The URL can be used to link to this page

Home My WebLink AboutSWG2025-00130 - SWG Application / Design - 4/11/2025 ® MASON COUNTY 415NfiTHELTON: ,SHELTO70,EXT 400 aH STREET, ,SHEL ON, A 400 BELFAIR:360-275.9467,ENT 400 Public Health & Human Services ELMk 3604825269,EXT 400 PAN:360427-Tr87 On-Site Sewage System Permit: SWG2025-00130 coo l APPLICANT ASCENT BUILDERS LLC Phone: 360.265.5868 Address: P O BOX 427 PORT ORCHARD,WA 98366 OWNER ASCENT BUILDERS LLC Phone: 360.265.5868 Address: P O BOX 427 PORT ORCHARD,WA 98366 SEPTIC DESIGNER Dave Ghylin-Dave's Septic Service Inc. Phone: 360-710-2449 Address: PO BOX 301 SEABECK,WA 98380 Site Address: 110 E ELLINOR PEAK PL Primary Parcel Number: 222125008009 Permit Description: New 3bd bottomless sandfilter below grade Permit Submitted Date: 04/11/2025 Permit Issued Date: 0 4/1 512 0 2 5 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (addnioelI smaye WUIm Open IhSUIWW Or eyem,O). Permit Expiration Date: 04/07/2028 (eased On aOre ar meoeOnon) Permit Conditions: f 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 specked 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 ofsystem 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/onslieloss-Inspection-requost.php or call: 360427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DM MLB R 0 I ( ' O S ® y COMMUNITY SERVICES N° R AK°"L SSEVSS- m PPMN Hmm(Com unIry HeaINEnN=m Ml He M,) < w SWG Go130 = yMO ON-SITE SEWAGE SYSTEM APPLICATION z pppLIfANT PHONE m m Ascent Builders LLC 360-265-5868 i MMLINGADDRES6-STREET,ODY STALE,MP COOS Lef 3 PO Box 427 Port Orchard, WA 98366 o IT SITE ADDRESS.STREET,Cm ZP CODE 0 110 E Ellinor Peak PI Belfair WA ( ' NAME OF DESIGNER PHONE ¢ d N Dave Ghylin 360-710-2449 �I y NAME OF INSTALLER PNONE M�1 m O I N PERMRTWE(d —) DRINKINGYNTER SOURCE W.RESIDENIA ccLOSS IICOMMUNITY0ss ETCOMMERCMLOSS GI PRIVATEINDMDUALWELL f.PRNATETWO-MRTYVIELL = IN TYPEOFVXM(�.) 7 PUBLIC WVTERSYSTEM POOHObM2 If NEWCONBTRUCTION/UPGRADES EREPAIR/REPUICENIENT OTHER DETAILS(asV>Ws,YaAAy) 13TABLE IX REPAIR I I IT SUSM11ALS O SURFACING SEWAGE O EXISTING FAILURE [3 SHORELINE m 9DESIGNFORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOTSOE r I O ffMIVER(S)OFAPPUCABLE) 3 - 5,000 SQFT I o DIRECTIONSTOSMANDSRECOXDICONS:(s,Md 9W tM (� Turn left or North off of E Cedar St. Then turn right on E Ellinor Peak PL. *01v< DD °o Wpe.�� Mqo o o 'ITY"' T 1 c O srtEnusr6EruGGEn FmrMAw RDADA/ro TEsrxDLESMusTeESLAGDED wnx TESTxaExumFRS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURESOURCESv RPX[pPaFaeea) ❑VOLUNTARY OMANTENANCEIPUMPING OBUILDINGPERMIT [3HOMESALE ❑COMPLAINT MOTHER: INSPECTOR60LLLOG6 ' "" � COMAENTB/CONDMONS — 0r 100 11I O1 A�1'v 1" c� 0 -60 �,� GO + �eel� L*nS I� 4 �6 ivtFF S t RECORD DM'MNG AND INSTALLATION REPORT J■Ji SON CODES'.V=VERY G=GRAVELLY S=SAND L=LOAM M=SILT O=CIKV E-EKTREMELY R=ROOTS REOUIPED FOR FINALAPPROVAL W6PECTOR6IWNTIIRE RATE APPLM'TWXE%PMTgN DATE MPLIOATIONPPPROVEO/ISSUED BY `�- WTE ""5rq u11h� �1-11-1, THIS FORM MAY BE SCANNED ANDAVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RMIEOIW=I5 i DESIGN FORM—PAGE ONE Assessor's Parcel Number. 2 2 2 1 2 — 5 0 — 0 8 0 0 9 A design will be reviewed when 3 conic of each of the following are submitted: •Completed design form that has been signed and dated. 0 Scaled layout sketch,including all applicable items on checklist • Scaled plot plan,including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist. This form maybe scanned and available for public New on the Mason County Web site.Maximum paper size: 11"XIT' PARCEL IDENTIFICATION Permit Number: SWG Z07-J- C0130 Designer's Name: Dave Ghylin Ascent Builders LLC 360-710-2449 Applicant's Name: Designer's Phone Number: Mailing Address: PO Box 427 Designer's Address: PO Box 301 Port Orchard WA 98366 Seebeck WA 983W City State Zip city State Zi -. . . ... DESIGN PARAMETERS Treatment Device ❑Glendon Biofilta I(Smd Filter ❑Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type: ❑Awbic Unit Make/Model ❑Disinfection Unit MekdModel Oil.: BORomless Sandfilter Drainfield Type ❑Gravity R(Premure ❑Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Clam 40 Daily Flow:Operating Capacity 360 gpd Length 21' ft Daily Flow:Design Flow 360 gpd Diameter 1" in Septic Tank Capacity(working) 1200 gal Number 8 Receiving Soil Type(1-6) 3 V Separation see attached ft Receiving Soil Appl.Rate .8 gpd/ftZ Orifices Required Primary Area 450 ftZ Total Number of Orifices 88 Designed Primary Area 450 ftZ ✓ Diameter 1/8" in Designed Reserve Area 450 ftZ Spacing 24" in Trench/Bed Width 9' R Manifold Trenched Length 25' it Schedule/Clam 40 Elevation Measurements Length 20' ft Original Dramfield Area Slope 0-50/6 % Diameter 1" in New Slope,If Altered N/A % Preferred manifold configuration used? 0 Yea RfNo Depth of Excavation Up-slopc 49" in t/ Transport Pipe from Original Grade oo . .,c, 48" in Schedule/Class 40 Designed Vertical Separation 12"+ in Lcugth 80, ft Gmvellem Chambers Required? ❑Yea lid No 0 Optional Diameter 2" in Pump Required? Nf Yea 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 30 gal Drainfield Squirt Height/Selected Residual(bead) 5' ft Chamber Capacity(flood) 1000 gal Uppermost Orifice 0 Higher O Lower than Pump Shutoff / Pump controls:Please check those required. Capacity @ Total Pressure Head 19.1 Win aftimer h(Elapse Meter Event Counter Calculated Total Pressure Head 23.9 ft If Timer: P on 90 sec Pump off 2 his Comments Designer will perform a draw down and set the timer. APR 15 2025 MASON RET DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 2 1 2 — 5 0 -- 0 8 0 0 9 Permit Number: SWG qpu��, d0j3O DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ld Test hole locations 9 Drainfield orientation and layout Reference depth from original grade: IS Soil logs 21 Trench/bed dimensions and Rf Septic tank 16 Property lines critical distances within layout 2 Drainfield cover ❑ Existingand proposed wells Rl D-BoxfValve box locations p p Reference depth from original grade within 100 ft of property Rf Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 69 Laterals,trench/bed,top and surface water and critical areas 66 Observation port location bottom ❑ Location and orientation of fd clean-out location ❑ Curtain drain collector curtain drain and all absorption R1 Manifold placement 9( sand augmentation components [A Orifice placement Other cross-section detail: Ib Location and dimension of E6 Lateral placement with distance 56 Observation ports/cleanouls primary system and reserve area to edge of bed Other Information 10 Buildings ❑ Audible/visual alarm referenced Yes No ❑ Direction of slope indicator R1 Scale of drawing shown on scale ❑ Rf Design staked out 56 Waterlines bar ❑ 61 Recorded Notices attached IM Roads,easements,driveways, ❑ Rf Waiver(s)attached parking fib ❑ Pump curve attached It North arrow,and scale drawing ❑ (9 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must b by installer at time of installation Rf Yes ❑ No io ed Signature of Desigifer 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: ��Y�'WI`�'✓1 �j Isf� Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 1-7�zr]OO ✓ 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: 12/72015 Mason County WA GIS Web Map 22 --T 6tEELLINOR PEAK PL 222125001023 91 EfL�1�OR PEAK PLIll E ELLINOR'PEAK PL >o0t faa� 'Irnsa00ru0a 222120060000 2V S 701EELLINOR PEAK PL00 E ELLINOR PEAK PL 110 E:ELLINO PEAKPL t a y2 00oR80 EtELLrNOR PEAi(IPL005 1250090 22211lS 9009 31.E ELLINr OR'PEAK PL. !' 131 E CEDAR ST 177 E CEDARST 191 E CEDARBT 28 E'.ECLNppRR BEAK PL 2 1212 90 02 05 2 Y2<lyuuno=4 $212,008020 222t209037- 150 1.�M ST 1250030 222125009001 222125009004 2125009 22jt�0E009i09AR ST 22212500304% 222125000024 22272 009W 4/10/2025,2:29:39 PM APPROVED o 0,01 0.01 1:765 0.02 m1 County Boundary APR 15 2025 0 0.01 0.6 ON ❑ No Filled MASON COUNTY ENVIRONMENTAL HEALTH Site Address (Zoom in to 1:3,000) RET Suvrr,6N ,.WIr�IiYm, YuwrPCn9.(iF.BC0.U50.5. ❑ F10.NPS N0.fNl.Ga'br.[il.Y Yb IL 0.raw 8wry.Fal Tax Parcels (Zoom in to 1:30,000) M.m cowq wn m we Mr Mgbeon Maws larch CSL�maavwcy.rtWlY.wmwFm Mrean Ub.ro,lYue boar mm,eaummx Mbirw�.noem�tnepztlWi,wAq 4 General Designer Notes APPROVED Owner Name: Ascent Builders LLC APR 15 2025 Reference: 22212-50-08009 MASON COUNTY ENVIRONMENTAL HEALTH RET #1 —Soil logs have been dug on this site and are the responsibility of the property owner or owner's agent to have these soil logs buried after the inspection process has been completed. #2—If during the construction process, soil conditions are found that may lead to premature failure of the system,construction shall stop immediately and the designer shall be notified. Such soil conditions may include but not limited to ground water, surface water,fill material,clay soil,bedrock,or excessively permeable gravels. #3 —Any substitutions or deviations from these plans shall be approved by the Health Department or the designer prior to construction. AD changes of the system components shall be documented by the designer on the final As-built drawing. #4—Peak design flow is_360_g.p.d.,Recommended daily flow should not exceed_288 g.p.d. or premature failure may occur. #5—Backfill sewage disposal system immediately after final inspection process,cover soils should be loamy sand or better. Seed final cover with grass or shallow rooting ground cover. #6—Keep all maintenance access lids and ports accessible to ground surface. #7—Installer should rake the finished grade smooth and slope it to divert all surface water runoff away from tank and drainfield areas. #8—Setbacks from house foundation to drainfields and reserve areas are 10',septic tanks 5' and transport lines 2' unless otherwise stated within the design. #9—Driveways and parking areas must stay 5' from drainfield areas. Tanks may be located within parking area and driveways if approved for this application. #10—Sewage waste strength should meet the following criteria or be lower Bod-5= 130-174 mg/l,TSS = 47-71 mg/t FOG= 10-20 mg/I, PH=6.5-7.2 with microscopic life forms present. #11 —Installer must adhere to all manufacturer installation requirements for all products used. #12—The attached septic design does not represent a survey nor does it purport to show all easements or encroachments, if any. Designer recommends property lines be located prior to any final installation occurs. Surveys may be required to accomplish this. #13 —Property lines and comers have been represented by owner or owner's agent,the designer is not responsible for errors due to inaccurate measurements from property lines or comers that are inaccurate. #14—If a curtain drain is required with this design it must meet all Health Department installation requirements. #15—Developers,homeowners and installers, installations of on-site sewage disposal system should always be installed in dry weather conditions. Irreparable soil damage may occur if systems are installed in wet conditions. Planning the installation of system is very important and should be done as early in the building development stage as possible. Wet weather conditions have caused delays in final approval dates. #16—Maintenance is required will all sewage disposal systems. Owners will receive details of this in the designer manual with the final approval of the application. #17—Adhere to all designer notes located on design layout page. #18—If development exceeds 10,000 square feet of impervious surface an engineered drainage plan may need to be submitted. Options are available to reduce square footage requirements,such as wagon wheel driveways,contact DCD for further details. Owners are responsible for any fee for redesigns or revisions that may be needed after BSA submittal not due to designer error. #19—Low flow water fixtures are recommended within the home to help lower the hydraulic load to the system. #20-Watertight components are a must for all onsite sewage systems. Installers are required to ensure all components are watertight,extreme care should be used during backfilling of these components to prevent settling and or water intrusion issues. If leaking components are not fixed in a timely manner,the designers warranty may be void. #21 -Installation of this design must meet all Health Department regulations and all adopted policies by the Health Department that may apply. Installer is required to be versed in these regulations,if any questions contact designer. #22-All components used must be on State Department of Health approved products list for use with residential waste. 423-Installer must inspect all tanks used at time of delivery and any tanks with defects must be rejected and not used. When using any existing tank,the installer must due a 24 hour leak test to ensure all tanks used are watertight. #24-All plumbing must be muted into the new sewage system that has been designed. It is the property owners responsibility to show the designer all plumbing stab outs and all gray and black water discharge points. A plumber may be needed on old homes to ensure that all stub out locations are connected to the new proposed sewage disposal system. An inside pump basin may be needed in some cases where plumbing is located in basements and elevations for a gravity discharge cannot be maintained. APPROVED APR 15 2025 Specific Designer Notes: MASON COUNTY ENVIRONMENTAL HEALTH RET #1-This application is for a new 3-Bedroom home. #2-A new bottomless sand filter system is proposed with 450 sgft of drainfield. #3- Sand filter must be built to Washington state RS&G. #4-Extreme caution must be taken on clearing drainfield area Native soils can't be damaged Recommended to be done by septic installer. #5-O/M is required. - fo SL #1- 0-18" dark brown sandy loam with layers of fill. 18-68" Lt brown to gray Gravely Loamy medium sand. SL #2- 0-12" dark brown sandy loam with layers of fill. 12-68" Lt brown to gray Gravely Loamy medium sand. SL #3-18-68" Lt brown to gray Gravely Loamy medium sand. "'""��11111111111111111111111111111111 IIIIIIIII:-11111111111111111111111111111 1111111111111.11111111111111111111111111 1111111111111111111111111111111111111111 11111111111111111►1111111111111111111111 1111111111111111111111111111111111111111 ''�1111111111111111111111111111111111111 !!!::4111111111111111111111111111111111 11111111�::l1111111111111111111111111111 „ IIIIIIIIIIIIIIi1111111111111111111111111 1111111111111111111111111111111111111 :::UNII1111111111111111111111111111111 IIIIIIIIIIi::�1111111111111\111111111111 1111111111111111.11111►11111�11111111111 11111111111111111111111111111►1111111111 11111111111111111111`►1111�11111U1111111 1111111111111111111111�111►1111111111111 niiii�11111111111111111i111�1111111111 IIIIIIIIIIii::�111111111111`►IIC111111111 " 11111111111111111�i�111111111►11�1111111 IIIIIIIIIIIIIIIi11111��11111111�1►11\111 1111111111111111111111114111111111111111 111111111111111111111111111`.111111►11►11 ============ iiiiiiiiiiiiiiiiiiiiiGiii�:c��11\11 111111111111111111111111!!:ii111111I7111 IIIIun!:;iiAI111111111111111111111111 111111�111111111111111111111111111111111 • • J O Z co = o r W w0 r r Zw a 7 �¢ w W � U O Z W Z w O N K r w V) oF- w Wz F oho W Z S W ° = N Lu V w 7 �co Z Z W Q oZ W N � O � rF Lu w = J � ° 3 FLwFLLI ¢ z � � ° Y Q � w N O w °° F ¢ a m `1 Z ¢ w r a w Z w Q m0 m LU ❑ 0 aLu oU) Nc aU w J 0 y ? (7 O u) W 3ma mN0 m V N n of v vi 116 Xo U _O F v- w cow W W U a U) s ' O O cnWO W Woo O— NOW t= fn J Y Z Q Z 0 V Q w 0. Fr_ L Z o _ U m � Z a N 4 N C a s r N APPROV j APR 15 2025 MASON COUNTY ENVIRONMENIIENTALHEALTH O OI RET S APPROVED MASONCOUNTY ENmxIx> w , v lll m � ■ . . C e 0. } § 0 § \ § m § a = CID ° «) r ) \ ] } 2 � { a / - - { ! 3 ! o _ _ ƒ r *� ! ! § ! � ! § # E f20 r § ! IILmFL » ® ® < J \ , C , ( 06 ki $ § | k ! � \ ) { ) % \ � ! ` = k \ /! £ | k \ 8m? .c \ ) J ! ^ 12 ; § lrt2 }2 aB ° ■, r - ; ! ! \! / k ƒ § � , � cd Distributing Valves Top View Coupling DisVibuting valve Union Clear pipe Ball valve Elbow Side View Elbows APPROVED APR 15 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET Bottom View OWNER.Ascent Builders LLC SCALE: DAVE'S SEPTIC SERVICES INC. NTS DATE: P.O. BOX 301 7-12-2023 SEABECK, WA 98360 (360) 710-2449 TAX ID: 22212-50-08009 � � G � k 71. 2 u � ( ( § S ) � m§ s $ W o co m ()/ 2 ` n } � \ k � \ o \ to / }\ §| § / % 2 k @ § tk } R \ § � 2 0 APPROVED A Azzo . ! \ % A \ | WAS»c R ENARONMENTALHEALTHRET ;9 £ z / ka \ ) \ \ § § EL ` | \ , on z � § ) ! 6 \ . � $ \ % e \ K t � - §§ )) } i § _ m \ J q ? ( / K 8 \ 2 iL _ . \ \ IL LLI \ ) \ ! $ / § � ( ( } O ) ) m \ / / , e RESE_m « 0 oo { § k ! O \ 9! j/ & � a »a : ` w ( \ \ 001+1-PIL ) § m �\ § m� XO » 2 ® 2 ) k § m > - ; $ ; ( ® \ \ 7 / 7 q % ( ; ; , { f ±i ; ® R ) / , ] , \k \ § ! \ ; - ( , 222 k ) / ( mk § 2ff ) mI ! ! la - 2 � : 7 ) \ $ i $ ] / ® \ \ §{ \ (ƒ | ) ( \ � & m � � ° !! \ § E § § \ � � \ | � m , ^ ; ; iq2 2 ) ( \ t { ! # ( \ \ \ ) ( § ; 3 ® ® � ` - � ) ® - ( + J2 § 2p q { } ® ; - wm �§ ` mom ; kG ; § § ! § ■ � 7 / & B ; § } ¥ ; \ \ 2 ! \ ! ) \ g o \ 2 2 ! ffiv o APPROVED A A25zo MASON c TY ENARONMENTAL_TH . m