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HomeMy WebLinkAboutSWG2024-00112 - SWG Application - 3/21/2024 ® MASON COUNTY 415 N6 SHELTON. ,SHELTON,WA965a4 6H STREET, ,SHEL ON, AEXT 400 BELFAIR:360-2754467,EXT 400 Public Health & Human Services ELMA:360482.5269,EXT 400 FAX 390427-n87 On-Site Sewage System Permit: SWG2024-00112 APPLICANT HOUSE BROTHERS Phone: 260-4954156 Address: PO BOX 1820 MCLEARY,WA 98557 OWNER LEOPPARD GARRICK R&SARAH R Phone: Address: 8324 48TH CT BE LACEY,WA 98503 SEPTIC DESIGNER ADAM HUNTER' Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: 1370 W Satsop Maple Gin Primary Parcel Number: 619307600110 Permit Description: New SFR-3BR Sand Lined Bed Permit Submitted Date: 03/2112024 Permit Issued Date: 11119/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (adddm,w mu may be reaand uoon rosebsdoaa s Iaml. Permit Expiration Date: 03/28/2027 (WsWonaeaawamd'un) 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 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.govlheahhlenvironmentallonsiteloss-inspection-request.php or call: 360-427.9670,extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH MiEMCMNU: a y ONSITE SEWAGE SYSTEM APPLICATION M D M FNEDB o m 415N6th5tree4181(198) ShelronWA,98584 ^ N ShdWn:36D427%70e#40O khIP.360-275d467ext400 SWG W _ 2 N z D APNCNlT PNGNE a A HOUSE BROTHERS 3604701707 m m r MAILING ADDRE88-STREET CRY.STATE.21P COOS PO BOX 1820 MCCLEARY WA 98557 3 SITEAOC W-4IREET,CITYDPCODE w 1370 W SATSOP MAPLE GLEN ELMA WA 98541 a NAME OF GE9IGNER PHONE ADAM HUNTER 3607531226 (— NAME OF INSWLER PHONE r HOUSE BROTHERS 3604701707 0 CHECKNLAPRN:ASI.EITEMS DRINKINGWATERS RCE NEW CONSTRUCTION O RVHOLDINGTANKONLYEE Mf PRNATEINDNIDUALWELL N I� 0 REPLACEMENTSYSTEM 13 INSTALLATION PERMIT ONLY O PRNATETWO-PARTYWELL 2 IQ E7 TABLE 9 REPAIR 13 SINGLE FAMILY [3 OOMMUNMY"BUCWATERSYSTEM E3 TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: 0 UPGRADETOEXISTING O OTHER: BEDROOMS LOTSLE IIJ( 0 EXISTING FAILURE vitlO M � 3 5.4 W MMMFYIbIbn" O ILI DIRECTIONS TO SRE-W SF MC ANDADVLSE OF MY NEMED INFORMATION FOR ACCE881ecN 9eY) SATSOP RD TO EAST ON SATSOP MAPLE GLEN TO DRIVE ON THE LEFT JUST BEFORE CUL-DE-SAC. GATE IS LOCKED, ACCESS CODE IS: 2830� �II��,� kiAR 21 20' LIII�III,JJJJIII�III L'Y_------------- BMEMWTBEMGGEDFROMMMNM AND MSTMOLES MUST BE FIAGGFD WRH MSTHOLE NUMBERS OFFICIAL USE ONLY BELOW THIS LINE VPGRPDE/FAI AZs, 1RCE(br�e NNMIMUFM) �YOLHNTARY OMAINTENANGEIPUMPING E3BGILDING PERMIT 13HDME SALE QCDMPWNT DOTHER: INSPECTORSOLLOOS COMMENT9I CONDRpN3 9DLDOOF2: V"VERY G"GRM LLY $=SVIO L�LOAM SI=81LT C=CUY E"E%FREMELY R=RDOT9 IN9PECTOR9M LURE MTE MRICATONE%PIRATWNWTE A TION APPR0`RD BY DATE TH FO YBE8CANNEDANDANANABLE FORPUBLICVIEWONTHEMASONCOUNTYWEBSITE R 119E0 tYU3919 [Applicant's ESIGN FORM—PAGE ONE Assessor's Parcel Number:_b1S3.Q - 710 -- 001LD sign will be reviewed when 3 conies of each of the following are submitted: mpleted design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist • led plot plan,including all applicable items on checklist Cross-section sketch,including all applicable items on checklist. This form be scanned and available Tar public view on this Mown County Web aloe.Maximum r size: 11"X I7" Number: SWG A.�/d�' ��`,O� Designer's Name: ARAM HUNTER Name: HOUSE BROTHERS Designeis Phone Number: 360-753-1226 ng Address: PO BOX 1820 Designer's Address: PO BOX 162 MOCLEARY WA 9a557 OLYMPIA WA 98507 Ci State Zi Ci State ZiDESIGN PARRTreatment Device endon Bio6lter ❑Sand Filter ❑Mound S(Sand lined Draivfeld ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑ Disinfection Unit Make/Model Other: ,�/ Drainfteld Type ❑ M Gravity Pressure ❑Trench ❑Bed ❑ Sub Surface Drip Septic TanWDrainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 glad Length 40 ft Daily Flow: Design Flow 360 glad Diameter 1.25 in Septic Tank Capacity 1200 gal Number 3 Receiving Soil Type(1-6) 1 Separation 3 ft Receiving Soil Appl.Rate 1.0 gpd/ftr Orifices Required Primary Area 360 ft, Total Number of Orifices 60 Designed Primary Area 360 ftr Diameter 3/16 in Designed Reserve Area 360 ftz Spacing 24 in TrenchBed Width 9 ft Manifold TrenchBed Length 40 R Schedule/Class 40 Elevation Measurements Length 6 It Original Dminfield Area Slope 0 ode Diameter 2 in New Slope,If Altered 0 /o Preferred manifold configuration used? 9Yes 0 No Depth of Excavation Ucalcye 48 in Transport Pipe from Original Grade Ewa.:lws 48 in Schedule/Class 40 Designed Vertical Separation 12 in Length 35 ft Gravelless Chambers Required? ❑Yes 0 No h(Optional Diameter 2 in Pump Required? N(Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal Orifice ft Chamber Capacity 1200 gal Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity Q Total Pressure Head 35.171 Spun IfTimer 6dElapse Meter ¢rEvenl Counter Calculated Total Pressure Head 7,M R If Timer: Pump on 60 GAL Pump off 4 HRS Comments DESIGN FORM -PAGE TWO Assessor's Parcel Number:�� ,�SZ -- �Jp- �(�.11� Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Rf Test hole locations 91 Drainfield orientation and layout Reference depth from original grade: IZ Soil logs IZ Trench/bed dimensions and Sd Septic tank EZ Property lines critical distances within layout IZ Drainfield cover lZ Existing and proposed wells E9 D-Box/Valve box locations Reference depth from original grade within 100 ft of property E9 Septic tank/pump chamber and restrictive strata: lZ Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and surface water and critical areas EI Observation port location bottom IZ Location and orientation of IZ Clean-out location ❑ Curtain drain collector curtain drain and all absorption 9 Manifold placement ❑ Sand augmentation components EZ Orifice placement Other cross-section detail: 99 Location and dimension of IZ Observation ports/cleanouts primary system and reserve area Lateral placement with distance to edge of bed Other Information 6d Buildings 9 Audiblelvisual alarm referenced Yes No ♦Z Direction of slope indicator R( Scale of drawing shown on scale Ef ❑ Design staked out Rf Waterlines b ❑ ❑Recorded Notices attached IZ Roads,easements,driveways, A� P R 0 V E ❑ ❑Waiver(s)attached parking ❑ ❑ Pump curve attached E9 North arrow and scale drawing NOV 19 2024 ❑ ❑ Evaluation of failure shown on scale bar kIASONCOUNTv EN0RCf,'IcwT _ Non-residential Non-residential justification JBW ❑ El Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer ontesign taller at time of installation Yes ❑ No 3119/24 igner Date The undersigned has reviewalf of Mason County Public Health and determined it to be in compliance with state and ls:,1,I.tY L I-/n- 2.y E7'iro&&Atal Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY TINDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. —1 ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 12' - ✓ 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/V2015 PAG E MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#:619307800110 DATE SUBMITTED:03/19/24 LEGAULOT#:TR 11 OF 41129 SUBMITTED BY: ADAM HUNTER APPLICANT: HOUSE BROTHERS ADDRESS: I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 360 IF NON-RESIDENTUL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 1.0 GPD/FT2 REDUCTION=LEAVE&LANK IF NO REDUCTIONTAKEN DRAINFIELD SIZING ABSORPTION AREA= 360 FT2 TRENCH LENGTH OR BED CONFIG.= 9FTX40FT SAND LINED BED II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= NEW IN.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= 2'-W ROCK DEPTH BELOW PIPE= 0'-6- SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >2'-W FILL DEPTH= 1'-3" TRENCH WIDTH= T-0' IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 60 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE 3116 APPROVE 3119/24 _ �f ?: RM YIIMIRR x 24 ence z LATERAL#1 = SQUIRT HEIGHT(FT) 2.00 (NOTE(2):ORIFICE DISCHARGERATE_(11.79)X(ORIFICE DIAMETER)SO2 X SQ ROOT OF(TOTAL PRESSUREHEAD) ORIFICE DISCHARGE RATE= 0.68618 LATERAL LENGTH IN FEET= 40.00 ORIFICE SPACING= 70, DISTANCE FROM END CAP= 1.0" NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 11.724 LATERAL#2= SQUIRT HEIGHT(FT) 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 40.00 ORIFICE SPACING= 2-0- DISTANCE FROM END CAP= 1'0' NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 11.724 LATERAL#3= SQUIRT HEIGHT(FT) 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 40.00 ORIFICE SPACING= 2-0- DISTANCE FROM END CAP= 1.0" NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 11.724 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 35.00 2.D0 35.171 0.732 SC 1.50 2.00 23.447 0.015 CD 3.00 2.00 11.724 0.008 DE 40.00 1.25 11.724 0.783 TOTAL= 1.538 "TOTAL HEAD LOSS " 1)FRICTION LOSS THROUGH SYSTEM= 1.538 2)ELEVATION DIFFERENCE = 4.300 3)RESIDUAL = 2.000 TOTAL= 7.838 APPROVE 3/19/24 IC�tI ... ..n..� L, 74 JBW *' PR-N , '1'YFiii 55'M'If.VF'<' n WEIRS ME3 Capacity liters per minute 0 50 100 150 200 250 f0 12 'y©y 10 I 30 may, 8 � E c 20 6 c + u N L io z 0 0 0 10 20 30 40 50 60 70 Capacity gallons per minute 3119/24 PP hw .. p vvv.- Lfo ....,¢ Cti�G1 ,. 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