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HomeMy WebLinkAboutSWG2024-00164 - SWG Application / Design - 4/23/2024 d15N6THSTREET SHELTON MASON COUNTY SHELTON:360417-9670,0,EXT EXT 400 400 4 BELFAIR:360-2]5446],EXT 400 Public Health & Human Services ELMA 360A82-5269,EXT 400 FAX 360427-T787 On-Site Sewage System Permit: SWG2024-00164 APPLICANT HOUSE BROTHERS Phone: 260-495-4156 Address: PO BOX 1820 MCLEARY,WA 98557 OWNER SLNIAIZEFAENDIC FAMILY TRST KEMAL& Phone: SA Address: KEMAL SALIEFENDIC & RAMZA SALIEFENDIC TRS VAN NUYS, CA 91405 SEPTIC DESIGNER ADAM HUNTER• Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: Sweetgrass Lane Primary Parcel Number: 521122150180 Permit Description: New SFR-4BR Pressure Permit Submitted Date: 04/23/2024 Permit Issued Date: 05/02/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (adddbnal m a may 5e regumd upon mslenmiun of sysNm). Permit Expiration Date: 04/24/2027 (bas cmdaeoflnaoaomm) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staHper 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 downs/ope depth specked on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to bacLfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backli'll 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.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670,extension 400. �,, OFFICIAL USE ONLY MASON COUNTtPUBLIC HEALTH DARKECBVEU: N D ONSITE SEWAGE SYSTEM APPLICATION c m 415 N6th Stmet,(Bldg B) SheltoDWA,98584 @ N Sheltan:36U417-9678 ext409 Belfair.360.175-4467 ext480 SWG V _ �/� z YY YY lJ Z Vi Z V APPl1CANT PRONE D D HOUSE BROTHERS 3604701707 m m MAILING ADDRESS-STREEL CITY STATE.LP CODE r PO BOX 1820 MCCLEARY WA 98557 3 D� SITE ADDRESS-STREET CITY DP CCOE W AK" XX N SWEETGRASS LN SHELTON WA 98584 a NAME OF DESIGNER PHONE V ADAM HUNTER 3607531226 I(UI NAME OF INSTALLER PHONE I o HOUSE BROTHERS 3604701707 CHECKALLAPPLICABLEITEMS IXUNKING WATERSWRCE et NEW CONSTRUCTION 0 RVHOLDING TANK ONLY Of PRIVATE INDIVIDUAL WELL y 0 REPLACEMENTSYSTEM 0 INSTALLATIONPERMITONLY O PRNATETWO-PARTYWELL = Q TABLE 9 REPAIR El SINGLE FAMILY 0 COMMUNNWIPUBLIC WATER SYSTEM 0 TANK(S)ONLY E] COMMERCIAL SYSTEM NAME: I 1 E] UPGRADE TO EXISTING G OTHER: BEDRWMs LOT SIZE �j 0 EXISTING FAILURE "record Dr.whvB uiw '3 40 P br.nwaffiw " DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex,b peb) 0 Iw HWY 101 TO A LEFT ON SKOKOMISH RIVER RD FOLLOW SUNNYSIDE FOR 3.1 MILES, U� TURN RIGHT ON SWEETGRASS LN FOR 1.7 MILES TO SITE ON THE LEFT. I �c o rL SIFTMUSTBEFLA00EOFROYMAWNOADAMD TESTNOLSWISTBEFLAGOFD KITH TESTNOLENUYBERB I 1VY OFFICIAL USE ONLY BELOW THIS LINE WGRACE I FAIWRE SOURCE(br a ng pvpc ) QVOLUNTARY DMAINTEWINCEIPUMPING L]BUIWINGPEWIT OHOMESALE OCOMPIAINT DOTHER: INSPECTORSOLLOGS COMM p 36 ,E a 02 APR 2 3 2024 SOLCODES: �` LyD 6\J �/ B�I_�� V-VERY G=GRAVELLY S•SAND L-LOAM SI.SILT C=GAY E=EXTREMELY R-ROOTS $ CqSIGNATURE DATE A QAVON EXPIMTKM DATE APPROVEDBY DATE L(-2C( _Z IS FCrAY BE SCANNED AND AVAILABLE FOR PUBLIC WEW ON THE MASON COUNTY WESSN REVISED IWM15 DESIGN FORM—PAGE ONE Assessor's Parcel Number:tF_ '.l-LR -- aL -- gym-L"SeQ 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 maybe scanned and available for public view on the Mason County Web site.Maximum paper size I! 'X IT' PARCEL IDENTIFICATION Permit Number: SWG 2O.J-�- D0 N L� Designer's Name: ADAM HUNTER Applicant's Name: HOUSE BROTHERS Designer's Phone Number: 360-753.1226 Mailing Address: PO BOX 1820 Designer's Address: PO BOX 162 MCCLEARY WA 98557 OLYMPIA WA 98507 City State Zip City Stale Zip DESIGN PARAMETERS Treatment Device ❑Glendon Hiofilter ❑Sand Filter ❑ Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity gPressure &(Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class 40 Daily Flow:Operating Capacity 360 glad Length 67 ft Daily Flow:Design Flow 480 glad Diameter 1.25 in Septic Tank Capacity 1200 gal Number 4 Receiving Soil Type(1-6) 4 Separation 6 ft Receiving Soil Appl.Rate 0.6 gpd/ftr Orifices Required Primary Area 800 ftr Total Number of Orifices 92 Designed Primary Area 804 ftr D#meter� 0 ,1 C 1/8 m Designed Reserve Area 480 ft' c R Y a 36 in Trench/Bed Width 3 ft MAY 0 6 2024 ifold Trench/Bed Length 268 ft chedule/Cla 40 ,1rn�0�TY EN�I�ONMENTAL HEALTH Elevation Measurements MA h JBW 18 ft Original Drainfield Area Slope 3 % Diameter 2 in New Slope,If Altered 3 % Preferred manifold configuration used? E(Yes 0 No DepthofExcavation Dv-rioce 24 in Transport Pipe from Original Grade Down-slope 22 in Schedule/Class 40 Designed Vertical Separation 24 in Length 100 ft Gravelless Chambers Required? ❑Yes 0 No StOptional Diameter 2 in Pump Required? fidYes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdows/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal Orifice u ft Chamber Capacity 1200 gal Uppermost Orifice SdHigher 0 Lowerthan Pump Shutoff Pump controls:Please check those required. Capacity Q Total Pressure Head 40.446 Spun EI'imer Ii7Elapse Meter SlEvent Counter Calculated Total Pressure Head 10]61 ft If Timer: Pump on 80 GAL Pump off 4 HRS Comments o D DESIGN FORM—PAGE TWO Assessor's Parcel Number.,��(1 -- I -- i7�( L A Q ' Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Rf Test hole locations I&I Drainfield orientation and layout Reference depth from original grade: IZ Soil logs R( Trenchlbed dimensions and Ed Septic tank IZ Property lines critical distances within layout 17 Dminfield cover EZ Existing and proposed wells 9 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Ed Septic tank/pump chamber and restrictive strata: la Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and surface water and critical areas 1Z Observation port location bottom 9 Location and orientation of IZ Cleanout location ❑ Curtain drain collector curtain drain and all absorption d Manifold placement ❑ Sand augmentation components 9 Orifice placement Other cross-section detail: IZ Location and dimension of Rf Lateral placement with distance FZ Observation ports/cleanouts primary system and reserve area to edge of bed IZ Buildings Other Information 9 Audible/visual alarm referenced Yes No EZ Direction of slope indicator E9 Scale of drawing shown on scale 12( ❑Design staked out 9 Waterlines bar ❑ ❑Recorded Notices attached 0 Roads,easements,driveways, p p R 0 V E ❑ ❑Waiver(s)attached parking ❑ ❑ Pump curve attached 9 North arrow and scale drawing ❑ ❑ Evaluation of failure shown on scale bar MAY 0 6 2024 Non-residential justification MASON COUNTY ENVIRONMENTAL FEALTu ❑ El Waste strength ,JBWy 10 ❑ Flow DESIGN APPROVAL The undersigned designer mutt u a tied by installer at time of installation 9 Yes ❑ No 4/25/24 S gnature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local o ' e regulations: Env' o n l Health Spec list Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER 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: (1:2 YL a / ✓ Dminfield 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 PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 4000INVI 0 DATE SUBMITTED: 04I25124 LEQA OTM SUBMITTED BY: ADM HUNTER APPLICANT: JOY HOMILIES ADDRESS: 530509TH AVE BE OLYMPIA,WA90501 (.CALCULATIONS NUMBER OF BEDROOMS= 4 RESIDENTIAL GPD FLOW= 4W IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.6 GPDIFT2 REDUCTION=LEAVESIAWFN TDSED DRAINFIELD SIZING ABSORP IONAREA= 004 72 TRENCH LENGTH OR BED CONFIG.= 4-67FT LATERALS U.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= Z-W ROCK DEPTH BELOW PIPE= 0'-6" SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERLAUSEASONAL SATURATION= >2'-0- FILL DEPTH= 1'-3' TRENCH WIDTH= 3'-0. W.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 80 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS P Y R w USING PIPE CLASS= 40 I_ ® /E ORIFICE DIAMETER= 1I8 Co MAY 06 2024 YYY OUAIT?ENVIRolg1&VTAl HfH(rb JBIN 4/25/24 24 PAGE LATERAL Al = SQUIRT HEIGHT(FT)= S.W (NOTE 11).ORIFICE DISCl/ARGE RAZE=1 f f.TB)X(ORIFICE OIAMETER)SO4 X SO ROOT ORTOTAL VRESSURE HEAD) ORIFICE DISCHARGE RATE= O.A1193 LATERAL LENGTH IN FEET= 67A0 ORIFICE SPACING= 3'W DISTANCE FROM END CAP= O.S. NUMBER OF HOLES= 23 LATERAL DISCHARGE RATE= 9.474 LATERAL W= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= OA1193 LATERAL LENGTH IN FEET= 61.00 ORIFICE SPACING= 3'0- DISTANCE FROM END CAP= 0-6- NUMBER OF HOLES= 23 LATERAL DISCHARGE RATE= 9.474 LATERAL 0= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= OA110 LATERAL LENGTH IN FEET= 61.00 ORIFICE EFROSPACI E vv P P R O V E DISTANCE FROM END CAP= 0'8' NUMBER OF HOLES= 23 LATERAL DISCHARGE RATE= 9A14 MAY 06 .... LATERAL a4= MASON COUNTY ENVIRONMENTAL HEALTH SQUIRT HEIGHT(TT)= 5.00 ORIFICE DISCHARGE RATE= OA1193 JBW LATERAL LENGTH IN FEET= 61.00 ORIFICE SPACING= T W DISTANCE FROM END CAP= O'V NUMBER OF HOLES= 23 LATERAL DISCHARGE RATE= 9A14 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AS 100.00 IN 37.897 2401 BC 1A0 IN 18.949 O.OW CD ULM 2.00 9.474 0.022 DE 67.00 1.25 9.474 0.864 TOTAL= 3.314 "TOTAL HEAD LOSS " 1)FRICTION LOSS THROUGH SYSTEM= 3.314 2)ELEVATION DIFFERENCE = 3.400 3)RESIDUAL = 5.000 TOTAL= 11.714 4/25/24 f I I� •, MYERS ME3 Capacity liters per minute 0 so 100 :50 200 250 40 ]2 Hr 30 �H A u +y' E . c 20 G F A d A m 2 0 0 0 10 20 30 4 50 60 70 Capacity gallons per minute A ppRO VE MISO/VC0 A 2024 vvr rnENrat HEgcrn Jg 4/25/24 pr . ®« , \ 7 • ) } @saaaa ? ese § § ) ) ) ) ) 74, ( \ \ } ) \ ( § ) § ) r $ ( [ ! 0 0 \ . § ; M. _ ; , • � - � $ � / $ o \� - . § - y « Z z = Z \ !! , • !) : \!!!]/ § #G / \ ;;; ;l, ! \ \ \\( )o � 7 § \ , );| f| § # ; ; ! § ! 5 ) § � !( / /\§ § I \ ` \ © / /! _ ; ! § ! ;!( / { k \ \ � \ /\ , , , 1 .) - ; F: | ! 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