't' MASON COUNTY 9 1 • 13 N COMMUNITY SERVICES 5-t _ `. o ICyH m PubI )i w, rc Enmemal Heal,n. R f/ .,o.,L6604 SWG a�i3 -06 �(0 o A Z N ON-SITE SEWAGE SYSTEM APPLICATION 3 m m APPRCANT oNE m r Jeff & Debi Carey (360) 731-5683 en INGPODREBB.STREET.OTY.STATE MR CODE Belfair, WA 98528 d co m 890 E Cedar St 0 z SITEADDRESS-STREET CITY.ZIPCOCE co o W 72 E Island Lake Dr Shelton, WA 98584 NAME OF DESIGNER 17Hor,E d N Arrow Septic Designs, Inc i (360) 898-2255 a NAME OF INSTALLER -`r:E Q O Shumaker Construction 1 F(360) 509-1222 (7 I0 PERM 'SeiECDne. DP E SOUNCE WrRESIDENTIAL 05$ bCOMMUN,TY OSS ECOMMERCIAL 05$ ` f PR INC/VIOUALWELL H PRIVATE TWO-PARTY WEL_ Z I QIP �E0 ACRv.rs&ec!o:' C PUBLIC WATER SYS.EA1 NEW CONSTRUCTION'UPGRADES 5-REPAIR/REPLACEMENT RII O 5se4Ya 9PFY. ❑ TABLE IX REPAIR Iat o SM TTALS ❑ SuRPACING SEW GE 0 EXISTING FAILJRE ❑SHORELINE ¢ al I O gDE51GN FORM(REQUIRED) WiSEPTIC DESIGN(REQUIRED) 2DCOMS I -0 - r- awAIVER(s)OF APPLICABLE) I 5 1.47 acres cn x I0 DIRECIONS TO SITE AND SI!EGONDTIONS 1 Ax Ijcec re; Take W Alder St to roundabout and go up Northcliff Rd, at main intersection with light turn � I0 (R) onto N 136th St which turns into E Brockdale Rd, Turn (L) onto E Island Lake Dr and r I o take 3rd driveway on (R), paved just before brown mailbox "70" and bicycle/pedestrian sign. -+ 0 J SITE MUST BEFLOGGED FROM MAIN ROAD AND TEST MOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONL Y I'LL:3V.III¢5LA - ._.- - UPGRADE I FAILURE SOURCE r rspofl.cg P✓Pcses, 0 VOLUNTARY 0 MAINTENANCEVUMPING O BUILONG PERMIT ❑HOWE SALE OCOMPLAINT ❑OTHER. INSPECT OR SOIL LOGS _-•dMENTSICORd (I+ i:o- 7t ' F6C5 ©75% 9Yat1 ECJR':-F n._ .SPORT SOL , .,PP. AL. v-VERY ERY 0=GREW _v S SANS L= 0AM sI=SILT 0- L" REM_ 5-7COTs -C,INES INSPECTOR SIGNATU DATE A.---PI.G lO E FPTIoN DATE -..IIGGIO O ' 0— y76/7o7 i Y/Z6/�ZG I 10/ 1017o �r m TXISF RM MAY B:ASE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RE DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 2 0 0 6 - 5 0 - 0 6 0 0 7 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.WWaximum paper size: 11"Y 1-" PARCEL D)ENTWICATTDN Designer's Name: Arrow Septic Designs, Inc. Permit Number: SWG (360)898-2255 Applicants Name: Jeff&Debi Carey Designer's Phone Number: Mailing Address: 890 E Cedar St Designer's Address: 171 E Vuecrest Dr Bel(air, WA 98528 Union, WA 98592 City State Zip City State Zip DESIGN PARAMETERS - -. Treatment Device ❑Glendon Biofilter ❑Sand Filter 0 Mound fir Sand Lined Drainfield ❑ Recirculating Filter.ly pc: ❑Aerobic Unit S1akeNodei 0 Disinfection Unit MakeNtodel Other: .- Drainfield Type El Sub Surface Drip ❑Gravity gt Pressure O Trench rs�Bed Septic TankfDrainfield Specifications i Laterals Number of Bedrooms 5 Schedule:Class 40 Daily Flow: Opera 450 gpd 7- Length 42 ft [ing Capacity _ 600 gpd Diameter 1.25 ins Daily Flow: Design Flow l Septic Tank Capacity(working) 1,500 gal ---- Number 6 Receiving Soil Type(I-6) 3 -"-- Separation 3 Ft Receiving Soil Algal. Rate 0.8 gpdefer Orifices Required Primary Area 750 ff Total Number of Orifices 126 *5/32* in 756 ft- Diameter Designed Primary Area24 in Designed Reserve Area 756 ft' Spacing Trench-Bed Width 9 ft ' Manifold Trench/Bed Length 2 x 42=84 ft Schedule/Class 40 ..--- Elevation Measurements Length 6 ft Original Drainfield Area Slope 0 %p- Diameter 1.25 in New Slope. If Altered 0 ,o Preferred manifold configuration used? ❑Yes 0 No Depth of Excavation Up-slope 24+24=48 in y Transport Pipe from Original Grade Down-slope 24+24=48 in Schedule/Class 40 Designed Vertical Separation 24+ in Length 80 ft Gravelless Chambers Required? ❑ Yes No 00 nth, Diameter 2 in Pump Required? Ei Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 .-- Pump 'p sr Orifice 8 ft Dose ,n, 150 gal Diff. in Elevation Between &G pemtoquantity', 5 ft Chamber Capacity (food) 1,500 gal - Drainfield Squirt Height/Selected Residual (head) Pump controls:Please check those required. pennc@t Orifice Higher 0 Lower than Pump Shutoff r�Elapse Meter Ir�Eent Counter Capacity @ Total tal Pressure Head 80.64 gpm [jfTimer 1-5 min .pump off 6 hr Calculated Total Pressure Head 25.45 ft If Timer: Pump onp Comments 1 aka DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 0 6 — 5 0 -- 0 6 0 0 7 Permit Number: SWG _...._. DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch al lest hole locations fd Drainfield orientation and layout Reference depth from original grade: g Soil logs El Trench:bed dimensions and g Septic tank Property lines critical distances w ithin layout g Draintield cover Pi 0 D-Boni Valve boy.locations • Existing and proposed wells Reference depth from original glade within 100 ft of property g Septic tank'pump chamber and restrictive strata: ❑ Measurements to cuts,banks.and locations &1 laterals, trenched,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of El Curtain drain collector Clean-out location g Sand augmentation curtain drain and all absorption g Manifold placement components RS Orifice placement Other cross-section detail: g Location and dimension of V Observation ports/clean-outs g Lateral placement with distance primary system and reserve area to edge of bed Other Information FZI Buildings g Audible/visual arm referenced Yes No • Direction of slope indicator g Scale of dra 5 k lown on scale d 0 Design staked out g Waterlines bar I 0 fib Recorded Notices attached O Roads, easements.driveways, t 14 ❑ RS Waiver(s)attached „.:;1•r g 0 Pump curve attached parking . to. Ale rk'yj,� 0 g Evaluation of failure g North arrow and scale draw ,11 0' Y N0yt shown on scale bar n� ' '�., }s Non-residential justification R, ' s+oy JO =�eF,�ya ❑ gI Waste strength p, PAULA JOY JOHNSON ., LICp a�tSY,tR kW61/" 0 lif Flow DESIGN AP AL The undersigned designer must b eti fled y installer at time of installation g Yes 0 No lip • 9 -z2-z3 Signature of Designer Dale The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to he in compliance with state and local on- i egulations: ' '( 1 II i" l0//077a z5 Environmental I Icalth Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved' by Mason County Public Health.✓ 7(7�/�z6 The Onsite Sewage Permit has not expired. the Permit Expiration Date is: _ ✓ 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 sited red Date C.7l2015 zies�3e nnsox,co WA {��# 21G93q \I . 5a ��. lgto 1ifi iiaili 61 6�=- d ! a $ � � '� �/I ° GII i EI8 o A s01 sta -k0 a. r, ENNh Rdv ag '.� � :sA � m a • 1z A I eb Ell �_ zs :� z P a � o ANa s a : eNE W a �a yEEa e ' A 8 z & $ a 50 Vz. iG r s ,1� gie a It a 5 'i I 4 s� llz t II 30' so' /Pk ,�... . °' j \ a a "lo I/ W , a >.r m m.�;�rr ,a= 18 il d " u$ N S A I�' '•44ia ,A� i ry_ 3 E § I $j " 6 5 A " E. "� 8"Eb C 9d As v EN € 1� , e L�f.YGe09 y !� $ S > Ns m 4v5Eq.5 ' `� 8 g em . E. CJ A " E i /a \ wE W �� 3W b. A A d , g. _e. c I,' gR b L 8 t� c-. v; I I }.a P a E? 8` Z C I 6 'a "2 5 , a �o8� nUnS d'c\� It z /�v �/ :mm 0, ._ • p� 5 'II -I go 8 hOUNE El. 5 ee Rite E ga 7^ aPI �8 7 N `', a Rq it 5 & co a, e - c�=a d yr 3.'AZ II n A 9 'c v� '"18 try,_ � t, j .� ., I J Is z NI 1 : Az> 41H .emra �' Ku \.,.+ IG ' ' 'rE10 E�. ' ■ �I• >� o �� P\ cae- - a i'$2 \It y �� 6 � n©� hro� �r 'EOE ems.: P z� tr. ' 33yy " 1i$o P b%p oe � P 9 4, oll FF 33 9 e � gt3i> pe aa'.E aa < x �E� a\ 'S 8 P w sa ` ` �. MERIDIAN, conecnogoo.x or auvu LAKE 45 29tV A /A L_1.F..ccr ;Tg1NFRS Ir 5GALC;v.-AO' WEtI a io 40 1;0 GO \v Bi JEcf aD� ( � `i\9c eLw-31oob-5° -°(0oo-} \co -co - e 17 1SL4l1 V1,4\KE.�P. L________Dr, \ \ q o "�c n\ 1 N.., N / Xe,:i 4 =I E5T [-}OL€ I Q a1i*�-0-1?" \JUMS — v., r P. ` PropoYd $ ww � w� 63 , Q ,, . O Audio-visual Alarm I1 E raEsea�r 1 t w L _ _ J 0 Clermont A y P"'rP _ 1500 Gallon Septic Tank r �E e�� E 2-Compartment with Effluent Filter— 04 1500 Gallon Pump Chamber N CAI ,fl, X PR . lU 130 C:. W 1'H .`F IN'. �C "fear-% 1 j4, �,- ' ,r, - PKa POSED Frf-rc j' "r^f si oolw ' I'94.q 1. r vnuia JOY J ;\ LiCK1JSEf}Up"1GNeiGNE S.\ r — E IS L At L.-Pk- DR,— • 3a • T •\ DSOsclrc.o�Palrt �Z I -25 5/52 ' 1 1.25:}A7 krai^ man:'. io .I 8ri -kcts '1 a a q a I '("'ye i co-\ J ;25' 3aI'/l 4 Z,, 17an ri C \QLW�et 1rtt dv 1. /12 Y' .. el S' DeAa;kck 1�3'aIvr-cse\d LiYotti Scb;¢ ` ` _ `a` 0 5 to AS 2.0 obSrrwara`OP )rt - t inifo(Jfd/,� y��..e,Q• Fr to each level ShoWry em.6-e- /Y 2 -btHtiS ieye_ 1'+'D 1h%5 IC�1 ' 1 ecsOeY`t`�"�rj tI It4v.cotwat ! 11 H I` • 3 J at`L Y ill It IF/ m' SA"'l'e .Vi et ! I � `.s• . 524` Asm G-33 ! a4. Il ?' siooaav !I� I 50 —WAS HED o PAUULLA JJOOYY JOHNSON 4% i { • 3on,:l knee From above gravel to 6•'+ MK Sand to frevent short CCrc ii-iny 4 round enf; z' pad Feria 4c1r (or roe'taw of Sand around enfirt bed) SQS'S'DK o c Tcst ?it LE ,11 • BNN,��e4g TSB- tckt,% - 8ca&c : 1"� z.' e J ' Z' -P. 4a • CREW ON GP o 54e4 O!- lanai Or nava TO P S® .TOOB m 1, ?3 00 QSAYOOT TV BP !Wx 0 TO S m &PinTaf pot., not Net. ®SPEOM 1391= MUDS•. TOTAL F 4 a,Snon a„-135...n luta® irate.PRAP. 6GP MP "EeRS PP[ ®TfZo 320011=A^. ENO ! SA® :A'3'EAAL. :Y TRZNc SS. - 46€-S Length Length Orifice It Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 504 42 24 21 12 12 bed1 2 504 42 24 21 12 12 bed 1 3 504 42 24 21 12 12 bed 1 4 504 42 24 21 12 12 bed 2 5 504 42 24 21 12 12 bed 2 6 504 42 24 21 12 12 bed 2 Total Lateral Length 252 Total#Orifices 126 GPM = 80.64 (with 5/32 orifices) Dynamic Head Calculations Selected residual pressure: 5 ft. Length (Ft.) #Orifices Transport Pipe 80 126 6.68 ft. Feeder Total Lateral Line Length Lateral#1 42 3 45 21 0.98 ft. Lateral#2 42 1 43 21 0.93 ft. Lateral#3 42 3 45 21 0.98 ft. Lateral#4 42 3 45 21 0.98 ft. Lateral#5 42 1 43 21 0.93 ft. Lateral#6 42 3 45 21 0.98 ft. Total Elevation Lift 8.00 ft. Total Dynamic Head 25.45 ft. rr �e 3 r1 A. .N fv ql mr eAULq JOY JONNSON EXPIRES. 1 / 5ctf FL100-Series External Construction Power Cord 't.imp Volu:c C vnii iron caor_rasa 2- 2G Cr:-s,--ca 2 Qu 2R-or r-._CDCgn allows pump_ego-G ay ..ion casi^g:as,2- kil sEG -P 1ert-35 =,r: -orsse: 'owaer coaled a a .-. a el el-rr'-ohsej Motor Level Control I died and ne•r=Oc..y selec 7 do-hglc co-h r ca.float sty.,ed 1r a PVC housing-Floa-has bs3 rs,lla or�a'ma . cede;;Ll .31 a.hr a ^peratc- ainesss:ee.rotor shaP odTer-toe sec r' .or-e^t' toe '^"re k vier Nick rig into ogle-phase modes ae ther^cally p.aterteo the peril - P-wse-lodes rec ui e eve-oa it con trot panel /.d us'.a ole c Lrr o p•o.ded f c-a pipe--oLrtra of Impeller In ` '°' seal-3pe0der;gn.Cast von-o.cstr!-ctnn Discharge Dual Shaft Seals 2 ri Di .itt '1 c 'Las or cargo o•cvded L open,jn!tizedcarconcerar,Ic arc lsicker V,.an=o-r.tileic Maximum Fluid Temperature Fasteners Ja° •c cC,;rJnus guy , r- 1-3 o C IF i erm ttent - 00 se4es stanless s-ee J:l ;:1 . CORD LENGTH WEIGHT MODELS HP VOLTS PHASE AMPS DISCHARGE AUTOMATIC IN FEET IN LEIS FL102A-2 1 . 2208--233o0 1 ]2 1-VC52' no 25 -72 12 1;T92 ves 23 72 gtt15M-2 I ZBBV230 3 9 1-1/2'92' No 25 n Fl-04M-2 1 440-480 3 4S 1-10'6T Nc 2.5 71 £1441514. . 4 53 3 33 1 V2'Er2' No 25 PS NOTE i-ohasem tl 'gr'ea-o t.o C O a,.to'r. pp - chi O1[- II ea t _p_e [a.c^. n hl cn Performance Curve tsc„._ -E-51 - 60 Hz 3450 RPM vwowramac 5. I I - 0 L � ` ii too � Ifi , IIIIi 170 Il i 1 ii I 1 T1 La. I 50 =Nrrz �_: ,:.L.,.3a Lbcrry Nun F*-/11J0 AapleI -B. rS n N..w v�„. IUA", C pyrig'I©L serty Pumps Irc 2023A:r9 ser._u aIT504759aod23 Flooa C00.N1;-25Jd-F.i. Sfi• Irl ?39-IL ' P ( B �,,, • Itecommooded Sands*sod Guido= .. P�et%waasaa ,.� C.xoT - SECURECI is win W"1B"'a ,. . . TO Fuer — aes MN Se FLOATING MAT • . OM snow 1,s-c)-0 Ga9_ , — — IFFLUNITFLTER ' E1Ft5 r\ gzsts- f��-_ 1•1 4w�A 41"` _ � ss� �, LOMFFNW1eT10NTN%1L manotoum& C-R C,�S ar DIw�TER AOa""p°t EEIWIOE t ��,— VALVE• iiEEMasAaE o S ffiIS 6 -- I 1 mem aicnTonAGE I 0011a WWIW MaiLEVELr Nonsmor Nose on tea I MEESE VOLUME agifEme - RAMIRO, , la Fat FLOAT _.utr.0 OtIONDRIMOLE A.2.6\-N^ COMINPUOAL anallaga mwcau 'AS NEEDED Septic Tanks must meet standards required by WAC chapter 246-272C and FIGURE 2' manufacturer must be on Dept of Health list of registered sewage tanks. Pane 35af65 7 tl a Septic 1Deotwno P 0� A. ti INSTALLATION &MAINTENANCE '7"l' Pressure Distribution Systems—Sand Lined Bed r • _ 1 �2' CAULA JOY,JOHNSON' 1. Install Laterals with contour of the Bound. t sor. t NEp_ v>, owars it ciaD 2. 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 siphoping. . 22. All transport lines under driveways or parking areas must be encased to prevent Crushing.. 23. Homeowner is responsible for all property lines. OCT I 2 3