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HomeMy WebLinkAboutSWG2025-00391 - SWG Application / Design - 9/29/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 ip J L BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00391 APPLICANT Hunter, Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 CONTRACTOR CEZAR HOMES LLC Phone: 509-868-5691 Address: P 0 BOX 853 SILVERDALE, WA 98383 OWNER FRANCIS JESICA Phone: 360-551-8221 Address: 8950 KARI LN NW BREMERTON, WA 98311 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA, WA 98507 Site Address: 151 E AGATE DR Primary Parcel Number: 220185000207 Permit Description: New 3bd ATU to subsurface drip Permit Submitted Date: 09/29/2025 Permit Issued Date: 10/09/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 10/08/2028 (based on date of inspection) 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 Drain field 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 i 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 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 COUNTY DATE RECEIVED: /'�� _ 9 ao25 (/),I U c cn AMOUNT RECE D: RECENED BY: CO (/) s Public Health & Human Services 55'5 ONCI N£ - m N Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street-Shelton,WA 98584 SWG ao as - 00.39) rh ° p xi z fn CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION v D 3 m n APPLICANT PHONE m I- CEZAR HOMES LLC 5098685691 z MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE C: zzE 2746 NW RUDE RD 7� V POULSBO WA 98370 co xi SITE ADDRESS-STREET,CITY,ZIP CODE 151 E AGATE DR l SHELTON WA 98584 I N NAME OF DESIGNER �� PHONE ADAM HUNTER 3607531226 co n NAME OF INSTALLER PHONE Ul O 8 TBD ��� TBD Z o PERMITRM TYPE(select one) Ii DRINKING WATER SOURCERESIDENTIAL OSS 6-COMMUNITYOSS IL)COMMERCIAL6-PRIVATE INDIVIDUAL WELL n-PRIVATE TWO-PARTY WELL Z a PUBLIC WATER SYSTEM TIr.BERIAKEs TYPEPE C OF WORK(select one) I 6I NEW CONSTRUCTION I UPGRADES L1 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I SUBMITTALS CISURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE coMI LvJ DESIGN FORM(REQUIRED) INJ SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? 0 I 6-WAIVER(S)(IF APPLICABLE) 3 0•28 ElYES El NO NO X DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) AGATE RD TO A LEFT ON TIMERBLAKE TO A RIGHT ON LAKESHORE TO A LEFT ON I AGATE DR TO SITE ON THE LEFT. a -1 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 4". OZ'< 7(CL Iv f i i I 'TAT-- U 'i! C1S-L1 2 I -f- Coy'y /' Mai- RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE % )(10V11011/1 \9Y-1--/-c-- 1Di'6 /7 IZ'Xix.9)(611 1 o(ft,Oc"--- THIS FORM MAY BeCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 220185000207 -- -- • 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 17" PARCEL IDENTIFICATION Permit Number: SWG aoa5.— aa391 Designer's Name: ADAM HUNTER Applicant's Name: CEZAR HOMES LLC Designer's Phone Number: 3607531226 Mailing Address: 2746 NW RUDE RD Designer's Address: PO BOX 162 POULSBO WA 98370 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM DESIGN PARAMETERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter IIATU BNR500 ❑Other Treatment Level(check all that apply): IA J B J C J BLl J BL2 J BL3 I E IN Drainfield Type ❑ Gravity ❑ Pressure 0 Trench 0 Bed Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class DRIP Daily Flow: Operating Capacity 270 gpd Length 150 ft ei Daily Flow: Design Flow 360 gpd Diameter 0.5 in Septic Tank Capacity(working) 1200 gal Number 4 ✓ Receiving Soil Type(1-6) 4 , Separation 1.5 ft 1/- Receiving Soil Appl. Rate 0.6 " gpd/ft2 Orifices Required Primary Area 675 ✓ft2 Total Number of Orifices 500 Designed Primary Area 675 '/ft2 Diameter DRIP in Designed Reserve Area 600 ft2 Spacing 12 in '----... Trench/Bed Width 13.5 ft Manifold Trench/Bed Length 50 ft Schedule/Class 40 Length 13.5 ft Elevation Measurements Len g Original Drainfield Area Slope 2 % Diameter 1 in New Slope,If Altered N/A % Preferred manifold configuration used? 6'Yes 0 No Depth of Excavation Up-slope 6 in Transport Pipe from Original Grade Down-slope 6 in Schedule/Class 40 Designed Vertical Separation 12 in Length 46.5 ft Gravel-based Drainfield Required? 0 Yes E'No Diameter 1 in Pump Required? l 'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff. in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 30 gal Drainfield Squirt Height/Selected Residual(head) DRIP ft Chamber Capacity(flood) 1200 gal Uppermost Orifice l 'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 11.5 gpm d Timer Q'Elapse Meter O Event Counter Calculated Total Pressure Head 91.2 I Tt p 30GAL ,Pump off 2 HRS Comments Ap p v ' ocT 0 9 2025 Revised:4/14/2025 MASON couN1 ENVIRONMENTAL HEATH RET , DESIGN FORM—PAGE TWO Assessor's Parcel Number: 220185000207 -- -- Permit Number: SWG gads_(;o 'j/ DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations E Drainfield orientation and layout Reference depth from original grade: g Soil logs Q( Trench/bed dimensions and Septic tank 12f Property lines critical distances within layout la' Drainfield cover g Existing and proposed wells ' D-Box/Valve box locations Reference depth from original grade within 100 ft of property E Septic tank/pump chamber and restrictive strata: 9' Measurements to cuts,banks,and locations a Laterals,trench/bed,top and surface water and critical areas 0' Observation port location bottom 9' Location and orientation of 0' Clean-out location 0' Curtain drain collector curtain drain and all absorption Q' Manifold placement l' Sand augmentation components a Orifice placement Other cross-section detail: 9' Location and dimension of El Lateral placement with distance l' Observation ports/clean-outs primary system and reserve area to ed a of bed Buildings g Other Information II g Audible/visual alarm referenced Yes No • Direction of slope indicator 1C Scale of drawing shown on scale Ef 0 Design staked out 9' Waterlines bar 0 0 Recorded Notices attached 1 Roads, easements,driveways, 0 Elevation benchmark and relative 0 0 Waiver(s)attached parking elevations of system components l' 0 Pump curve attached 9' North arrow and scale thawing ❑ 0 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow IGN APPROVAL ik The undersigned designer must • .1 :d by •nstaller .t time of installation 'Yes 0 No 9/29/25 :nature of Designer Date The undersigned has reviewed this ,esi on behalf of Mason County Public Health and determined it to be in compliance with state and local on-si - regulations: fidfttiCYA cola(l/ Environmental Health Spec alist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. O' 2. n ✓ 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. Revised:4/14/2025 i . 1 Orenco Technical Data Sheet SYSTEMS Using a Pump Curve A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic head or"TDH"),providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line.For the most accurate pump specification,use Orenco's PumpSelect""software. Pump Curves 500 ���p� 400 I 1 I I I 1 1 I ■■■■ PF10 Series,60 Hz,0.5-1.0 hp • PF20 Series.60 Hz,0.5-1.5 hp — 400 161111111.it PMNINMEMEMINIIMMEMENI 4-. ������ 350 pF2015 350 IVE111111..1111.111...11111111 ro ®EMIIE���M��M�MM��M - 300 PF2010 1 0 300 PFA V IN�����������:11 1 � � 250 . ���I MENNIIMMEI a a 250 PF1005 • a�i ��.�1.„��.��.��� ra 200 .... 1111111111=011111N MMINMEN E 150.PF2005 = 150 cn 111111111M1111111111MSNIIIIIIIIIIIII ca a �.���.��.10E1,��. 100 •.` ''N parilliiiiiii immomm. 50 11111..1111111..1 5011 ...���.�1��111 0 0 2 4 6 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40 Flow in gallons per minute(gpm) Flow in gallons per minute (gpm) 900 i [ i t i i i i i PF3050 PF30 Series,60 Hz,0.5-5.0 hp — 800' ''• •L • 4- 700 CI600 ti PF30301 ' ces 500 9/2;:25 / 400 PF3020 1 ? � ' c JPF30 5 .• J 1. 5: ` ,PF3o,o ,Zri ` \ APPROVED 1. teu,E„M� OCT 09 2025 'moor: 1 MASON COUNTY ENY1RONMENTAL HEALTH 00 5 10 15 20 25 30 35 40 45 RET Flow in gallons per minute (gpm) NTD-PU-PF-5 Orenco Systems •800-348-9843•+1 541-459-4449•www.orenco.com Rev.3©01/21 Page 4 of 5 --- p p,m o a t. 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