Loading...
HomeMy WebLinkAboutswg2025-00148 - SWG Application / Design - 4/24/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J I, BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Tank Only Permit: SWG2025-00148 CDONTY APPLICANT Hunter,Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 OWNER LARSON LIVING TRUST Phone: Address: CHAD E LARSON & KELLIE D LARSON TRUSTEES COSMOPOLIS, WA 98537 CONTRACTOR Bowers Construction Phone: 360-748-3884 Address: 101 Industrial Parkway Aberdeen, WA 98520 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA, WA 98507 Site Address: 2910 E PHILLIPS LAKE LOOP RD Primary Parcel Number: 220055200064 Permit Description: REPLACEMENT OF FAILED SEPTIC TANK WITH PUMP BASIN, NEW SEPTIC TANKS AND PUMP TANK UP THE HILL. Permit Submitted Date: 04/24/2025 Permit Issued Date: 04/24/2025 Issued By: Current Permit Fees Paid: $270.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/24/2026 (based on date of inspection) Type of Work OSS Repair Components being Replaced: Septic and Pump Tanks Surfacing Sewage? No Existing Failure? Yes Shoreline? Yes Horizontal Setbacks Met? No Number of Bedrooms: 1 Drinking Water Source: Private Well/Spring Additional Details: New pump basin, septic and pump tanks Permit Conditions: 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. 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 5 Pump basin to be installed below must have 30 mil liner due to setbacks to lake. 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 DATE RECEIVED: t MASON COUNTY itt( 20 Z-5 . › �.� .II. 'I COMMUNITY SERVICES AMOUNT RECEIVED l.i ) RECEIVED RV A 1 tirW W Public Health(Community Health/Environmental Health) g 415 N. 111 Street et.ape or n, 9 584 ext.400 SWG //`/\ /+ 00/t(5. Oa15 N.61h Street-Shelton.WA 9858< ✓ V V G 2V ?j(`J — � z (n ON-SITE SEWAGE TANK ONLY APPLICATION D 73 m• C) APPLICANT PHONE m JEFF BOWERS 3605806369 z C MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE g 101 INDUSTRIAL PKWY, ABERDEEN WA 98520 W ��// 4 m SITE ADDRESS-STREET,CITY,ZIP CODE ^//�Q XI SITE 2910 E PHILLIPS LAKE LP RD, SHELTON,WA 98584 /C ,,rr NAME OF DESIGNER PHONE 1`CA./� <V`�,J /Y ADAM HUNTER 3607531226 FQ NAME OF INSTALLER PHONE TBD TYPE OF VIIORK(select one) DRINKING WATER SOURCE fV O N O NEW CONSTRUCTION/UPGRADES 0 REPAIR/REPLACEMENT 0 PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z O U1 COMPONENT(S)TO BE REPLACED/INSTALLED 0 PUBLIC WATER SYSTEM IfV O SEPTIC TANK 0 PUMP TANK 0 RV HOLDING TANK BEDROOMS LOT SIZE 0 0 ❑� OTHER GRINDER AND PUMP BASIN ALSO 1 0.3 W cp OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST r O I ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE 0 100FT+PUBLIC/COMMUNITY WELLS SUBMITTALS ❑e SOFT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS O PLOT PLAN(REQUIRED) 0 TANK CROSS SECTION(REQUIRED) 0 1OFT+DRINKING WATER SUPPLY LINES 0 PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) 0 5FT+PROPERTY!EASEMENT LINES.FOUNDATIONS,FOOTINGS PLOT PLAN CHECKLIST 0 O E PROPERTY LINES AND EASEMENTS 0 EXISTING/PROPOSED STRUCTURES 0 EXISTING/PROPOSED OSS COMPONENTS AND LINES -I I] WELLS WTHIN 100FT 0 WATER SUPPLY LINES 0 DRIVEWAYS/PARKING 0 SURFACE WATERS,STREAMS,RIVERS,ETC... O DIRECTION OF SLOPE!CONTOURS 0 PERIMETER/CURTAIN DRAINS ID NORTH ARROW 0 SCALE BAR DIRECTIONS TO SITE AND SITE CONDITIONS.(ex locked gate) SEE SITE PLAN OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ['COMPLAINT 0 OTHER: COMMENTS/CONDITIONS �- t, up II6t4Th 3 , �.e ), ,,� .s o ►I( I I. -•.RA---- 6 111.,w W k--) r`-A"'-f 1-- 1 n 16.---S SEWAGE TANKS MUST BE LISTED UNDER DOH"LIST OF REGISTERED SEWAGE TANKS TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS,EQUIPPED MATH RISERS AND LIDS TO SURFACE,AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE). RECORD DRAWNG AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE I' C. f 12- Onyftycall uIz(7 c THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 Your Peace of Mind is Our Top Priority' SECTION:5.10.030 J OEL..1E/lO FM1326 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.Zoellel: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 pumps is required. Complete unshaded boxes for system selection. CONTROLS (840 ONLY) PIPE MAT'L vJCsc,“ SIZE 2. ASSEMBLY TYPE SIMPLEX DUPLEX INDOOR OUTDOOR AUTO FITTINGS QTY. SIZE PRE- REVERSING ❑ ❑ CHECK VALVE 1 2" PACKAGED 0 ❑ MANUAL 90°ELBOW 2 FIELD REVERSING ❑ ❑ 45°ELBOW 2 ASSEMBLED ❑ ❑J GATE VALVE ° NON- TEE ° REVERSING 0 ❑ OTHER TOTAL PIPE �j� LENGTH /� FT. /// /j SEWER PRESSURE 0 0 P.S.I. tai _ rp ---t1 Oo LOCATE HUB(S) I IN. TOTAL STATIC HEAD FT. G.P.M.IN -OR- F.U. BASIN DEPTH ,;1[4—‘.,P :, IN. PUMP MODEL 820 -----------------Automatic ❑ T OFF POINT Nonautomatic ❑ ALARM ❑ J `1�y x A APPROVE D I PUMP MODEL 840 ❑ i �/ VOLTAGE 2 4 BASIN DIA MASON COUNTYAPR ENVIRONMENTAL2025 SK7458 HEALT [.....1 PHASE '0 IN. RET 4 CUSTOMER JEFF BOWERS 4/2, ADDRESS 291oPHILIPs LAKE LPRD ' 4° F..c JOB `•'':;. JOB# REP. ` ?. G.P.M. ATT.D.H.OF_ *? �,,..�[ '� ©Copyright 2015 Zoeller Co.All rights reserved. 11 5' ADAM.I J.HUNIER i?\`cam\ Xt. e 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. Page 2 of 2 STEP#1 Determine the type and quantity of each FIGURE B plumbing fixture. Multiply each by its PUMP CAPACITY based on total Fixture Units* fixture unit values in figure"A". ~ 70 Sum these values 13 15 zz 60 Determine GPM from figure"B". GPM(1) so STEP#2 Refer to Figure C. Based on the System's a 40 discharge piping size,Determine the minimum 21 z GPM Listed for that size. GPM(2) 0 30 STEP#3 Select the greater of the two GPM values in o #1&#2. This is your Design GPM. If >- 20 greater than maximum GPM listed in figure,"B", a contact factory. 21 GPM(3) a U STEP#4 Multiply each pipe fitting by its equivalent length value shown in figure"D"and sum. 21.0 Ft.(4) m a 10 20 30 40 50 60 70 83 90 103 200 STEP#5 Total pipe length from front side 130 Ft.(5) STEP#6 Add#4&#5.[(4)+(5)=(6)] 151 Ft.(6) TOTAL FIXTURE UNIT VALUES STEP#7 Divide#6 by 100 and multiply it by the FIGURE C* associated friction value from Figure"E". 1.208 This is the total Friction Head. Ft.(7) Pipe Minimum STEP#8 Determine static head in Ft.,as shown on front 35 side.from minimum water level to the discharge point. Ft.(8) Size GPM STEP#9 Sewer Pressure,if any,expressed in feet(PSI x 2.31). 0 Ft.(9) 1 Y4" 10 STEP#10 Add#7,#8,&#9.[(7)+(8)+(9)_(10)]. 11/2" 13 This is the system's Total Dynamic Head.(TDH) 36.20Ft.(10) 2" 21 STEP#11 Select the Grinder Pump: Select grinder pump from FM1478(820)or FM1232(840). Base selection on design values,l#3&#101 (Part No.) Required voltage source (Volt/Phase) STEP#12 Select type of control,basin size,and type of assembly from FM1232. 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,Figure'C" Elbow Elbow Valve at the calculated TDH#101. p n 01"1\ ' Size =low Valve 3) Pump's lock valve must be greater than system's highest point.H r v �/ 1 3.5 1.8 6.9 11.5 0.9 1Y:" 4.0 2.2 7.7 13.4 1.1 APR 2 4 2025 2" 5.2 2.8 10.3 17.2 1.4 ASON coUNTY ENVIRONMENTAL HEALTH FIGURE A RET PLUMBING FIXTURE UNIT VALUES* Fixture Fixture Fixture Fixture Description Unit Value Description Unit Value FIGURE 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 11z 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 Unlictari fivhlra 1-114"trap 2 18 4.29 2.03 0.60 Lavatory,barber/beautician 2 Unl 3 21 5.75 2.71 0.80 laundry tray 2 Unl 4 25 7.89 3.73 1.10 Shower 2 Unl 5 30 11.1 5.22 1.55 Shower,group(per head) 3 Unl 6 35 14.7 6.95 2.06 Bathroom group consisting of lavatory,bathtub or shower, ,fifp 4/24/25 6** 'Graph data is taken form ASPE Handbook,Uniform PlumbingCode 40 8.90 2.64 Add 4 fixture units for each flush valve fixture 0 I R-V,- 45 --- 11.1 3.28 '`\.4. = 50 --- 13.45 3.99 •of • 60 --- --- 5.59 Y `r.. >ft4 70 7.44 ks. J .r t ADALIJ iuNTER "''rr All rights reserved. s-Lb PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 220055200064 DATE SUBMITTED: 4/24/2025 LEGAL/LOT#: SUBMITTED BY: ADAM HUNTER APPLICANT: JEFF BOWERS ADDRESS: 120 GPD FLOW I.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1000 GAL.CONCRETE NEW OR EXISTING= NEW II. PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 20 NUMBER OF DOSES PER DAY= 6 III.PRESSURE CALCULATIONS USING PIPE CLASS 40 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) TIGHTLINE 50.00 2.00 35.000 1.0362 TOTAL= 1.0362 **TOTAL HEAD LOSS ** 1)FRICTION LOSS THROUGH SYSTEM= 1.036 2)ELEVATION DIFFERENCE = 6.500 3)RESIDUAL = 0.000 TOTAL= 7.536 "Pe 4/24/25 ++ APPROVED • Amu J.HUNTER :' APR 24 2025 fi' MASON COUNTY ENVIRONMETAL NEALTf, RET - �, MYERS ME3 Capacity liters per minute 0 50 100 150 200 250 1 I 1 I I i ....12 40 _ I 1 19, --10 ti 30 1�1 l yA � I -g 6112 .- 1 % 20 r —µ—._ -6 :23 g .yA 1 -d 2 10 --2 -0 0 0 10 20 30 , 60 50 60 70 Capacity gallons per minute 4/24/25 APPROVED • `'= APR 2 4 2025 . i 4 >.•s MASON COUNTY ENVIRONMENTAL HEALTI ,, .1:v.,: '1'. RET ADM.,J.NUNTER -SS7:SJ.\�.1 -6--- n i,, . Lb X A Ay/<<4A m A \ w , • \6� 40 n • ra • m �C m 0 Ac $ A� m N 9 \ �� A m 9 00 I n \ ,� /tor D O 7 • \ ?'2$ 73 �,.. 4.4'1N c to r i�E , c I mZ z - v e :i1 m o o 44 - r, -i r Vl A ON �� ti m �0• 0=0 r 2 v / ,N„ -1ZmR' m �<� \ I • •4.0 o r =pmv m Om � N z u� x_ Co 7 <mc0 n to -I '—— 1 mZVD v m * _ rPv° v -I � p O m 2 0 mmrz D 2 q o 13 O DO n z O m i T cn73 v-<o0 m n Z v O -II0 • m O 2 O � DrcA r CO O r - -o� z ? o rc o o o 23 r-aO 2 vm m O _ M m m X 1' m Z-� -1 A 2 v 0 co el, O Zn - O -, Z / m m x /. m D m, `* A > m 0 t 73 X C i r c D 1 _� r A Z o r O o • wota• A O c m C • woter cn \., X g m m wor.r { ---{{{ -4▪ Z fA r 1 2 m O • N T \CELL ``..\ O 0 T..Iwi v °' m x z t O �, m x < • a „. r m 0 A r x m CO D • Z CO Z A Z "13 n 0 MI Tm 'v b 7C7 rn 5 N..) m co OA O ` o z m cst m M c Z D CO mO 2 ; Z-t m O 0D mM i x Z � D D C r7 � /CC/A �Z Mm x ZT. O� Cz mrri 3 �� m " N z �m 0 2 r ° m-I O 13 DIMM m 2 ZC ?• O IJtp m• Z vF mym / I' z0cZtTl ii�cZ • i 0 Dco mF m > wZD 11 o1 G •rn 2.mil mN m �_▪ <m D k `hO r (.iZiA r ���,��� 0 rl cf Z O In" • oo j=oo Z 73 • 2 r v cn zvAz �O rm- E z 3 � -� R�.o2 vZ D 2 9_r,•�ii{ ZS N p„ D c m m o c 2vS/.. ,N� w� �I W 71 Im N Z A r n m a m m _ -1 X X y> �mm r< O — m a en 7J v rn <i Z rn O-1 T �`�1IIB O a > $N` mo to m rIIIIM A v m r o z (md O i�a. , \ Z per) o N C O ��--• rSi�Jilk - 1� O Q 5 O ill _ M� il -�I�'� x R 2 m,4 = �I Itt�i�1 ��, v n DOA < m m I� �■ �i�•.� i D > N w T O N in r II — > mm> . _ �� n z itz 0 2i E.m £ v a i� may { 1 T