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Home My WebLink AboutSWG2024-00075 - SWG Application / Design - 2/28/2024 MASON COUNTY 415N 6m STREET.SHELT967 WA Cr 400 SH STREET. .SHEL ON, EXT584 0 BELFAIR:3604754467,EXT 400 Public Health & Human Services ELM:3604825269,EXT 400 FAX 360427-7787 On-Site Sewage System Permit: SWG2024-00075 APPLICANT BILL MCTURNAL Phone: 360-866-4594 Address: PO BOX 1768 WESTPORT,WA 98595 OWNER MSE20 LLC Phone: 425-615-1639 Address: 12400 SE 38TH ST UNIT 53083 BELLEVUE,WA 98006 SEPTIC DESIGNER JIM HUNTER" Phone: 360-753-1226 Address: PO BOX 162 OLYMPIA, WA 98507 Site Address: 120 E LAKESHORE DR WEST Primary Parcel Number: 220185000147 Permit Description: Repair/Upgrade 3bd pressure trench Permit Submitted Date: 02/28/2024 Permit Issued Date: 06/04/2024 Issued By: Rhonda Thompson Current Pernit Fees Paid: $540-00 (additional lees may be reyabed undo lnslallelion or system). Permit Expiration Date: 03/07/2027 (based on dale or inspammn) Permit Conditions: i 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 Certfied Installer unless prior written authorization from Mason County is obtained. 3 Drainfie/d installation not to exceed designed upslope and downslope depth specified on design font. 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.gov/hwlthienvironmental/onsite/oss-inspectionrequest.php or call: 360427-9670.extension 400. �E K-e-di > I &'.- OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DER N D ONSITE SEWAGE SYSTEM APPLICATION AMWMRKMED: RKRWDR m y 415 N 6th Street,(Bldg 8) Shelton WA,98584 < y $heBon:36D427A670ex[480 Belhir.36U275d467 a#900 C,A,� //�� _ O/y ( O 0 JVY C.V l.�/ �J ZZ to APPLICANT PRONE s n BILL MCTURNAL 360 280-2236 On 0 TR MVLINGPDDRESS STREET.CITY STATE.DR CODE I- PO BOX 1768 WESTPORT WA 98595 c SITEAODRESS-STREETCITV,ZPCWE W 120 E LAKESHORE DR W SHELTON WA 98584 z JI OF DESIGNER P M 360 753-1226 Iw NAME OF INSTALLER PHONE CHECKALLAPPLICABLE HEMS ORIXNWG WATER SOURCE 0 1" ❑ NEWCONSTRUCTION ❑ RV HOLDING TANK ONLY Eg PRIVATEINDMDUALWELL 3y ❑ REPIACEMENTSYSTEM 0 INSTALLATION PERMIT ONLY ,[3 PRIVATETVPPARTI`MLL 0 0 TABLE 9 REPAIR W SINGLE FAMILY MI COMMUNRYMUBUC NIATER SYSTEM = fy t] TANK(S)ONLY ❑ COMMERCIAL SYSTEMNAME: 11MBERLAIo=COMMUNITY WATER I 1 ❑ UPGRADE TO EXISTING O OTHER: BEOROONIS LOTBIZE �f l ❑ EXISTING FAILURER � !MV 3 v7 0 �J DIRECTIONS TO SITE-BE SPECIFILADADVISE OFANTNEEDEO INFORMATION FOR ACCESS(x bcNE 9abI 17 L TIMBERLAKES, RIGHT AT LAKESHORE DR TO LOT ON RIGHT AT ADDRESS. x IC Id 0 } —1 T� IIt SITEMUSTBEFIgGGEp FRONMAINMOABINOTE5TH0lESMUSTBE FLAGGED NTINTESTNOIENUMBERS ' V OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SWRCE ox n9ati'9 PPnR n ❑VOLUNTARY OMAINTENANCFJPUMPING 17BUILDINGPERMIT 0HOMESALE ❑COMPLAINT OOTHER: INSPECTOR SOIL LOSS COMMENTSICONDDIONS 0TMf uw7ffD v/,,�-q .. -� . 033 MAY 062024 0,zz1sc,�+-+i t (>j : 35Y Lp, � , rCiUnn `'�� Glv1 U "3�� ,q SOILCODM' V.WRY G•GRAVELLY S=SAND L=LOAM S=51LT C•CIAY E-IDORV IELY R-ROOTS zx INSPECTOR SIGNATURE �( DATE "PI-CATION EICPIFATON DATE APPLICATONAPPROVE Y'. 'IISJZ�I P-hlz w `w THIS FORM MAY EIE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1WM15 DESIGN FORM-PAGE ONE Assessor's Parcel Number: a. Ul � -- �U .. OU .. 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: /f"XIT' PARCEL IDENTIFICATION - 1 Permit Number: SWG (�/Zy—�� Designer's Name: LYvr1�r Applicant's Name: Q's`L rvn CTJMs4` Designer's Phone Number: 360-753-1226 Mailing Address: ?,0 . k3 . L-7(o'G Designer's Address: PO BOX 162 WV TPd eL'4 WA 90sn- OLYMPIA WA 98507 city State zip city State Z' '.DESIGN PARAMETERS Treatment Device ❑ Glendon Biofilter ❑ Sand Filter ❑ Mound ❑ Sand Lined Dreinfidd ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfecdon Unit Make/Model Other: Drainfield Type ❑ Gravity vl�ressure ❑Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 151 Schedule/Class 40 Daily Flow:Operating Capacity ,)Zo gpd Length VAA_c A 3L.r ft Daily Flow:Design Flow 3(Q O gpd Diameter ( „ in Septic Tank Capacity lZo 0 gal Number 6 Receiving Soil Type(1-6) Separation (o ft Receiving Soil Appl.Rate gpd/ft' Orilices Required Primary Area (e o O ft' Total Number of Orifices t 0 to Designed Primary Area (o (Is, ft, Diameter 31h. in Designed Reserve Area 't(N o ft' Spacing -.z in Trench/Bed Width Q�'�� 3 ft Manifold Trench/Bed Length ' v 20 4 ft I/ Schedule/Clam A 0 Eleva in easurements Length zs ft Original Drainfield Area Slope 3 % Diameter 11 in New Slope,If Altered t1 ( A % Preferred manifold configuration used? %Yes ❑No Depth of Excavation UP-51 q •' in Transport Pipe from Original Grade Down-slope (a " in V Schedule/Class 40 Designed Vertical Separation -2-4 in Length 461 It Gravelless Chambers Required? ❑Yes '"o 17 Optional Diameter Z in Pump Required? P.Ycs 17 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day (d Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity (a 0 gal n / Orifice 5,L. ft Chamber Capacity (D 0U gal �/ Uppermost OrifirzHigher ❑ Lower than Pump Shutoff Pump controls:Please check those required. Capacity Total rcasure Head 1 L- (3 3 gpm Krimer Elapse Meter vent Counter Calculated Total Pressure Head Timer. Pump on Q(a. G ,Pump off �b•S Comments c D JUN 04 2024 MASON COUNTYENNRONMEATAL HEALTH DESIGN FORM—PAGE TWO Assessor's Parcel Number: 9 10 _L -- S 0 _L4_' Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Rf Test hole locations EZ Drainfield orientation and layout Reference depth from original grade: 19 Soil logs Trench/bed dimensions and 9 Septic tank E9 Property lines critical distances within layout E� Drainfield cover Fg Exist' proposed wells D-BoxfValve box locations Existing and Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: Ia Measurements to cuts,banks,and locations ❑ Laterals,trenchPoed,top and '.. surface water and critical areas E9 Observation port location bottom 0 Location and orientation of 19 Clean-out location ❑ Curtain drain collector curtain drain and all absorption 19 Manifold placement ❑ Sand augmentation components 9 Orifice placement Other cross-section detail: d Location and dimension of if Lateral placement with distance 9 Observation ports/cleanouts primary system and reserve area to edge of bed Other Information lZ Buildings 9 Audible/visual alarm referenced Yes No ❑ Direction of slope indicator 9 Scale of drawing shown on scale d ❑ Design staked out IZ Waterlines bar ❑ ❑ Recorded Notices attached Rf Roads,easements,driveways, ❑ ❑Waiver(s)attached parking ❑ ❑Pump curve attached 0 North arrow,and scale drawing ❑ ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified 't of installation ❑Yes J<No A S—to-24 Signam7Mesigner 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 on-site regulations: Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ 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 may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#:220185 00147 DATE SUBMITTED: SIM024 LEGALILOT#:TIMBERLAKE#1 LOT 147 SUBMITTED BY: JIM HUNTER APPLICANT: BILL MCTURNAL ADDRESS: PO BOX ITBB WESTPORT,WA 98595 I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 380 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.6 GPDIFT2 REDUCTION=LEAVE BLANK IFNO REDUCTION TAKEN DRAINFIELDSIZING ABSORPTION AREA= 618 FT2 TRENCH LENGTH OR BED CONFIG.= 208 FT IL WATERPROOF SEPTIC TANKS COMPOSITION AND SIZE= 12W GAL.CONCRETE NEW OR EXISTING= NEW Ill.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAI-SEASONAL SATURATION= >2'-W FILL DEPTH= 1'-V TRENCH WIDTH= 3'-0' IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= #0 NUMBER OF DOSES PER DAY= e APPROVED JUN 04 2024 MASON COUNTY ENVIRONMENTAL HEALTH / 4 s_ c� -7- RET tSA o s ✓1 LICENSED MAITBI _ LICENSEb DESK.tJE0. EXIOWS: OV221 iV oA�Ez V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 ORIFICE DIAMETER= 3I18 LATERAL#1= SQUIRT HEIGHT(FT)= 2.00 (MOTE(2).ORIFICE DISCHARGE WE_111.79)X(ORIFICE DIAMEI ER)S02 X SO RCOTOF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58818 LATERAL LENGTH IN FEET= 33.00 ORIFICE SPACING= 7 0' DISTANCE FROM END CAP= 0'8' NUMBER OF HOLES- iT LATERAL DISCHARGE RATE LATERAL#2= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 33AO ORIFICE SPACING= 7 0' DISTANCE FROM END CAP= O 8" NUMBER OF HOLES= 17 LATERAL DISCHARGE RATE= 5.885 LATERAL#3= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58818 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 7 0" DISTANCE FROM END CAP= 0'8" NUMBER OF HOLES= 13 LATERAL DISCHARGE RATE= 7.620 LATERAL#4= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2'0' DISTANCE FROM END CAP= 0'8' NUMBER OF HOLES= 13 LATERAL DISCHARGE RATE= 7.620 illy 04 -�^ - z`� PpR� VED , MASOHCOUNIY�f? Ny�FNTq( Fq(TH ��4�°d�i H a`. � s< ? slmv3 +,� P JAMES 2IX#1TER . UCEN3ED(?E3IGNEX EXPIWS� 031221 Z� V GE LATERAL#5= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2 0' DISTANCE FROM END CAP• 0'6' NUMBER OF HOLES• 13 LATERAL DISCHARGE RATE= 7.620 LATERAL N= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58818 LATERAL LENGTH IN FEET= 25A0 ORIFICE SPACING= 2'0' DISTANCE FROM END CAP= 0'8' NUMBER OF HOLES= 13 LATERAL DISCHARGE RATE= T.820 LATERAL pT= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE: 0.56618 LATERAL LENGTH IN FEET= 20.00 ORIFICE SPACING= 2'0 DISTANCE FROM END CAP= 1'0' NUMBER OF HOLES= 10 LATERAL DISCHARGE RATE= 5.802 LATERAL N= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58818 LATERAL LENGTH IN FEET= 20.00 ORIFICE SPACING= 2'0' DISTANCE FROM END CAP= 1'0' NUMBER OF HOLES= 10 LATERAL DISCHARGE RATE= 5.862 APPROVED JUN 04 2024 MASON COUNTY ENWRONMENTALHEALTH RET tWs S_ 4 -L4 S1P213 0 _ pMEs LI -SED DESIGNER FXM. 03/22/Z(, v E4 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AS 45.00 2.00 62.135 2.6967 BC 1.00 2.00 35.171 0.0209 CD 1.D0 2.00 V.550 0.0133 DE 1.00 2.00 19.930 00073 EF 65.00 2.D0 9.965 0.1318 FG 33.00 IAO 9.965 1.8145 TOTAL= 4.685 "TOTAL HEAD LOSS " 1)FRICTION LOSS THROUGH SYSTEM= 4.685 2)ELEVATION DIFFERENCE = 5.600 3)RESIDUAL = 2.0D0 TOTAL 12.285 APPROVED JUN 0 4 1024 /MASON COUNTYEWRONMENTAL HEALTH RETa Sc 510p273 :rJ. �� DAMES E M-*Tree FS -SED DFSICiMER Exnms: euzy,� MYERS ME45 SERIES CAPACITY LITERS PER MINUTE 0 50 100 I50 200 250 300 350 . 15 50 40 12 ? 30 'yE4SY�HP 9 Z 20 6 10 3 a 0 0 10 20 30 40 50 60 70 B0. 90 100 CAPACITY GALLONS PER MINUTE - APPROVED MASON COUNJUN T y O 4 2024 ENVIRONMENTAL HEALTH s S— RET SED DESIGNE& -• 3 an IC 2 1 m NFU iA t . 1a � ] kA KIN N! �� jfa Pa m m _ H ---- W `o 4 All Y ! 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