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Home My WebLink AboutSWG2023-00240 - SWG Application / Design - 7/23/2026 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98584 SHELTON:360-427-9670,EXT 400 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: SWG2023-00240 APPLICANT EARL IDDINGS Phone: 206-391-7502 Address: PO BOX 2755 BELFAIR, WA 98528 OWNER BUNTINS ET UX, MARK ERIC HEATHER Phone: LYN BUNTINS-BLISS Address: 4311 CARPINTERIA AVE CARPINTERIA, CA 93013 SEPTIC DESIGNER RICHARD BAZZELL* Phone: 360-509-7900 Address: 165 NW TUPELO WAY POULSBO, WA 98370 Site Address: 484 NE HURD RD Primary Parcel Number: 322247590120 Permit Description: 3-bedroom ATU to pressure trench- REVISION 7/23/2026 Permit Submitted Date: 06/12/2023 Permit Issued Date: 07/23/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $1,455.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/27/2028 (based on date of inspection) 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 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.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98584 SHELTON:360 427 9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 7 The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall remain attached to the approved building plans. 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 US NLY MASON COUNTY DATE RECEIVED: b /2 / cn C Cl, Public Health & Human Services AMOUNT RECEIVED: RECEIVED BY: v Cl) Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 Cl) N.6th Street-Shelton,WA 98584 S W G oa 3 c c O z (n ON-SITE SEWAG T� APPLICATION z n APPLICANT 1 t }" PHONE m r 'I Mark Buntin 805-403-1844 z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE SUN 2 3 4311 Carpinteria Ave arpinteria CA 93013 m X SITE ADDRESS-STREET,CITY,ZIP CODE 484 Hurd Rd By elfair WA 98528 I W NAME OF DESIGNER PHONE IN) Caliber Septic Design - Richard Bazzell 360-509-7900 NAME OF INSTALLER PHONE 0 I IV To Be Determined n/a PERMIT TYPE(select one) DRINKING WATER SOURCE N I0 iv❑ RESIDENTIAL OSS ❑ COMMUNITY OSS O COMMERCIAL OSS O PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM IDDINGS 1 Water System ID#AE295 I ❑ NEW CONSTRUCTION/UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I - SUBMITTALS ❑ SURFACING SEWAGE O EXISTING FAILURE ❑SHORELINE W El DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I WAS LOT CREATED AFTER 4/1/2025? O I WAIVER(S)(IFAPPLICABLE) 3 5 acres YES NOICD 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I See attached I CD I- IO -' INJ SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I CD OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE❑ COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS I CONDITIONS `c3k d I C-S, 3' f- friI = d` t1I VgCS, t( 1 -�-f;1I 11t : Qr 57 (iLCS, 3- 4"ft 1 S Q- 1 C'CjLLS1 L I SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT 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 \ ç ( (? (l4 ( 'i1\i'% t \f6"i 1 3/2 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 DESIGN FORM—PAGE ONE Assessor's Parcel Number: [ 3 2 2 2 4 7 5 9 0 1 2 0 I i f i i I i i i 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 I""' PARCEL IDENTIFICATION Permit Number: SWG p Designer's Name: Richard Bazzell Applicant's Name: Mark Buntin Designer's Phone Number: 360-509-7900 Mailing Address: 4311 Carpinteria Ave Designer's Address: 165 NW Tupelo Way Carpinteria WA 93013 City State Zip Poulsbo WA 98370 City State Zip Designer's Email richard@calibersepticdesign.com DESIGN PARAMETERS Treatment Device ❑Glendon O Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter N ATU NuWater BNR500 ❑Other Treatment Level(check all that apply): ❑A ❑C ❑BLl O BL2 O BL3 O E O N Drainfield Type ❑ Gravity Ii 'Pressure Trench O Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40/3034 Daily Flow:Operating Capacity 360 gpd Length 40 ii Daily Flow:Design Flow 360 gpd Diameter 1.25 Septic Tank Capacity(working) 1250 gal Number 3 Receiving Soil Type(1-6) 1 Separation 10 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 360 ft2 Total Number of Orifices 63 Designed Primary Area 360 ft2 Diameter 1/8 in Designed Reserve Area 2250 ft2 Spacing 24 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 40 ft Schedule/Class 40/3034 Elevation Measurements Length 30 ti Original Drainfield Area Slope 2 % Diameter 1.25 New Slope,If Altered n/a % Preferred manifold configuration used? l 'Yes O No Depth of Excavation Up-slope 21 in Transport Pipe from Original Grade Down-slope 20 in Schedule/Class 40/3034 Designed Vertical Separation 18 in Length 66 f t Gravel-based Drainfield Required? d Yes ❑ No Diameter 2 in Pump Required? 56 Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 8 Diff. in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 45 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1250 gal Uppermost Orifice&I Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 27.4 gpm if Timer lil Elapse Meter 11 Event Counter Calculated Total Pressure Head 18.3 ft If Timer: Pump on 1.11 min ,Pump off 2.98 hr Comments /"1/� D P P JUL 2 3 2026 MASON COUNfI NVlUNNTA HEALTh Revised:6/11/2025 RET • DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 2 2 4 7 5 9 0 1 2 0 1. Permit Number: SWG c( 3-OO -1Cj DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 16 Test hole locations t Drainfield orientation and layout Reference depth from original grade: 1' Soil logs Trench/bed dimensions and i1 Septic tank 11 Property lines critical distances within layout Q( Drainfield cover iI Existing and proposed wells D-Box/Valve box locations P P Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: 7( Measurements to cuts,banks,and locations it surface water and critical areas Laterals,trench bed,top and Observation port location bottom Location and orientation of I' Clean-out location ❑ Curtain drain collector curtain drain and all absorption f Manifold placement O Sand augmentation components Orifice placement Other cross-section detail: lzf Location and dimension of O Lateral placement with distance ill' Observation ports/clean-outs primary system and reserve area to edge of bed Qf Buildings Other Information f� Audible/visual alarm referenced Yes No iii' Direction of slope indicator ' Scale of drawing shown on scale O Design staked out 21 Waterlines bar O i 'Recorded Notices attached 21 Roads,easements,driveways. ✓ Elevation benchmark and relative O i 'Waiver(s)attached parking elevations of system components ( O Pump curve attached Qf North arrow and scale drawing O if Evaluation of failure shown on scale b Non-residential justification 1] O Waste strength 21 ❑ Flow dd_ DESIGN APPROVAL The under ' d9; t be notified by installer at time of installation 21 Yes O No ..i > ' - r-•:-_,- 07.20.2026 21037126 RICHARD L BAZZEL t ignature of Designer Date LICENSED OF SIGNER The un ersig esign on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: Environmental ealth Spec list Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. �j Q ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 6177/"0 ✓ 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:6/11/2025 GENERAL CONSTRUCTION NOTES TANK REQUIREMENTS PROJECT INFORMATION: CALIBER 1. A pre-construction meeting with a licensed wastewater designer is required prior to 1. Concrete tanks are recommended,otherwise use tanks approved by Washington Owner: Mark Buntins SEPTIC DESIGN installation of the approved design. State Department of Health on the"List of Registered Sewage Tanks." 4311 Carpinteria Ave. Feasibility-New Construction-Repair 2. Materials(on-site treatment system products)used for the installation of this design 2. All tanks must be installed on a level,compact base,pea gravel or sand may be Carpinteria, CA 93013 165 Tupleo Way are required to be approved and registered with the Washington State Department required. Follow tank manufacturer installation requirements. Poulsbo,WA 98370 of Health. 3. Tanks are required to be installed within 36"of finished grade. Septic Designer: Caliber Septic Design,Ilc t.360.509.7900 3. Installation of this design is required to meet local health jurisdiction regulations 4. Use only pump basins approved by Washington State Department of Health on the 165 Tupelo Way and policies. "List of Registered Sewage Tanks." Poulsbo,Wa 98370 4. Installation of this design is only to occur during dry weather conditions and after c.360.509.7900 the site has been prepared for construction activities. e.rbazzell@calibersepticdesign.com 5. The certified installer is required to verify location of all utilities by submitting a PUMP&PANEL REQUIREMENTS utility locate request to the Utility Notification Center(Call 811). Site Address: 484 NE Hurd Rd 6. The certified installer is required to ensure setbacks are met to all site features 1. It is required that control panels be mounted on a 4"x 8"treated post,at 4'-0" Belfair,WA 98528 PROFESSIONAL STAMP (surface waters,well,etc.)prior to installation activities, above finish grade,and in the line of sight to all sewage tank risers. 7. If discrepancies between the design and existing site conditions are encountered, 2. Installation of the control panel should take into consideration environmental Tax ID#: 32224-75-90120 the certified installer is required to stop work and contact the licensed wastewater coniditons that may affect functionality of the control panels. designer prior to continuing construction activities. 3. Use PF-Series submersible effluent pump(or equivalent). See SD-6 for additional Lot Size: 5 acres 8. Proposed changes to the approved design shall be reviewed by a licensed information on Pump Curve. wastewater designer and approved by the local health jurisdiction. 4. Use NuWater ATU simplex combo panel with audible and visual alarms for low and System type: Alternative-Pressure Distribution with Aerobic Treatment 9. The certified installer must contact Caliber Septic Design, LLC a minimum of seven high water. Follow tank manufacturer installation requirements. /LWICENSEDMIGNER business days prior to installation to schedule inspections and requests for a final Water System: Public Water Group B-Iddings 1 (#AE295) 126 record of construction.Additional fees for a final record of construction will apply. VRWK AZZELL' 10. The certified installer is required to provide a redlined drawing to the licensed DRAINFIELD REQUIREMENTS Vicinity Map& wastewater designer prior to final inspection. Driving directions: Via WA-3 from NE North Shore turn left onto Old Belfair 11. Applicants are required to obtain permissions from Caliber Septic Design,LLC and 1. It is the responsibility of the owner(s),and/or their agents to protect the primary and Highway;follow SR-300 for 10.6 miles and take right onto REVIEW STAMP the local health jurisdiction for homeowner installations, reserve drainfields from any disturbance,and to have soil logs backfilled after the Canyon Dr;travel.5 miles and take a right onto Southridge 13. Stormwater infiltration systems,if required,are the responsibility of the client, local health jurisdiction has completed their evaluation. Rd,travel.5 miles to the subject property on NE Hurd Rd 14. A pump tank may be required if the final stub out is lower than the invert of the 2. Use caution to not remove soils when clearing the drainfield areas. laterals.All costs associated with such a revision is the responsibility of the client. 3. Trench bottom/infiltrative surface must be level. 't u 15. A curtain drain may be required due to unexpected water table conditions. If a 4. Site constructed gravel trenches are recommended. �! Benair curtain drain is required, it must meet the local health jurisdiction construction 5. Cover material must be sand or Type 3 soil. standards for water interceptors. 6. The certified installer is required to finish(rake)the drainfield area so that surface 16. The septic design is NOT A SURVEY.It is the responsibility of the owner(s), water is diverted away from all on-site septic components. NE Hu d elfair, united States WA Mason Co and their agents to provide Caliber Septic Design,LLC in writing any and all 7. Immediately cover the drainfield area with a suitable cover material after approval S2 `] n information pertinent to the development of the septic feasibility and/or from the licensed wastewater designer and local health jurisdiction is granted. o ttr26min S 1 design including property lines,easements,buffers,and setbacks required 8. All plumbing must be diverted into an approved sewage system.It is the owner(s), — by governing or regulating entities.Caliber Septic Design,LLC is not and/or their agents responsibility to disclose all sewage(to include greywater) 7 Gw REVISIONS responsible for errors due to inaccurate measurements from the property discharge points f o eamn NO. DESCRIPTION DATE lines or corners.It is recommended that the owner(s),and/or their agents 9. The system is required to be installed by a certified installer per the approved i ,tvm 6n Aflond 1 REDESIGN 06/171263E2 2 REDESIGN I 07/20/26 complete a survey for the subject property. design.Any substitutions or changes from the approved design must have prior ç, // approval from a licensed wastewater designer and the local health jurisdiction. 10. Do not make any cuts greater than 4'-0"in height/depth within 50'-0" rt '` PIPING REQUIREMENTS down gradient of the drainfield. Project: 11. Drainfield laterals are approvimate as illustrated and may vary. 484 NE HURD ROAD 1. Use only Schedule 40 or ASTM D 3034,or as approved by the local health 12. Laterals may be no closer than 5'-0"on center. Shelton,WA " ' BELFAIR, WA 98528 jurisdiction 13. No stormwater controls or drainage components are to be installed within Tax I D#322247590120 2. To be installed on native soil or a compacted base to avoid settling. 30'-0"(thirty feet)of the drainfield. 3. Include one double sweep cleanout between the building stub-out and first tank. 4. Sleeving may be required and must meet local health jurisdiction requirements. 5. Ensure sufficient grade(1/4"per foot towards the tank)to prevent ponding or APPROVED Date: December 30,2025 backflow of sewage in the pipe. Sheet Name 6. All pressurized water supply lines must be at least ten feet away from septic JUL 23 2026 Project Information and components. MASON COUNTY ENVIRONMENTAL HEALTH General Notes RET Sheet Number SD-1 PAGE 1 OF 7 LEGEND CALIBER ---- PROPERTY LINE SEPTIC DESIGN Feasibility-New Construction-Repair PROPERTY CORNER 165 Tupleo Way WH Poulsbo,WA 98370 ® ASSUMED WATER HYDRANT t.360.509.7900 PWR1 ASSUMED POWER 1(IN-USE) PWR2 IN ASSUMED POWER 2(NOT IN-USE) ASSUMED LOCATION OF PRIVATE DRILLED WELL 438 " (16 NE OUT PL WEST)OF THE WAYPROFESSIONAL STAMP '-0 �\ ASSUMED POWER METER % ` PLAN NOTES [,, i q I 1.THIS IS NOT A SURVEY.SITE FEATURES, ' TOPOGRAPHY,ELEVATIONS,AND BENCHMARKS I ARE BASED ON DATA PROVIDED BY THE OWNER. / _ - ALWAYS BETO SETONER ESTABLISH _ _ K3 00, CALIBER SEPTIC DESIGN LC RECOMMENDS THAT - - Vim. _ _ ACENSEDPROFE SIONALLANDS RV fr PWR2 - n - -- LOT LINES,AND VALIDATE ELEVATIONS EY p 21037126 % ' RA�RL1lOAZ2Ell ®__I_ ! /" LICENSED T*SIGNER J REVIEW STAMP WH I CD I I 438'-0" INSET SD-3 ASSUMED WATER METER Sas REVISIONS NO. DESCRIPTION DATE 1 REDESIGN 06/17/26 2 REDESIGN 07/20/26 Project: 484 NE HURD ROAD APPROVED BELFAIR, WA 98528 Tax ID#322247590120 JUL 2 3 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET Date: December 30,2025 Sheet Name SITE PLAN Site Plan 1"=100'-0° 0 50' 100' 200' Sheet Number SD-2 PAGE 2 OF 7 LINE OF 30'-0"NO STORMWATER ZONE LEGEND— " — — — — — — LINE OF 10'-0"NO BUILD ZONE CALIBER — — — — — ---- PROPERTY LINE MANIFOLD AT ELEV.1.00' SEPTIC DESIGN Feasibility-New Construction-Repair ., PROPERTY CORNER SD-4 PRIMARY DRAINFIELD 165 Tupleo Way (48X21',1,008 SQ.El)� Poulsbo,WA 98370 0- TEST HOLE NO. - I TH#-� t.360 509 7900 0 TEST HOLE 0 (SEE SOIL EVALUATION PROFILES BELOW) _ I PUMP TANK PWR2 I ._.- _, I SD 5 CO® CLEANOUT TH1 TEI = j I AEROBIC TREATMENT TANK WH ASSUMED WATER HYDRANT THE TRASH TANK PWR1 ASSUMED POWER 1(IN-USE) ❑ I SD-5 PROFESSIONAL STAMP o PWR2 ASSUMED POWER 2(NOT IN-USE) - - - - TH33 O a STUBOUT AT ELEV.0.00' 0 O CONTROL PANEL PLAN NOTES I CO 1.THIS IS NOT A SURVEY.SITE FEATURES, - TOPOGRAPHY,ELEVATIONS,AND BENCHMARKS 1 - _ PROPOSED P ARE BASED ON DATA PROVIDED BY THE OWNER. _ _OW_ERLINE :` CALIBER SEPTIC DESIGN LLC RECOMMENDS THAT Y � (SEE SD2 FOR / ADDITIONAL INFORMATION __ " A LICENSED PROFESSIONAL LAND SURVEYOR - - LOT LINES,AND VALIDATE ELEVATIONS. < P 21037126 \ ARD L DAZZEI L LLICENSEDL SIGNER _ t;: j' :': ; SOIL EVALUATION PROFILE /� SOILevaluationll6/2026 REVIEW STAMP .....//." f � ;�'.- ; :-'""" .%.-.';�.".!.-�' Mason Coun Public Health PROPOSED DRIVEWAY `� / TH#1 0-39" Extremely gravelly coarse <'t i' •'1 ° 1/ / (Primary) sand,39+till : :: " Extremely a WHv , / / // (Primary) sand,4l+i o " Extremely gravelly coarse (Not Used) sand,37*till PROPOSED THREE e i TH#4 0-50" Extremely gravelly coarse / \ i v ° ( se ) sand,50 till BEDROOM SINGLE Re +/ \ FAMILY RESIDENCE / ,� v ° TH#5 0-42" Extremely gravelly coarse i f _ / \\ 4 (Reserve) sand,42*till REVISIONS ` / \ / NO. DESCRIPTION DATE / \ 1 REDESIGN 06/17/26 /." 2 REDESIGN 07/20/26 \ \\ Project: v 484 NE HURD ROAD \ �, \ /-- ' BELFAIR, WA 98528 \ \ , Tax I D#322247590120 TH5 RESERVE DRAINFIELD // " Date: , c A . . R VET Sheet Name December 30 2025 / JUL 2 2026 Site Plan - Inset \ / '/� ! F. IL1C�ITAI CAI 4J '�,., `, ,, ",''. I.IA�O!�COUNTY 4�1R, �.I r1T„�_�'�.�.?.. \ RET Sheet Number 1 SITE PLAN SD-3 1"=20'-0" D 10' 29 40' PAGE3OF7 CALIBER SEPTIC DESIGN Feasibility-New Construction-Repair 165 Tupleo Way Poulsbo,WA 98370 t.360.509.7900 FROM PUMP PLAN ENLARGEMENT HAS BEEN ROTATED TANK FOR CLARITY. SEE OVERALL SITE PLAN FOR LOCATION&ORIENTATION. i PROFESSIONAL STAMP PRESSURE MANIFOLD SD-7 __ j M 7 k O O 00 O OOOO fl d d O 0 O 21037126 I HAROIIiAZIEtL' 5 w .'' k> N ER E SEDt>FSIGN �^CS`l 4"0 OBSERVATION PORT, REVIEW STAMP WRAP W/FILTER FABRIC WHEN IN SAND MEDIA 4"0 OBSERVATION POR WRAP W/FILTER FABRIC Q WHEN IN SAND MEDIA w (5)1-1/4"0 PVC LATERALS REVISIONS or SD-6 TYP NO. DESCRIPTION DATE - 1 REDESIGN 06/17/26 rn 2 REDESIGN 07/20/26 484 NE HURD ROAD 4"0 OBSERVATION PORT, BELFAIR, WA 98528 WRAP W/FILTER FABRIC Tax ID# 322247590120 WHEN IN SAND MEDIA 40'-0"[THREE(3)ROWS] AP ^R®V D Date: December 30,2025 �r° Sheet Name JUL 232026 INSET- PRIMARY uG IT I NG I TN DRAINFIELD I� SO�COUNTY EN�1R0!�,,�_��A_,�.A_,,, RST Sheet Number S D-4 1 INSET-PRIMARY DRAINFIELD Z NTS PLAN PAGE40F7 36"MAX OR PER MANUFACTURERS CALIBER 36"MAX OR PER REQUIREMENTS SEPTIC DESIGN FIBERGLASS GASKETED RISER&LID WITH MANUFACTURERS FIBERGLASS GASKETED RISER&LID WITH7 STAINLESS STEEL FASTENERS. SECURE TO Feasibility-New Construction-Repair GASKETED RISER WITH STAINLESS REQUIREMENTS STAINLESS STEEL FASTENERS. SECURE 165 Tupleo Way STEEL FASTENERS(TYP),MININUM TANK WITH MANUFACTURER RECOMMENDED DIAMETER EXTEND EFFLUENT TO TANK WITH MANUFACTURER24 FASTENING SYSTEM.(TYP) Poulsbo,WA 9837O FILTER HANDLE TO RECOMMENDED FASTENING SYSTEM. DISCHARGE ASSEMBLY t.360.509.7900 WITHIN 6"OF LID. PVC SPLICE BOX WITH CORD GRIPS FINISH GRADE ill F INISH GRADE I. �Itl1J .... L L 1LP l I IE I F N TO CONTROL PANEL LIt11L1�'4 i i If— IIL' i J r L lIL .-_,. ,_ LIL i ilErl }.. TO DRAIN FIELD I Ills fk' Ilnf I ,:Ili Ili I I Ir. IrItIL�iFI�ll i r p I��1� F It f U I`I 7L,1 I I I f I I-1—II , F IIE�t�:. I It i' o-nr ,! TRANSPORT LINE TO DRAINFIELD PROFESSIONAL STAMP INLET OUTLET INLET (SEE FLOW CALCULATION FOR SIZING) HIGH LIQUID ALARM (HLA)FLOAT INLET BAFFLE I�' m Fri f ON/OFF FLOAT (AS REQUIRED) EFFLUENT L�1i aLll al.. � FILTER LI' wm 7 LOW LIQUID ALARM T I'I k Lli It I: 7 (LLA)FLOAT TWO COMPARTMENT a� ' Fi' rIL i Ti-.1= -tLI1FLi. a CONCRETE TANK I' TURBINE TURBINE PUMP (SEE SD-6 FOR SPEC) IIII 21037126 � FnI i11 i }.I RICHARDL SIGNER J� i 7 Lcv:ICENSED¶)FSIGNER • L IJ JIlLVII " '_ILil-:c1Ll L' i'E:IIf Itif-11i=L - -LE"11T7 - T-1J =1C-{IF II JlE-IF_ . -� ur t.a _.—JI=r:_I fir_:. r �r'r I I Jrul I I I�F E rJi '�I r"r `i II—I��...I ,L L X11 .L411 11 L li .L, 1 _ L.1 .Irl 1i .i �rie�Lr nIILi�- !-F��itIJI �=-�-_W,17f—I-IF)LJF-rI-� �zl�- Ala c1k71F'1IL,�-Y!f X14 CIE jll�l—��LI.I).�lF c .11 11-.III.=11 L. - ii�f1-i •Ilia REVIEW STAMP ,. _ �:��,.-- � ��aN lk�I1=rlE-llr�lE O FIGURE 1. 1250 GALLON TRASH TANK FIGURE 2. 1000 GALLON PUMP TANK NTS SECTION 2 NTS SECTION 9-2 ft _ __KW �,� U_*LPCRrM3*TCR TRASH TANK NOTES AEROBIC TREATMENT TANK NOTES 1. TYPICAL SINGLE COMPARTMENT CONCRETE TANK 1. PROVIDE NUWATER BNR500:CONCRETE TANK SHOWN. OTHER CONSTRUCTION MATERIALS OF RECOMMENDED. ALL SUBSTITUTIONS SHALL BE r aym CONFIGURATIONS MAY BE ALLOWED OR REQUIRED. REVIEWED AND APPROVED BY DESIGNER. r ' I I I ,�� SEE SITE PLAN FOR SPECIFIED CONFIGURATION. 2. ALL TANKS MUST BE STATE APPROVED. REVISIONS 2. ALL TANKS MUST BE STATE APPROVED. 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED NO. DESCRIPTION DATE 2C0LPJNG 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. 1 REDESIGN 06/17/26 9 &FUXJCE t 2 REDESIGN 07/20/26 INSTALLATION GUIDELINES. 4. ALL SUBSTITUTIONS SHALL BE REVIEWED AND TTJ 217r%mmt�lJE APPROVED BY DESIGNER. 2� PUMP TANK NOTES Project: mossCw aCESMCHAAME aawRER 484 NE HURD ROAD aom WY l.490 os FLODCA 11Y494ovlos ,�osuos 1. TYPICAL SINGLE COMPARTMENT CONCRETE TANK � SHOWN. OTHER CONSTRUCTION MATERIALS OFJ ____________ BELFAIR, WA 98528 CONFIGURATIONS MAY BE ALLOWED OR REQUIRED. Tax ID# 322247590120 SEE SITE PLAN FOR SPECIFIED CONFIGURATION. 3r 2. ALL TANKS MUST BE STATE APPROVED. 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED INSLINES. 4. ALL TSUBSTITUTIONS ALLATION ESHALL BE REVIEWED AND 4 P P R.®\E D Date: December 30,2O25 % 17 APPROVED BY DESIGNER. Sheet Name MT"VWU r JUL 23 2026 System Component Details 3 / , T -SW RET MASON COUNTY ENVIRONMENTAL.HEALTH Casa. c EDS*O Sheet Number oe�srcmsx ® FIGURE S D-5 3. AEROBIC TREATMENT TANK(NUWATER BNR500 NTS SECTION PAGE 5 OF 7 CLEANOUT PORT 6"0 PVC PIPE(FIELD CUT) CALIBER WITH PVC SLIP CAP 6"0TO4"0 PVC REDUCER, SEPTIC DESIGN PVC THREADED CAP FASTEN WITH STAINLESS Feasibility-New Construction-Repair (LATERAL TO BE CENTERED STEEL SCREWS TO CHAMBER 5----�o SLAP 165 Tupleo Way IN CLEANOUT PORT) Poulsbo,WA 98370 90°PVC SWEEP ADDITIONAL COVER t.360.509.7900 LOW PROFILE GRAVELLESS CHAMBER REQUIRED=0" REQUIRED(GRAVEL&PIPE MAY BE ADDITIONAL COVER \�\\ \�; SUBSTITUTED) TRENCH WIDTH=36" LOW PROFILE GRAVELLESS REQUIRED=0" \i�\�\\ MAXIMUM TRENCH CHAMBER REQUIRED(GRAVEL& \\\\\ \\\\I I PIPE MAY BE SUBSTITUTED) DEPTH 20" I MAXIMUM TRENCH ' � DEPTH 20" I LINE OF TRENCH l PROFESSIONAL STAMP t . II I III I!I III III II III III - I LATERAL PIPE WITH 1/8"DIAMETER (= III III-_III III III III:=I' I I III II III III III -III III 11- ORIFICES AT 2'-0"OC SPACING, III �I( -III I I I_ I I (I 1 ( I I LATERAL PIPE WITH 1/8"DIAMETER VERTICAL SEPARATION IN -111 III 1 I 1- _III-:: 1 VERTICAL SEPARATION IN 1 III-1 1=III_III f f=1 ORIFICES AT ZZ'OC SPACING, III III III III::...III III 1 III I: ORIENTED AT THE 12 O'CLOCK III III-III -III III III III III NATIVE SOIL(18"MIN.) I I. .I_(.I III I: III III III.= :) POSITION. PRESSURE LINES ARE NATIVE SOIL(18"MIN.) (1: III III." III - 1..= =1 ( III =1 I ORIENTED AT THE 12 O'CLOCK 1 III III III=1 III ill III - I_I III III 1 III POSITION. PRESSURE LINES ARE III III III III 1=III I 1 =-=I_. REQUIRED TO BE SECURED TO THE (!-1 1- !f III .::III 1=III III -_II REQUIRED TO BE SECURED TO THE III ..III III III III LI , 1 III III-- TOP OF THE CHAMBER PER III LI III III III III I' u L_,i i L_ . ii ,_, TOP OF THE CHAMBER PER MANUFACTURERS SPECIFICATIONS MANUFACTURERS SPECIFICATIONS RESTRICTIVE LAYER,COMPACT + '' SCREEN PER MANUFACTURER . RESTRICTIVE LAYER,COMPACT 2t0J7t28 LENS,OR"HARDPAN"(30") +}+} } }++ ++++++++i +'}'+'+.+}+ *+ '? LICE+NSEQGNER yL�BAZELL + + + + t + + + + + + + REVIEW STAMP LATERAL-GRAVELLESS CHAMBER LATERAL- GRAVELLESS CHAMBER 1 NTS SECTION NTS SECTION GRAVEL TRENCHES ARE REQUIRED 6"0 PVC PIPE(FIELD CUT) GRAVEL TRENCHES ARE REQUIRED TO BE INSTALLED 9"INTO NATIVE SOIL 6"0 TO 4"0 PVC REDUCER, TO BE INSTALLED 9"INTO NATIVE SOIL FASTEN WITH STAINLESS 6"0 COMBO PORT STEEL SCREWS TO CHAMBER TRENCH WIDTH=3'-O"3'-0" 90°PVC SWEEP REVISIONS NON-WOVEN FILTER FABRIC ADDITIONAL COVER LATERAL PIPE WITH 1/8"DIAMETER NO. DESCRIPTION DATE (SEE STATE RS&G) REQUIRED=0" ORIFICES AT 2'-0"OC SPACING, REDESIGN 06/17/26 ADDITIONAL COVER �\\\�\\\\� 7/8"-1 1/2"WASHED DRAIN ROCK J ORIENTED AT THE 12 O'CLOCK 2 REDESIGN 07/20/26 REQUIRED=0" �`�\\� \� \i,\ TRENCH DEPTH 20" POSITION. SHIELD ORIFICES IF _ GRAVEL&PIPE ARE USED FOR 4 MAX TRENCH 7/8"-1 112 WASHED" THE DISPERSAL TRENCHES. DEPTH- Project: 20"MAX DRAIN ROCK �'%� :_. 6.1 484 NE HURD ROAD �� • 7/8°-11/2"WASHED DRAIN ROCK BELFAIR WA 98528 + i Tax I D#322247590120 > + LATERAL PIPE WITH 1/8 DIAMETER +} 18 MIN VERTICAL + + + } + t " a o ORIFICES AT 2'-0"OC SPACING, SEPARATION(NATIVE '+ + + } + + + +++ + + + + Z o + }+ + + + i '+ ORIENTED AT THE 12 O'CLOCK UNDISTURBED SOIL) `+ + ++ + + + APPROVE Date: December 30,2025 GRAVEL&PIPE ARE USED FOR THE + Sheet Name U + + } + + + + + DISPERSAL TRENCHES. +* +++ + + + + + + +++ + +. + + } + + + + + + + + + + t JUL 232026 System Component Details ++ + ++ + +++ + +++ + + ' +' MASON COUNTY ENVIRONMENTAL HEALTH + . + + + +++ + + + RET Sheet Number 3 LATERAL- SITE CONSTRUCTED GRAVEL 4 LATERAL- SITE CONSTRUCTED GRAVEL S D-6 NTS SECTION NTS SECTION PAGE 6 OF 7 FROM PUMP TANK CALIBER I SEPTIC DESIGN Feasibility-New Construction-Repair SCH40 PVC TRANSPORT LINE 165 Tupleo Way SCH40 PVC TEE(TYP) Poulsbo,WA 98370 MANIFOLD PIPING t.360.509.7900 . _. ; _ Pump Selection for a Pressurized System-Single Family Residence Project �i MANIFOLD RISER BOX WITH 484 Hurd Redesign 7,20.26 SECURABLE LID. LINE FILTER FABRIC OR SCREEN Parameters PVC REDUCER Discharge Assembly Size 2,00 Inches 16O I PROFESSIONAL STAMP BUSHING(TYP) Transport Length 86 feet L k_ F- IJ------ Transport Pipe Class 40 --_ _... PVC BALL VALVE(TYP) Transport Line Size 2.00 inches -. s R { 'i S Distributing Valve Model None 14O CH40 PVC LATERAL PIPE Ma:Elevafinn Lift 10 feet LAYOUT,QUANTITIES,AND - r'xt � �� . ( Manifold Length 30 feet ��t LENGTHS PER SD 3) Manifold Pipe Class 40 n �" .� • -t 'CS Manifold Pipe Size 1 25 inches 12O x '. Number of Laterals per Cell 3 •a r "; Lateral Length 40 feel 4 I Lateral Pipe Class 40 I __ _ Lateral Ptpe Slze 125 inches $ I i 1 21037126 Orifice Size 118 inches 1OO _.. RKHARO l DAZZEII Onfice Spacing 2 feet p ` � LICENSEDDFSIGNER Residual Head 5 feel 'y •( - - - - ------------------- - ---- — ---- E Flow Mater None inches " 'Add-on REVIEW STAMP Calculations (7" PRESSURE MANIFOLD Minimum Flow Rate per Orifice 043 gpm ` ' NTS PLAN Number of Orifices per Zone 63 c 6O Total Flow Rate per Zone 27 4 gpm F '�—'-"- Number of Laterals per Zone 3 -- -- ----• %Flow Differential 1sVLast Orifice 1.7 % - ---------- Transport Velocity 2.6 fps 4O Frictional Head Losses Loss through Discharge 1.5 feel Loss in Transport 0.9 feel PO Loss through Vave 0.0 feet I -i--' - Loss in Manifold 0.8 feet ! Loss in Laterals 0.2 feel -- Loss through Flowmeter 0.0 feet ! REVISIONS 'Add-on'Friction Losses 0.0 feet OO 1O 20 30 4O 50 6O 7O 8O NO. DESCRIPTION DATE PRESSURE DISTRIBUTION SPECIFICATION Net Discharge(gpm) 1 REDESIGN 06/17/26 System Information Pipe Volumes 2 REDESIGN 07/20/26 Vol of Transport Line 11.5 gals Vol of Manifold 2.3 gals Treatment Level: B Vol of Laterals per Zone 9.3 gals PumpData Legend Operating Capacity: 360 gallons/day Total Volume 23.2 gals PF5005 Hlgh Head Effluent Pump System Curve: Design Capacity: 360 gallons/day 50 GPM,112HP Project: 9 1151230V 10 60Hz.20a'230V 30 60Hz Pump Curve MinlmumPumpRequlrements 484 NE HURD ROAD Design Flow Rate 27.4 gpm p Septic Tank: 1250 gallons Total Dynamic Head Pun Optimal Range"183 feel BELFAIR, WA 98528 Aerobic Treatment Tank: NuWater BNR500 I Operating Point0 Tax ID#322247590120 Pump Tank: 1000 gallons IO Hydrualic Loading rate: 1.0 gallonslsq.ft.lday Design Point. Minimum Dispersal Area: 360 square feet Minimum Linear Feet or Dimension: 120 feet E D Date: a OR EQUIVALEN�PP F�®v Sheet Name December 30,2025 Percent Slope in Primary: 0-2/a Max.Trench Depth: 20 inches Or m .' JUL 23 2026 System Component Details Vertical Separation: 18 inches Additional Cover Required: 0 inches MAS0NC0UNTY ENV,ILR0NME EALTH NTAL H SEE PUMP£I NEL REQUIREMENTS ON SHEET SD-1 Sheet Number 2 PUMP CURVE S D-7 NTS PAGE7OF7