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HomeMy WebLinkAboutSWG2025-00328 - SWG Application / Design - 9/18/2026 MASON COUNTY d18N8THELTON: SHELTON,WA98684 SHELTDN:360+127-9670,EXT 400 eELFAIR:360.275-448],EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00328 APPLICANT Hunter,Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 CONTRACTOR HOUSE BROTHERS Phone: 360495-4156 Address: PO BOX 1820 MCLEARY,WA 98557 OWNER ROEUN ET VIR ET AL MALINNI NHOL Phone: Address: MAJIC JOE ROUEENFAR; ANDREW ROEUN; LINA HENG SANTA ANA,CA 92704 Site Address: UNKNOWN Primary Parcel Number: 324121100020 Permit Description: New 3bd Oscar II Permit Submitted Date: 08118/2025 Permit Issued Date: 09/18/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required own installation of system,). Permit Expiration Date: 09110/2028 (based on data of mspetllm) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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.gov/health/environmental/onsite/oss-inspection4equest.php or call: 360427-9670,extension 400. OFFICIAL USE ONLY jjj MASON COUNTY MRRYEXQ I V��� PMgIXiflECEMG: RKENE06f Public Health & Human Services ç44 o a Environmental Health 36Pe37-96?0.eM.GW or 36UD5-67,ext. 00 /' 0 415 N.6th Street-Shelton,WA 98584 SWG z..ovC — 324) O z 2 W ON-SITE SEWAGE SYSTEM APPLICATION p O AMUCAHT PHONE r HOUSE BROTHERS 3604701707 c MAILING ADDRESS-STREET,GTY STATE ZIP CODE i= PO BOX 1820 MCCLEARY WA 98557 m z SITE A[g2E55-STREET.GTY LPCOCE ' XX US HWY 101 LILLIWAUP WA 98555 I NAME OF DESIGNER PHONE ADAM HUNTER 3607531226 N LAME OFINSTPIIER PHONE I O HOUSE BROTHERS 3604701707 PERMIT TYPE rss a 000) DRI=NKING MUTER SOURCE cc O O IF RESIDENTIAL 0SS ECOMMUNITYass IU cc C0MMERCIAL0S5 ff PRIVATE INDN VMA IDUALWELL 1.J.PRIVATE TPARTY WELL 2 TYPE OF NORK(MMKI ow) CC 17.PUBLIC WATER SYSTEM g NEW CONSTRUCTION I UPGRADES yIREPNR/REPLACEMENT OTHERCETAILS( SNIAM aIpy/ D TABLEX REPAIR I � SUB MITTALS O SURFACING SEWAGE D EXISTINGFNLURE D SII NELINE m N l�f DESIGN FORM(REQUIRED) IPJSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WA$LOT CAEATEDAFTERNIME? 0 IN b WAIVER(S)(IF APPLICABLE) 3 1 O YES © NO O DIRECTIONS TO SITE AND SITE CONDITIONS:(ax.btl:LN5ele) I G HWY 101 NORTH TO A LEFT AT SEAGULL WAY STAY LEFT TO DRIVE ON THE LEFT I JUST BEFORE GATED TURN OFF FOR RUSTIC RIDGE FOLLOW DRIVE TO THE END. r O SITE MUST BE PtAOGEO FROM MAIN ROAD AND TEST HOLES MYdT SE RAGGED 1MW TEST HOLENLVBERS- OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE 11w P,RE,gfMBs) ❑VOLUNTARY a MAINTENANCE/PUMPING LI BUILDING PERMIT OH0ME SALE DCOMPLAINT OOTHER: INSPECTOR SOIL LOGS COMMENTS/CpC�NDaITONS 2• 0'Z SL( �(Pz c �N �1h 2144Inds I c ROIL WOEE. RECGRD DRAMNG AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si SILT C•CLAY E=EXTREMELY R•ROOTS REQUIRED FOR FINALAPPROVAL INSPECTOR SIGNATURE GATE APPUCATICN EXPIRATION DATE APPlICATION APPROVED!ISSUED BY DATE hortf a 1017b Jnoitycwt 9/ps rzb THIS FORM MAY BE SCANNED ANDAVAILABLE FOR PUBLIC MEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 324121100020 -- -- 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/7" �PARCEL IDENTIFICATION Permit Number: SWG fq o r/J ' 0D /[J J( Designer's Name: ADAM HUNTER Applicant's Name: HOUSE BROTHERS Designer's Phone Number: 3607531226 Mailing Address: PO BOX 1820 Designer's Address: PO BOX 162 MCCLEARV WA 98557 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAILCOM DESIGN PARAMETERS Treatment Device ❑Glendon ❑ Sand Filter ❑ Mound 0 Sand Lined Drainfield ❑ Recirculating Filter ❑ATU Li Other — Treatment Level(check all that apply): JA J B JC JBLI J BL2 J BL3 J E J N Drainfield Type OSCAR 2(NO PRETEATMENT N'*VERr1CAL SEPARATION) ❑ Gravity ( 'Pressure ❑Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class OSCAR 05100 Daily Flow:Operating Capacity 270 gpd Length OSCAR 08100 ft Daily Flow:Design Flow 360 gpd Diameter OSCAR OS 100 in Septic Tank Capacity(working) 1500 gal Number 4 Receiving Soil Type(1-6) 5 Separation 0.5 ft Receiving Soil Appl.Rate 0.4 gpd/ft' Orifices Required Primary Area 900 ft Total Number of Orifices OSCAR 08100 Designed Primary Area 900 ft2 Diameter OSCAR 05100 in Designed Reserve Area 900 ft2 Spacing OSCAR OS 100 in Trench/Bed Width 37.5 ft Manifold Trench/Bed Length 24 ft Schedule/Class 40 Elevation Measurements Length 32 ft Original Drainfield Area Slope 5 0/ Diameter 1 in New Slope,If Altered 5 / Preferred manifold configuration used? EYYes 0 No Depth of Excavation Up-sIope OSCAR in Transport Pipe from Original Grade po malopc OSCAR in Schedule/Class 40 Designed Vertical Separation >24 in Length 50 ft Gravel-based Drainfield Required? ❑Yes Y No Diameter 1 in Pump Required? Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 360 Dill.in Elevation Between Pump&Uppermost Orifice 9 ft Dose quantity 1 gal Drainfield Squirt Height/Selected Residual(head) O5CAR ft Chamber Capacity(flood) 1200 gal Uppermost Orifice 'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 12 gpm 1 Timer 0'Elapse Meter l Event Counter Calculated Total Pressure Head 16.754 ft If Timer: Pum nn 22SEC mp off 3MIN 31SEC Comments PROVEO SEP 182026 TH RET Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 324121100020 -- _ -- Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations 13 Drainfield orientation and layout Reference depth from original grade: ♦9 Soil logs Trench/bed dimensions and M' Septic tank 19 Property lines critical distances within layout El Drainfield cover f9 Existing and proposed wells if D-Box/Valve box locations Reference depth from original grade within 100 ft of property M Septic tank/pump chamber and restrictive strata: 13 Measurements to cuts,banks,and locations O' Laterals,trench/bed,top and surface water and critical areas O' Observation port location bottom [d Location and orientation of O' Clean-out location 9 Curtain drain collector curtain drain and all absorption ff Manifold placement U Sand augmentation components O' Orifice placement Other cross-section detail: O' Location and dimension of Rf Lateral placement with distance E9 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information O Buildings YesN � Audible/visual alarm referenced Yes No Direction of slope indicator El Scale of drawing shown on scale El O Design staked out 0' Waterlines bar O ❑ Recorded Notices attached l2( Roads,easements,driveways, ❑✓ Elevation benchmark and relative ❑ O Waiver(s)attached parking elevations of system components O' O Pump curve attached 1Z North arrow and scale drawing ❑ O Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned design*on- ite installer at time of installation ElYes O No 9/18/26 Designer Date The undersigned has revehalf of Mason County Public Health and determined it to be in compliance with state aions: ' h1917% Environmental Health S ialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 0 ✓ 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 maybe scanned and available for public view on the Mason County Web site. Revised:4/14/2025 PAOR THURSTON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE PARCEL*324121100020 DATE SUBMITTED:9/17/2026 LEGAL/LOT# SUBMITTED BY: ADAM HUNTER APPLICANT: HOUSE BROTHERS ADDRESS: I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 360 IF NON-RESIDENTIAL-GPD FLOW WALL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.4 GPD/FT2 REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 900 FT2 TRENCH LENGTH OR BED CONFIG.= 37.SFTX2AFT PER OSCAR II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 150D GAL-CONCRETE NEW OR EXISTING= TWO COMP.SEPTIC TANK III.GRAINFIELD CROSS SECTION SAND DEPTH= 0'-6' IV.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE NETAFIM ORIPLINE LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) SUPPLY 50.00 1.00 12.000 3.8772 RETURN 50.00 1.00 12.000 3.8772 TOTAL= 7.7543 TOTAL HEAD LOSS 1)FRICTION LOSS THROUGH SYSTEM= 7.754 2)ELEVATION DIFFERENCE = 9000 TOTAL= 16754 9/1.7/26 :'t APPROVED SEP 18 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET V.CHECK THE PUMP CAPACITY. PUMP: A.Y.MCDONMD3WPM-I2HP PUMP(MODEL#22050EPA) (PER OSCAR) EXCESS TDH 50.00 (PER OSCAR) TOTAL HEAD LOSS IN SYSTEM 16.75 STANDARD PUMP CONFIGURATION IS SUFFICIENT? YES 9117126 APPROVED SEP 18 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET a.' U,+ I y I 1 � � o 7 / 1 ' m a m yy 0 N m /;,. O / D $ 3: < m A n Q o C $ m 0 p W �'J r oA W zOz j -a M 5 N N 3 a j rev w - m .my o Do O o S m m m a \ m o Y m r `. O g m N O q S 0 OD �h DANAL oo� < �g2g 2z zz oy Pom > of y o Myy A '2a'�a � a3 = e p � Em am z �-^ m [� € yR 3 P J z m - q F M Q m 8 � � F < F F uiJ ° _9 amp =[z ° 'g'3" go ° ° y o m cRc If 6ASALWIDTH 24FT • '''' ?;% 8 .c.` w jar';."r' i?:;,: O�o ELF 88 ! oe O N / Z T x ii a � ? 55000or do' Co '6 � � B �' W II F - S" I Vim aa� , , a o � gm8�� g � � a3 Z " m $ DOSING TANK RETURN LINE aw B $ 9 O DØ R s o F a fl n � ' oi Vs•a o � `" SUPPLY LINE RETURN LINE _ --FROM DOSING TANK A p a npVj m m �a Z � O n > m