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HomeMy WebLinkAboutSWG2023-00404 - SWG Application / Design - 9/22/2023 584 MASON COUNTY 415N 6THELTON:STREET,$HELTO70,EXT 400 A SHELTON:360427 ON,V EXT 400 ` BELFAIR:360 275-4467,EXT 400 Public Health & Human Services ELMA.360-462-5269, EXT 400 y„onuu c FAX:360427-7787 On-Site Sewage System Permit: SWG2023-00404 APPLICANT MILES JEFFREY DANIEL &JENNIFER Phone: Address: 247 SE WESTON RD SHELTON, WA 98584 OWNER MILES JEFFREY DANIEL &JENNIFER Phone: Address: 247 SE WESTON RD SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 641 W Clear Lake Dr Primary Parcel Number: 421355000042 Permit Description: 3-bedroom pressure system w/sand lined bed Permit Submitted Date: 09/2212023 Permit Issued Date: 10/10/2023 Issued By: David Anderson Current Permit Fees Paid: 5525.00 (additional fees may be required upon installation of syslem) Permit Expiration Date: 09/26/2026 (based on date or 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 backlitl 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.govlhealth/environmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASONCOUNTY• DA PECE ED COMMUNITY SERVICES mo I(TE, °_ RE«LV 7 ' `m T. 0 rR m wnu.neenn(CommumyHHealDn4Eml,oNmenul Ream ��n oel L� _ yo SWG .,ZL) ?17 - 0 C -\c o z z at 17 ON-SITE SEWAGE SYSTEM APPLICATION a z m n APPLCANT REONE m Jeffrey & Jennifer Miles Trevor (360)490-5106 m Z MAILING ADDRESS-STREET.CITY STATE OR CODE d C 247 SE Weston Rd Shelton WA 98584 v A SITE ADDRESS STREET.Cm.ZIP CODE JC •• 641 W Clear Lake Dr Shelton WA 98584 CD I a NAME OF DESIGNER ONE n I N Arrow Septic Design (360)898-2255 0 NAME OF INSTALLER '"ONE 0 1 � - I w PERMIT.ipE,mmNe fip RESIDENTIAL OSS hCOMMUNITYOSS ECOMMERCIAL 055 17 PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WEAL Z Ial TYPE OF v ORK Ise a Nei Q PUBLIC WATER SYSTEM IF NEW CONSTRUCTION/UPGRADES [].REPAIR/REPLACEMENT OTHER DETAILS,sever all VEZERPIID U TABLE IX REPAIR Icn SUBA'TTA'S ❑SURFACING SEWAGE ❑EXISTING FAILURE 0 SHORELINE CO DESIGN FORM(REQUIRED) VISEPTIC DESIGN(REQUIRED( BEDROOMS LOT SIZE rr I ° p'WAIVER(S)IIF APPLICABLE) 3 BR 1.33 acres s DIRECTIONS TO SITEAND SITE CONDITIONS ,ex locked gale; O Take US 101 N toward Port Angeles. Turn (L)onto Clear Lake Dr. Destination on (R). I 1 O Yellow sign: "Miles - PCL 22" rr 1 0 ti I SITE MUST BE FLAGGED FROM MAIN ROADAND TEST HOLES MOST BE FLAGGEDwnn TESTiOLE NUMBERS I I N) OFFICIAL USE ONLY BELOW THIS LINE UPGRADE!FAILURE SOURCE uar repamog purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILD.NG PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER INSPECTOR SOIL LQiS : COMMENTS I GONDTIONs in" d- 6( Ai-5 t&O 431. 1767t- rtt3,G-60)' V6i IS Wirycktve, 4t60 t-Pfill RECORD DRAWING AND LFCTALLT:ON REPORT SOIL CODES: VERY G=GRAVELLY E=SAND :LOAM S-SILT C2CLAY ENEK-REMELY R-Rv..-s RFa'DREC FOR=wAL APFRKNL s OR SIGNATURE Y 6 "(`I/�/DATE AP . TON EXPIRATION DDAATE 6 F CA• N PPDAEM ISSUED BY //7/� DATE TH RM MAY SCANNED 716�ILFz 1 Y/7672HE MASON COUNTY WE851TE /°7/° 7 1l DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 1 3 5 — 5 0 — 0 0 0 4 2 A design will be reviewed when 3 copies of each of the following are submitted: v Completed design form that has been signed and dated. a 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 I1 X77" Permit Number: SWG ZUZJ "Oa TV 4 Designer's Name: Arrow Septic Designs,Inc Jeffrey 8 Jennifer Miles Designer's Phone Number: (360)898-2255 Applicant's Name: 171 E Vuecrest Dr Mailing Address: 247 SE Weston Rd Designer's Address: Shelton WA 98584 Union, WA 98592 City State Zip City State Zip «1. v„ _ . . ' . . 'DESIGN'PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter ❑Mound 0 Sand Lined DrainSeld 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other. J Drainfield Type ❑ IYl Gravity Pressure ❑Trench I7'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications J Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd/7 Length (4)15, (4)30 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1,200 gal /� Number 8 Receiving Soil Type(1-6) 3 .✓ Separation 2.5 ft Receiving Soil AppL Rate 0.8 gpd/ftt' Orifices Required Primary Area 450 fl- Total Number of Orifices 80 Designed Primary Area 450 ft / Diameter 5/32 in Designed Reserve Area 450 ft2 ✓ Spacing 28 in Trench/Bed Width 10 ft Manifold Trench/Bed Length (1)15, (1)30 ft/ Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 1 % Diameter 1.25 in New Slope,,If f Altered 1 % Preferred manifold configuration used? Cri{Yes 0 No Depth of Excavation UPsmpe 22+24=46 in Transport Pipe from Original Grade Down.slope 20+24=44 ink Schcdule/Class 40 Designed Vertical Separation 14+ in' Length 120 ft Grzvelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in Pump Required' 0 Yes ❑No Dosing and Pump Chamber 4/day Pump/Siphon Specifications Number of doses 90 gal Diff in Elevation Between Pump&Uppermost Orifice 20 ft Dose quantity 1.000 gal 5 ft Chamber Capacity(flood) Drainfield Squirt Height/Selected Residual(head) Pump controls:Please check those required. Uppermost Orifice re Higher 0 Lower than Pump Shutoff Timer Cr�Elapse Meter Is�Evenl CounterCapacity Total Pressure Head 512 87m 1.5 minutes ,Pump off 6 hours Calculated Total Pressure Head 30.71 ft If Timer: Pump on Comments - - DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 1 3 5 — 5 0 -- 0 0 0 4 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Fo Test hole locations g Drainfield orientation and layout Reference depth from original grade: g Soil logs M Trench'bed dimensions and g Septic tank Property lines critical distances within layout a Drainfield cover It 0 D-BoxiValve box locations Existing and proposed wells Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: g Measurements to cuts,banks,and locations g Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of RI Clean-out location ❑ Curtain drain collector curtain drain and all absorption RI Manifold placement 10 Sand augmentation components 0 Orifice placement Other cross-section detail: la Location and dimension of Lateral placem [with distance g Observation ports/clean-outs primary system and reserve area to edge of be Other Information m Buildings g Audible/vi "'lll referenced Yes No • Direction of slope indicator g Scale f mg Jn on scale El ❑ Design staked out g Waterlines bar al im• it ❑ gRecorded Notices attached RI Roads,easements, driveways, ` ��, 0 g Waiver(s)attached at. N t 6L 0 Pump curve attached parking • RI North arrow and scale drawing -Ocf: 51.0(549 �'� 0 Evaluation of failure PAULA JOY JOHNSON '. shown on scale bar �' Non-residential justification ��%��a/t3-)31� � 0 Cry Waste strength r "Y ❑ hrl Flow DESIGN APPROVAL The undersigned designer must be ti, ed byeinstall rat time of installation Ed Yes 0 No Signature of Designer Date r1(( ft • undersigned has reviewed this design on behalf of Mason County Public Health and detertllinkl It tb�ein compliance with state and local on-site ations: Envvo coral Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: I The design is stamped"Approved"by Mason County Public Health. 9�1��7,pz$ I The Onsite Sewage Permit has not expired,the Permit Expiration Date is: li 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 � I1' I j. 1.- I 1 I I w� I i I III ae r - �- .5�1pJtc,f. - � -� '_ , >? • _ ._. . ,,. }I • / . r ., I . r � // - / • Il6 / v / _ _ y,z 1 IvtVT71 a �� I / 7 I II d � i , 1: I - —i- - 1 7 �J- re P I. v � .I DC I 1 U 2323 3 ��11.1 C.I. Pc2L.FtKE D� '10 11,g.37: 1 EST o EASEME n -- SVAL-E° r JD ' a� r 10 50 -is '00 jEFfikey afENNIfERMILES r1/4 s q• QAR6Fa#Q 11.\35-50-0004 . r '1 tcO L lo4\ W GLEft2. J-AE 'DSLtVE _ _ _ J A J ` \, v ..-ice--- ..-----? 1 PaFt 3- 6R m N:r A =TEST NWL71- * 1 - 3 , x v�\.s 0) 10,x 301 + [1) 10' X IT. Crave d. in. er ,vnnvy freSSure bed 0)) W CI) 105:30' +(1) 101/05 ' rEse+" e- bgel 3 Audio Visual Alarm 0 Cleanout 3 1200 Gallon Septic Tank 2-Compartment with Effluent Filter 0 1000 Gallon Pump Chamber OCT1 J 2023 41k 'le" PAULA JOY JOHNSON .. ccIMACbri[BiGNEll 0 cva\-9iiJi N..t''-/3 C 7. v2 5i I,25i - -c - v M;4 -532" driczcass"`cJ z8" o.c. "TpC-ex.E ---3- a (yS 4- Dr Re-o_ fo''Fro.. ¢ac..era. ..mar Ball t0 VaW- o J Kt_tse-1._ r5j T.P "13, qv 6/5z or %-sites Obw •OlA'k +` k• �C r. Y r 30" Scat ... `as lb 10 30• Q �` J�J¢ 0 S Po Ar te L I7 L� L. Las+CA -C-t CAP- 1 H" al. e l2 -�' m a each e"tcl . e -, -- ObyrraJ►ay fist b� g t. vary, Ls ML . ` 20 , JI_ !. . !t 20IiII z2 a.4€6 "eon& G33 r �r Sw.3.. > It y n-L lbs.' '�.ee.at osk..b duelL }o. (o "+ 1. Sa a_ ® rf d o P.¢.w n'-S1,oc+cu-cr-:. a.�-w..J.e-.—.. �+lPa"1f rt +_ _Ier- (51' ts* r-. eF 34.04- ac-e...-4. :..--a-t_ IRA) 5, scat: x z' t --.3C.G. al ' r. \ n A SWn =ifUPINC > �y. . �r""y was U PPO OP / +7P.- axnx[ r ' otAxx PPC P is= "'2 OAPfl VA`L i N J Cal ON css '.`os PCP Pxz�. scn�. =MOOT TO ®MOM 0 TO 6 scrimeA P� ,a'L' PAULA JOY JOHNSON .4.01) EtZLCW 4 iu srsxp. (1 6 4 J 31b0:A8D AS '3p OP PACE G}ERA[. —Taws An TC 59 C®'Lwv] ‘CSREs Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 180 15 28 7 6 6 bed 1 2 180 15 28 7 6 6 bed 1 3 180 15 28 7 6 6 bed 1 4 180 15 28 7 6 6 bed 1 5 360 30 28 13 12 12 bed 2 6 350 30 28 13 12 12 bed 2 7 360 30 28 13 12 12 bed 2 6 360 30 28 13 12 12 bed 2 Total Lateral Length 180 Total#Orifices 80 GPM = 51.2 (with 5/32 orifices) Dynamic Head Calculations Selected residual pressure: 5 ft. Length (Ft.) #Orifices Transport Pipe 120 80 4.32 ft Feeder Total Lateral Line Length Lateral#1 15 4 19 7 0.05 ft. Lateral#2 15 2 17 7 0.05 ft. Lateral#3 15 2 17 7 0.05 ft. Lateral#4 15 4 19 7 0.05 ft. Lateral#5 30 4 34 13 0.30 ft. Lateral#6 30 2 32 13 0.29 ft. Lateral#7 30 2 32 13 _ 0.29 ft. Lateral#8 30 4 34 13 0.30 ft. Total Elevation Lift 20.00 ft. Total Dynamic Head 30.71 ft. OCT I 0 2%23 me. . /.3 �. A , Cry sJO 6A .4 vnurn JOY�onHson.; L10EWS6tl155``1�N''l f :N Iier irPumps <n1 ,H„ V Pump Specifications r j FL60/FLH60 Series 6/10 hp N i Submersible Effluent Pump Flow(Liters Per Minute) 0 38 76 114 151 189 227 265 303 341 379 70 _.__ _.. _.... 21 FLH 60 60 _--_ __. .. __ __ __ __._...._ 18 FL60 50 __. .. _. 15 _3 40 _ _.__ _. .. 12 C ea a_ 20 _.. _. . ___ 6 3 0 �__ 0 0 10 20 30 40 50 �6�6 70 ° :. 60 90 100 Flow(GPM) A9, P0 4015—°I or'. 0,- Iiba ��� fps' FL6O/FLH6O-Series Electrical Data FULL THERMAL STATOR ' CORD MODEL HP VOLTAGE PHASE LOAD LOCKED ROTOR ! OVERLOAD WINDING LENGTH DISCHARGE AUTOMATIC WGT. AMPS ' AMPS TEMP CLASS FT FLH61A 6110 115 1 12 1_ 389 1 120'0/248'F B 10 1 1 %OR2 YES 64 lbs Ft H61A-2 6/10 115 I 1 12 38.9 120°C 1248F B ' 25 1 h OR 2 YES 65 lbs FLH61A-3 6/10 115 1 12 11 389 120'C/248'F B 35 1 1/20R2" YES 1691bs. FLH61M ' 6110 115 1 12 38.9 1Z01C/248`F B 10 1ROR2 I NO 62 lbs. FLH61M-2 6110 - 115 1 12 38.9 1201C1248`F B 25 1 Y OR NO 531b ELH61M3 6110 115 1 12 389 , 1201C1248'F B 35 11/40R2 NO I65lbs- FLH61M5 6/10 115 1 12 38 120'C/248'F B 50 -OR 2 NO ,1 67 lbs FL62A 6/10 208-230 1 82 241 '20`C 1 248 F I B 10 1 /OR 2 I YES 621os ( FL62A-2 6I10 208230 1 82 241 I 120°C 1248 ,E B 1 25 1 OR 2 YES 65 lbs FL62A-3 6/10 208230 1 8.2 24.1 1 120'C1248'F B 35 1 %OR2 I YES 1 661bs FL62M 6110 208-230 1 8.2 241 1120'C/248'F B 10 i 1 'G OR li NO 601bs. 1 FL62M-2 6/10 208-230 1 8.2 24.1 120'C1248'F B 1, 25 1 :2 OR 2" NO 621bs- FL62M-3 6/10 1 208-230 1 82 241 I20°C 1248'F B 35 1 :4 OR 2 NO 64 lbs. FL62b>-5 6/10 208-230 I , 82 24-1 120-G/248'F 8 50 14 OR 2 1 NO 651bs. i FL63M-2 6110 208/230 3 5.6 253 N/A B 25 1 Y,OR 2' NO 611bs FL63M-3 ; 6/10 2081230 3 5.6 25.3 N/A B 35 1 'A OR 2 NO 63 lbs FL63M-5 6/10 208/230 3 5.6 25.3 NIA B 50 1'OR 2" NO 65 lbs - FL64M-2 6/10 440-480 ' 3 28 127 N/A B 25 1 v,OR 2' 1 NO 611bs. FL64M-3 6110 440-480 3 2.0 I 127 N/A B 35 1 'X OR 2' NO 631bs. FL64M-5 1 5/10 440-480 3 2.8 F 127 NIA i B 50 1 'h OR 2 NO 65 lbs. FL6O/FLH6O-Series Technical Data IMPELLER MULTI-VANE CAST IRON SOLIDS HANDLING ' CAPABILITY I PAINT POWDER COAT —__, 40 C 104 F CONTINUOUS DUTY ' F.---; ,; MAX LIQUID TEMP 60C 140 F INTERMITENT A MAX STATOR TEMP 130'C/266'F 9 1 THERMAL OVERLOAD . ._T 120'CO248'F SINGLE PHASE ON Y OCT 1 0 LUc3 SJUN(1-PH)or SEOOW(3-PH). POWER CORD TYPE SJOOW/35'end 50 1 PH) I--' MOTOR HOUSING CLASS 25 CAST IRON L-e. I VOLUTE CLASS 25 CAST IRON 1 IMPELLER CLASS 25 CAST IRON SHAFT I STAINLESS HARDWARE STAINLESS ORINGS i BUNA N MECHANICAL SEAL UNITIZED CERAMIC CARBON 10C- C BINA Pumps seam LID Mists SAS TOON SEAL it OTAIFEIEL - MOMS case� 1 WADS - -a IiFROM SEWAGE i : FLOATING ma I I — I ! 1 Ear=TANK OCT I U 2c23 rasa la MTh 6AZ TIGHTS AL :+r • W COWER ACCESS RIMER PINED!GLADE SUWICE VALVE ! i FAOMAM SC h=r T P S TO ERA —I. EMERGIEM75TOgAGiE 'I AMTl sipsiON Emu WATER MARMLEVE6 I I ► Y ' ; VALVE= 7"-o i , . FORMAL Tata Muria WORKING VOLUME _ .44_ awancerr _�� Y - FOR FLOAT ENCLOSED PUMP MotiET K 1 l tO , I i scalar stoup a CHECK VALVE• i : i 7. c r le©c4 � ' MICDPIENTS PUMP MEW SWAMIES. t =AS MEEM I '*Note: Septic Tanks must meet standards required byWAC chapter 246-272C FIGURE 2 and manufacturer must be on the Dept of Health list of registered sewage taria.s4 • r of 1 Qfixow Septic fDeoigne itkt- 044:.„41.0, INSTALLATION &MAINTENANCE Pressure Distribution Systems-Sand Lined Bed N 1� sr�",,;;' ";' .PFUTA ICY OHNSON 1. Install Laterals with contour of the ground. d rRSCWI �' ESS, owvEso nti 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(nun. 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 thisdesign 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 siphoning. 22.All transport lines under driveways or parking areas must be encased to prevent crushing. 23. Homeowner is responsible for all property lines. - - -- _. CCT I 0 pb 9 oQ- `1