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HomeMy WebLinkAboutSWG2025-00109 - SWG Application / Design - 3/31/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,97 WA 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: SWG2025-00109 APPLICANT ANDERSON CHERYL D&MITCHELL L Phone: 360-471-5890 Address: PO BOX 175 HOODSPORT, WA 98548 CONTRACTOR TRAVIS ROWLAND Phone: 360-870-1287 Address: 1091 SE Craig Rd SHELTON,WA 98584 OWNER ANDERSON CHERYL D&MITCHELL L Phone: 360-471-5890 Address: PO BOX 175 HOODSPORT, WA 98548 SEPTIC DESIGNER JUSTIN RUSSELL Phone: 360.956.7242 Address: PO BOX 14531 TUMWATER, WA 98511 Site Address: 8101 NE North Shore Rd Primary Parcel Number: 222175000002 REVISION: Replacement 2-bedroom pressure system w/sand-lined Permit Description: bed, primary(AFN: 2239031)and reserve(AFN: 2229405) drainfields located on parcel 222172400080 Permit Submitted Date: 03/31/2025 Permit Issued Date: 04/10/2026 Issued By: David Anderson Current Permit Fees Paid: $895.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/31/2028 (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 0SS. 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. / r C n :,' ', r r. •1/1:1.1' •I , ,• - 1, (r 1• t' 1'r ,l 19'1 �I l'• A 1• 5•' J' 7 :J 1•'•I• I' I ll l �' 1 ',1'i 1 1''. 1. ,41 1 { ! / )';r; I• �., , ,. r1^ .1 u1. r ) 1 1'•, ) I. , 4 !tl1 1 al I. rl ,1 ! Ir' f r 1 ,I'• r I ss N ` 1 r rlf"' f 11 I•r, 'r' t, , r •1 ( l •, \ i IS •i1' t .I�'1 I r• "I' 1' t I .r' I, �•.< d' '# t ) I 1''l:' ,1 I 1. i; rl •� )••+' � � 'k 1 r.1 ;a• t r' •t 1'1 '•1 .}., a 't {')' 11' >• •r r r 'i' ,' .i• '{ rz• ,kl t lr'• 7 :1 'I 1 1, } r rll I 'iA•' Ii ,./. ,-r,!' I'" . ,, a a, ( , �:. ,' r ,1 h r {• 111 r ) tt.,, ! 1 } r 1, t l \t•I r I , 1 ll n,1, } ( •, ,, dl'I, !i' IL /. 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DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 1 7 -- 50 -- 0 0 0 0 2 Permit Number: S WG 2025-00109 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations 66 Drainfield orientation and layout Reference depth from original grade: 21 Soil logs 56 Trench/bed dimensions and Q( Septic tank 21 Property lines critical distances within layout Q( Drainfield cover E6 Existing and proposed wells ❑ D-Box/Valve box locations Reference depth from original grade within 100 ft of property 21 Septic tank/pump chamber and restrictive strata: 19 Measurements to cuts,banks,and locations &6 Laterals,trench/bed,top and surface water and critical areas Q( Observation port location bottom 21 Location and orientation of 2( Clean-out location O Curtain drain collector curtain drain and all absorption [6 Manifold placement 9 Sand augmentation components Orifice placement Other cross-section detail: 21 Location and dimension of Grp Lateral placement with distance 21 Observation ports/clean-outs primary system and reserve area to edge of bed 61d Buildings Other Information 21 Audible/visual alarm referenced Yes No 21 Direction of slope indicator Rf Scale of drawing shown on scale d O Design staked out 21 Waterlines bar ❑ 21 Recorded Notices attached 21 Roads, easements,driveways, ❑ 21 Waiver(s)attached parking Gib ❑ Pump curve attached E9 North arrow and scale drawing ❑ 21 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength O O Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation 21 Yes ❑ No Signature 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 on-site regulations: EH APPROVED tH.Anderson 04/10!2026 04/10/2026 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: 03/31/2028 ✓ 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 FIELD STAKING WAS DONE TO THE BEST OF OUR KNOWLEDGE OF PROPERTY LINE LOCATIONS. SOIL LOGS-2/10/26 ALPHA SEPTIC SOLUTION, LLC.,ASSUMES NO RESPONSIBILITY FOR SURVEYING PROPERTY LINE LOCATIONS. OWNER MUST ESTABLISH ACTUAL PROPERTY LINES PRIOR TO CONSTRUCTION.THIS IS 1 0-32"FILL COMPACT NOT A SURVEY. O 32-80"VERY GRAVELLY TO GRAVELLY COARSE SAND (TYPE 1) O2 0-46"FILL COMPACT 46-80"VERY GRAVELLY TO GRAVELLY COARSE SAND (TYPE 1) ® RBM IS GROUND ELEVATION AT WATER METER AT NE CORNER OF LOT. RBM EL= 15.0 1Q STUBOUT/CLEANOUT EL= 14.0 4-INCH SEWER LINE TO BE SAND BEDDED UNDER DRIVE 02 LOAD RATED 1000-GAL 2-COMPARTMENT SEPTIC TANK WITH OUTLET FILTER WITH 1/16"MESH INLET EL= 13.5 OUTLET EL= 13.2 3Q LOAD RATED 1000-GAL PUMP CHAMBER, PUMP EL=9.0 TIMER, DOSE COUNTER & ELAPSE TIME METER REQUIRED UTL2026-00018 ® 85 FT OF 1.5-INCH PVC TIGHTLINE,SCHEDULE 40 I� 7 FT OF 1.5-INCH PVC MANIFOLD,SCHEDULE 40 SETBACK TIGHTLINE TO BORED UNDER ROAD AND SLEEVED,TIGHTLINE SHALL PASS A MINIMUM OF 20 P�R QEop a0 \�.\ .0 20'BUILDING SETBACK INCHES UNDER THE PUD WATER LINE AT A 90°ANGLE AS SHOWN. 22\�2 \�Xi 5Q 1-INCH DRY LINE TO BE IN SLEEVING UNDER ROAD FOR FUTURE SHOP WITH BATH ON PARCEL 22217-24-00080 FLOW LINES AND TIGHTLINES TO BE DOUBLE-SLEEVED UNDER DRIVE. TANKS ARE LOCATED IN PROPOSED DRIVE TURNROUND AND SHALL BE LOAD-RATED WITH STEEL RISERS AND LIDS TO ALLOW VEHICLE CROSSING. THE ESERVE AREA WILL BE ON THE 6.24 ACRES ARCOSS NORTHSHORE RD.TAX PRCEL N �1ORSNSNOR�R° K 22217 240 O80. DECLARATION OF COVENANT HAS BEEN RECORDED,AFN 2229405 . UTILITY 522 NO WELLS WITHIN 200 FT OF PROPOSED DRAINFIELD KNOWN TO DESIGNER. TEMP POLE The primary drainfield area will be on the 6.24 acres across Northshore Rd tax POLE l WATER 32' parcel 222172400080. Declaration of covenant has been recorded, AFN: PUD WATER LINE METER 0 30' 2239031 • II' Double sleeve within 10 ft of s 2 _ 1 pressurized water supply line(s)DA 2 i PROPOSED DRIVE WATER EXISTING HOME J• 2_g0°R� 15.124 30'BULKHEAD •� L ti� : ..•,�'�2 PREP y HWM SETBACK +_• , 22034STINSRUssn, 7`�'• SEDp1:5iG�! Y, EXISTING �: ` : • HOME- • FROM F�OO° r r r - ____________ C0IvIMQ.N LINE TO% G` �� r r r r r rrrrr r EH APPROVED '`��.` PER p�P ..: ;: `:• : r9.Anderson 04/10/2026 • r r r r � r r r r REVISION DUE TO PUD LOCATING PUBLIC r r r r r r r r WATER LINE WITHIN 10' OF PROPOSED DRAINFIELD / err rrr HOOD rrrrr - rr EXISTING r r r r CANAL r r -' r r NOTE: A FEE WILL BE CHARGED AFTER INSTALLATION BULKHEAD COMMON LINE r r - - r FOR FINAL INSPECTION AND RECORD DRAWING SHEET 1 OF 3 PER SURVEY r r r r r r DIRECTIONS: ALPHA SEPTIC SOLUTION, LLC. r r r r -BEL AIRE COVE TR A COMMUNITY TIDELANDS' r r r r FROM FRONT ST AND HWY 3 N,HEAD NORTH ON HWY 3 N,TURN LEFT ON HWY 300 W,LEFT TO STAY ON HWY 300 W,CONTINUE PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 r r r r r r STRAIGHT ONTO NE NORTH SHORE RD TO SITE ON LEFT. _ rrrrrrrrrr r � rrr r rrr CUSTOMER: PROPERTY SIZE: r r r r 64.66 NE NORTH SHORE RD r MITCH ANDERSON rrrrrr - rrr rrrrrr - r _ 0.13 ACRES rr - rrr - - rr 63.43 r r r r r r r r r r r ,� r r HOME-TANKS 22217-50-00002 PROJECT NUMBER: - r - r r - r r - - r DRAINFIELD 22217-24-00080' SITE r r r r r NE BELAIRE DR r SITE ADDRESS: r r r HOOD-' 8101 NE NORTH SHORE RD 74.84 CANAL LEGAL: r BEL AIRE COVE TR 2 USER MANUAL The system owner is responsible for: 1)the continuous operation and maintenance of the system,and 2)keeping 4"PVC Inspection Port the flow of sewage to the system at or below the operating capacity and sewage quality. Fabric Wrapped Original Grade t =0 Regular use of chlorine and/or abrasive cleaning products may shorten the life of the system. o • ; ': o o- 0 Fats,oils,and greases should be wiped off dishes and cookware before washing. ' -' - 0 Strong chemicals such as paints and thinners,solvents,pesticides,etc.are NOT to be discarded into the 12„ Sandy Loam L dm y Sand- Filter Fabric system via drains. Paint brushes should be washed in vessels and water discarded outside of the system. °' Backfill o • o 0 Long-term use of medications can kill the bacteria in your tank. Have your system inspected more frequently. 24" 0 Septic tank should be pumped every three to five years depending on use and scum/sludge accumulation. 0 Outlet filter should be checked and cleaned once every two years. Filter may be hosed off into the first Graveless chamber compartment of the septic tank. 12" �o' o o o 0 Pump chamber should be pumped and cleaned at the same time the septic tank is pumped and cleaned. 52" 0 Maintain good water conservation practices. This will keep the system from being hydraulically PVC Perf Pipe overloaded. Garbage disposals are to be avoided. 0 If your alarm should sound off,check the power to the pump,check circuit breaker,and check for any 10, r• fixtures that may be leaking in the system. If still at a loss for what set off your alarm,call your septic . installer or the county health department for help. 0 Avoid removal,disturbance or compaction of the soil in the drain field and reserve areas. Landscaping 28" 30 MIL LINER could damage the drain field and render the reserve area unusable. Normal lawn mowing and .• - ' . maintenance is encouraged. :ASTM C 33 Sand` • 6"INTO NATIVE CONSTRUCTION NOTES BED DIMENSIONS: 10'X 24' REQUIRES 30 MIL LINER 10,0" BED DEPTH: 36" 24"ASTM C-33 SAND UNDER BED 28"Vertical GRAVELESS CHAMBERS-NOT LOW PROFILE (INFILTRATOR QUICK 4 PLUS) Separation PUMP MODEL: LIBERTY 250 (26.04 GPM, 10.19'TDH) 24"MIN SQUIRT HEIGHT CHECK VALVE AND HIGH LEVEL ALARM REQUIRED IN PUMP CHAMBER DOSE VOLUME: 45 GAL PER TIMER CONTROLLED AT 1 MINUTE 43 SECONDS ON,SIX HOURS OFF. 1, HOLES AT 12 O'CLOCK TIMER, DOSE COUNTER &ELAPSE TIME METER REQUIRED q y/F/Z6 1 .25" PVC Pipe 3/1 6th" Holes USE"T"TO"T"TYPE CONSTRUCTION Q'° �' f2•, SCHD 40 END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH THREADED o 0= END CAP, AND SHALL BE MARKED WITH LOCATOR TAPE, REBAR, 22030834 JUSTINS RUSSELL :_ 20�i OR ACCESS PORT TO SURFACE. ` "LMNSEDDE5ICNrfi II EXAMPLE LATERAL PVC Perf Pipe Detail GENERAL NOTES Not to Scale OWNER/INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING VEGETATION IN PRIMARY OR RESERVE DRAINFIELD AREAS.REMOVING OR DISTURBING SOIL TRENCH BOTTOM REBAR COULD RENDER SITE UNUSABLE. EH APPROVED ANY ALTERATIONS OF THIS DESIGN MUST FIRST BE APPROVED BY ALPHA SEPTIC SOLUTION, LLC.,AND THE APPROVING COUNTY HEALTH SANITARIAN. i A.Anderson 04/10/2026 NOTE:LATERALS TO BE LAYED ON BOTTOM OF TRENCH AND THIS DESIGN IS SITE SPECIFIC AND CONFORMS TO STATE AND COUNTY HEALTH DEPARTMENT STAKED IN PLACE WITH"U"SHAPED OF 3/8th INCH REBAR REQUIREMENTS. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ITS LONGEVITY. THE TO KEEP LATERAL FROM MOVING IN TRENCH. ANCHOR REVISION DUE TO PUD LOCATING PUBLIC OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE EVERY 20 FEET. WATER LINE WITHIN 10' OF PROPOSED DRAINFIELD SYSTEM AT NO COST TO ALPHA SEPTIC SOLUTION, LLC. 90- Degree Lateral Cleanout Detail ALL CONSTRUCTION MATERIALS INSTALLED IN THIS SYSTEM SHALL CONFORM TO ALL /1 6" ipe with cap for SHEET 2 OF 3 APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. finished inspection and cleanout ALPHA SEPTIC SOLUTION, LLC. CONTACT ALPHA SEPTIC SOLUTION, LLC., FOR FINAL INSPECTION OF THE INSTALLATION.ALL grade ;_ • -•, • - threaded cap PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 COMPONENTS, INCLUDING TANKS,LIDS,TIGHTLINE,DRAINFIELD,AND WATER LINES,MUST BE sc(rirfy IpartJackfl — OPEN FOR INSPECTION. RETURN VISITS DUE TO INACCESSIBLE COMPONENTS SHALL BE CUSTOMER: MITCH ANDERSON PROPERTY SIZE: CHARGED TO THE INSTALLER. - 0.13 ACRES sweep 90 fitting TP#: PROJECT NUMBER: STORM WATER RUN-OFF, FOOTING DRAINS, AND ROOF DRAINS MUST BE DIVERTED AWAY 22217-50-00002 FROM ANY SEPTIC SYSTEM COMPONENTS. end of trench or bed SITE ADDRESS: 8101 NE NORTH SHORE RD NO WATER LINE SHALL BE WITHIN 10 FEET OF,OR CROSS,ANY SEPTIC SYSTEM COMPONENT, UNLESS PROVISION HAS BEEN MADE. LEGAL: BEL AIRE COVE TR 2 graveless chamber end audio/visual alarm and control panel riser to surface riser to surface finished grade riser to surface riser to surface tightline to 18' max c ver drain field outlet 1000-gal inlet el = 13.5 [ ] filter pump chamber ie 13.2 1000-gal draw down 2-compartment 2"/min septic tank effluent pump_ on el=9.0 EH APPROVED Anderson 04/10/2026 REVISION DUE TO PUD LOCATING PUBLIC WATER LINE WITHIN 10' OF PROPOSED DRAINFIELD TANK SKETCH ALPHA SEPTIC SOLUTION, LLC. PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 PROPERTY SIZE: CUSTOMER: MITCH ANDERSON 0.13 ACRES 22 30834 . TP#: 22217-50-00002 PROJECT NUMBER: JUSTIN S RUS5U �• TicJ'Nseo oEsi�ivr.ri SITE ADDRESS: 8101 NE NORTH SHORE RD LEGAL: BEL AIRE COVE TR 2 ALPHA. SEPTIC SOLUTION, LLC. APPLICANT: MITCH ANDERSON DATE: April 8, 2026 PARCEL #: HOME 22217-50-00002 DI PRESSURE SYSTEM - 3 LATERALS System Parameters Pressure Calculations Orifice Size 3116 inches Minimum Orifice Discharge Rate 0.62 gpm Residual Head at Last Orifice 2 feet Total Lateral Length 69 feet Orifice Spacing 1.6 feet Number Orifices Lateral 1 14 Number Orifices Lateral 2 14 Number Laterals 3 Number Orifices Lateral 3 14 Lateral 1 Length 23 feet Total Discharge Rate 26.04 gpm Lateral 2 Length 23 feet Lateral 3 Length 23 feet Friction Loss Pipe Class 40 Tightline Friction Loss 3.44 feet Lateral Line Size 1.25 inches Manifold Friction Loss 0.28 feet Lateral Elevation 13 feet Lateral Friction Loss 0.26 feet Friction Loss through System 3.98 feet Manifold Length 7 feet Manifold Size 1.5 inches Dynamic Head Residual Head at Last Orifice 2 feet Elevation Difference 4 feet Add-on Friction Loss 0.2 feet Elevation Difference 4 feet Tightline Length 85 feet Total Dynamic Head Loss 10.18 feet Tightline Size 1.5 inches Total Discharge Rate 26.04 gpm Add-on Friction Loss 0.2 feet Total Dynamic Head 10.18 feet Drain Down Calculation: If orifice orientation is 12 O'clock,the following calculation does not apply. Orifice Orientation 12 O'Clock Length of Pipe 69 feet Liquid Volume in Pipe 5.38 gal Drain Down Volume 2.69 gal 5X Volume 13.46 gal Dose Volume 45 ... Dose volume meets 5X rule: N/A � F, 22030834 '% R(JSEH APPROVED LICFN�EosOR ro er� A.Anderson 04/10/2026 ALPHA SEPTIC SOLUTION, LLC. ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: April 8, 2026 APPLICANT: MITCH ANDERSON LEGAL: BELAIRE COVE TR 2555/236 PARCEL#: HOME 22217-50-00002 OF 22217-24-00080 PROJECT #: DESCRIPTION: NEW CONSTRUCTION OF 2-BEDROOM HOME PROJECT DETAILS: NUMBER OF BEDROOMS 2 GALLONS PER DAY(GPD) FLOW 240 OPERATING CAPACITY(GPD) 180 APPLICATION RATE 1.00 DRAINFIELD -Absorption Area Required 240 SQ.FT .4 1, -Absorption Area Designed 240 SQ.FT ,� ,, -Trench/Bed Length 24 FT 'E2 -Trench/Bed Width 10 FTC a;o�asaa , 7fEN5EU P!'slr N f;"' DRAINFIELD CROSS SECTION - Depth below Original Grade 24 INCHES - Graveless Chambers 12 INCHES - Sand under Trench/Bed 28 INCHES -Vertical Separation 28 INCHES - Fill Depth 12 INCHES SEPTIC TANK -Size&Composition 1000 GAL CONCRETE - New/Existing New EH APPROVED A.Anderson 04/10/2026 bb,or'tyPumpso A Family and Employee Owned Company ® 0 0 1/3 hp Sump/Effluent Pumps LITERS PER MINUTE 0 20 40 60 80 100 120 140 160 180 25 7 Moat 20 6 iiiiiiii VI 15 H w w LL C Z C Z a 4 — J Q y sue, 10 3 22030834 JUSTIN 5 RUSSELL __ U i LICENSED DESIGNER 2 1 EH APPROVED Anderson 04/10/2026 0 0 0 10 20 30 40 50 2 6, Ci(..y US GALLONS PER MINUTE Copyright©Liberty Pumps,Inc.2025 All rights reserved. Specifications subject to change without notice. 250_P 1 804/2025 7000 Apple Tree Avenue Bergen NY 74476 17 Phone 1-800-543-2550 11 Fax 1-585-494-1839 17 EmailLiberty@LibertyPumps.com TI Web www.LibertyPumps.com