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HomeMy WebLinkAboutSWG2025-00220 - SWG Application / Design - 6/11/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 I BELFAIR:360-275-4467,EXT 400 w Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Tank Only Permit: SWG2025-00220 OWNER 62 WEST LLC Phone: Address: 15110 CASCADIAN WAY LYNNWOOD, WA 98087 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA, WA 98507 APPLICANT Bryan Smith Phone: 360-239-4456 Address: 62 W Lake Nahwatzel Dr SHELTON, WA 98584 Site Address: 62 W Lake Nahwatzel Dr Primary Parcel Number: 520085100010 Permit Description: Tank-Only: Add grinder pump to connect garage/shop toilet to the existing two-bedroom SFR septic system Permit Submitted Date: 06/11/2025 Permit Issued Date: 07/07/2025 Issued By: David Anderson Current Permit Fees Paid: $270.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/11/2026 (based on date of inspection) Type of Work OSS New Construction Components being Replaced: Pump Tank Only Surfacing Sewage? No Existing Failure? No Shoreline? Yes Horizontal Setbacks Met? Yes Number of Bedrooms: 0 Drinking Water Source: Private Well/Spring Additional Details: Zoeller model WHR5H Permit Conditions: 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND/OR DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. • OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: I� c > COMMUNITY SERVICES AMOUNT RECEIVED: ? u RECENEDBY:41 rr v_ M Public Health(Community Health/Environmental Health) �lJ �� C 4IS N.6thSu et-Wh4iXI ".WA93SM.e,t,aa SWG Z0,1-L) — V U () - o +i5N6th$Lrct! Who".WA 9aS37 0 O Z vi ON-SITE SEWAGE TANK ONLY APPLICATION E m APPLICANT PHONE 1m" BRYAN SMITH 3602394456 z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 62 W LAKE NAHWATZEL DR, SHELTON, WA 98584 SITE ADDRESS-STREET,CITY,ZIP CODE 62 W LAKE NAHWATZEL DR, SHELTON, WA 98584 I CrN NAME OF DESIGNER PHONE I O CI ADAM HUNTER 3607531226 Co cn NAME OF INSTALLER PHONE I --• g o tbd tbd I TYPE OF WORK(select one) DRINKING WATER SOURCE Q 0 NEW CONSTRUCTION/UPGRADES 0 REPAIR!REPLACEMENT I] PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z O COMPONENT(S)TO BE REPLACED/INSTALLED 0 PUBLIC WATER SYSTEM ❑ SEPTIC TANK 0 PUMP TANK 0 RV HOLDING TANK BEDROOMS LOT SIZE I ❑ OTHER 2 0.93 W OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST 0 ❑ SURFACING SEWAGE CIEXISTING FAILURE ElSHORELINE ❑ 100FT+PUBLIC/COMMUNITY WELLS 0 f SUBMITTALS ❑ SOFT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS 0 PLOT PLAN(REQUIRED) 0 TANK CROSS SECTION(REQUIRED) 0 10FT+DRINKING WATER SUPPLY LINES I 0 PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) 0 5FT+PROPERTY/EASEMENT LINES,FOUNDATIONS,FOOTINGS PLOT PLAN CHECKLIST 0 I O PROPERTY LINES AND EASEMENTS 0 EXISTING/PROPOSED STRUCTURES 0 EXISTING!PROPOSED OSS COMPONENTS AND LINES 'I O WELLS WITHIN 100FT 0 WATER SUPPLY LINES 0 DRIVEWAYS/PARKING 0 SURFACE WATERS,STREAMS,RIVERS,ETC... I O DIRECTION OF SLOPE/CONTOURS 0 PERIMETER/CURTAIN DRAINS ❑O NORTH ARROW 0 SCALE BAR DIRECTIONS TO SITE AND SITE CONDITIONS:(or locked gate) SHELTON MATLOCK RD TO A RIGHT ON LAKE NAHWATZEL DR TO SITE ON THE RIGHT. OFFICIAL USE ONLY BELOW THIS LINE - -- UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ['OTHER: COMMENTS/CONDITIONS /log pomp ckaw►bec faticfrop SEWAGE TANKS MUST BE LISTED UNDER DOH'LIST OF REGISTERED SEWAGE TANKS'. TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS,EQUIPPED WITH RISERS AND LIDS TO SURFACE,AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE).RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINALAPPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPI TION DATE APPLI I N APPROVED/ SUED BY DATE 6-(( /Z0 ?6. 77(7o2c THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1217R015 Your Peace of Mind is Our Top Priority R SECTION:5.10.030 e ZOELLE 0615 Product information presented here reflects conditions at time Supersedes of publication.Consult factory PUMP COMPANY 0603 regarding discrepancies or inconsistencies. Zoeller family of Water Solutions MAIL TO: P.O. BOX 16347.Louisville,KY 40256-0347 visit our web site: SHIP TO: 3649 Cane Run Road •Louisville,KY 40211-1961 www.zoeller.com (502)778-2731.1(800)928•PUMP•FAX(502)774-3624 GRINDER PUMP SIZING AND SELECTION WORKSHEET See back side for sizing and selection worksheet. Fill out front side and return to representative or Zoeller Pump Company for system sizing and selection assistance. Complete shaded boxes if sizing of pu ps is required. Complete unshaded boxes for system selection. .; p PIPE MAT'L r'' "CX"' SIZE 2 O li FITTINGS QTY. SIZE ;f JOL O '0 CHECK VALVE 2' ASoN''04.,, ,2O2 90°ELBOW 2 : frlRpyhf 6/11/25 45°ELBOW s 2 ✓q < rA GATE VALVE 0F'lLTy >, TEE ° "••'1 • OTHER ° Z TOTAL PIPE �j i.IIJIlII 818R " ,I.r:,..hlts' .:Ix::. I78LENGTH / FT. // SEWER PRESSURE 26 / /1 �/ 0 P.S.I. --ri O• ' LOCATE HUB(S) ' t i 1 20 IN. TOTAL 1 STATIC HEAD ° FT. ill_ ►".iIC JI IIII'� i -71-11 G.P.M.IN Zia -OR- F.U. = t li BASIN DEPTH - - 6, IN. PUMP MODEL MYERS WRSH ' In 6 OFF POINT ALARM TANK ALERT 1111.11i 11 /''.AA. 115 VOLTAGE SKI451 BASIN DIA. PHASE 1 °A IN. -'— CUSTOMER BRYAN SMITH ADDRESS°'w VJI RVtMABB dt,9llTVl JOB JOB# REP. G.P.M.' AT T.D.H.OF"" ©Copyright 2015 Zoeller Co.All rights reserved. GRINDER PUMP SIZING AND SELECTION WORKSHEET FM1326 To begin,fill in the shaded areas on the front side. A calculator and additional sheet of paper may be required. Paget oft STEP#1 Determine the type and quantity of each FIGURE B plumbing fixture. Multiply each by its PUP it Fixture Units* fixture unit values in figure'A'. w 70 Sum these values ' z so - Determine GPM from figure'B'. 11 GPM(1) tz so STEP#2 Refer to Fgure'C'. Based on the System's 0. 40 _ 6/1 J5 . discharge piping size,Detemiine the minimum 71 0 --- -..,.. GPM Listed for that size. GPM(2) 9 w 'i4-: <.l' STEP#3 Select the greater of the two GPM values in c t.;3-1.1 - ' #1&#2. This is your Design GPM. If 20 - Yc greater than maximum GPM fisted in figure,'B', a '' contact factory. 11 GPM(3) a - - • STEP#4 Multiply each pipe fitting by its equivalent a • , `rJ{) 20.2 z AOAriJ uvru vi ..:' length value shown in fgure'D'and sum. Ft.(4) a lit) t?'ty:.:,,t;';;;'tr, Y'V 0200 STEP#5 Total pipe length from front side 170 Ft.(5) n STEP#6 Add#4&#5.((4)+(5)_(6)) 190 2 Ft.(6) TOTAL FIXTURE NTT VALUES STEP#7 Divide#o by 100 and multiply it by the FIGURE C* associated friction value from Fgure'E". This is the total Friction Head. 1'5216 Ft.(7) Pipe Minimum STEP#8 Determine static head in Ft.,as shown on front side,from minimum water level to the discharge point. 8FL(8) Size GPM STEP#9 Sewer Pressure,if any,expressed in feet(PSI x 2.31). ° Ft.(9) 1 1/4" 10 STEP#10 Add#7,#8,&#9.((7)+(8)+(9)_(10)). 11/2" 13 This is the system's Total Dynamic Head.(TDH) 9.5216 Ft.(10) 2" 21 STEP#11 Select the Grinder Pump: Select grinder pump from FM1478(820)or FM1232(840). wRSH i Base selection on design values,#3&#10 (Part No.) I Required voltage source "' (Volt/Phase) STEP#12 Select type of control,basin size,and type of assembly from FM1232. I FIGURE D* Final Notes: FRICTION FACTORS FOR PIPE FITTINGS IN TERMS 1) Consult Factory in any application where TDH is less than 5'#10 OF EQUIVALENT FEET OF STRAIGHT PIPE 2) Consult Factory in those applications where the performance requirement exceeds Nominal Tee Swing the capability of the Model 840 Grinder. 90 45 Gate Pipe Branch Check 2) Pump must be capable of providing the minimum required GPM for pipe size, re Elbow Elbow Valve at the calculated TOH I#10 . Size Flow Valve 3) Pump's lock valve must be greater than system's highest point. /,) 1 in. 3.5 1.8 6.9 11.5 0.9 � 1%," 4.0 2.2 7.7 13.4 1.1 t�y� 5.2 2.8 10.3 17.2 1.4 k2: 17) FIGURE A <��Jr PLUMBING FIXTURE UNIT VALUES' ,' ;Oy,, Fixture Fixture Fixture " Fixtu 16/4 fr Description Unit Value Description Unit Value `F1I,GURE E* FRICTION HEAD IN FEET PER 100'OF Bathtub, 1-1/2'trap 2 Sink,service type 3 SCHEDULE 40 PLASTIC PIPE Bathtub,2"trap 3 Sink,scullery 4 Bidet, 1-1/2"trap 3 Sink,surgeons 3 1 Y4" 1%2" 2" Dental unit or cuspidor 1 Swimming pool(per 100 gallons) 1 GPM Plastic Plastic Plastic Drinking fountain 1 Urinal 4" 10 1.45 0.68 0.20 Dishwasher,domestic 2 Washing machine 2 12 2.03 0.96 0.28 Kitchen sink 2 Water closet 3** 15 3.06 1.45 0.43 Kitchen sink with disposal 3 Water softener 4 Lavatory, 1-1/2"trap 1 Unlisted fixture, 1-1/4"trap 2 18 4.29 2.03 0.60 Lavatory,barber/beautician 2 Unlisted fixture, 1-1/2"trap 3 21 5.75 2.71 0.80 laundry tray 2 Unlisted fixture,2'trap 4 25 7.89 3.73 1.10 Shower 2 Unlisted fixture,2-1/2"trap 5 30 11.1 5.22 1.55 Shower,group(per head) 3 Unlisted fixture,3'trap 6 35 14.7 6.95 2.06 Bathroom group consisting of lavatory,bathtub or shower,and water closet 6" 'Graph data is taken form ASPE Handbook,Uniform Plumbing Code,Cameron Hydraulic Data and Ptasfc Pipe Institute. 40 8.90 2.64 "Add 4 fixture units for each Bush valve fixture 45 --- 11.1 3.28 50 --- 13.45 3.99 60 --- --- 5.59 70 --- --- 7.44 ©Copyright 2015 Zoeller'Co.All rights reserved. Myers WHRH Series High Head Sewage Pump Performance Data CAPACITY LITERS PER MINUTE 100 200 300 400 500 600 700 800 80 cn F- 20 cc ui w 60 .: I'tHR?0 w z II'HR15 ' 2Hp 4.s6.. 15 2 H l.�j IMpF z Q 40 IA, i'HRlob ?Hp 4.�3.. <<FR TRj 0 = HRSy �/?gyp Hp388 / iiiiP �R 10 a 20 • 3 25 7MpF<<£ MpF<<FR T Rl Q R TR/M TRlM ., 5 0 0 0 20 40 60 80 100 120 140 160 180 200 220 CAPACITY GALLONS PER MINUTE 11 Pp4) 0 toz,t1 f� i0 . 6/11/25 4SO4/ C 0?� , 025 i:J. `yj}4N1'1RoNf1 ‘s.,..?..i 4411 ';%.,.a,.\ 1'nS1:>Yl.\' •6\N. .wrr11rrir■rr - /D D / \ m \ > o \/� >: Ao 0 o 0 / ;r... 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