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HomeMy WebLinkAboutSWG2022-00611 - SWG Application / Design - 12/9/20220, OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: • • �� cn D COMMUNITY SERVICES AMOU3C( DU . RECEIVE cn 0 m vv CA Public Health(Community Health/Environmental Health) C cn 0 . 967o.ext Shelton. �275 7.e SWG .�1 - m 6 4 I� o 2 415 N.6M Street-Shelton,WA 98584 Z ui ON-SITE SEWAGE SYSTEM APPLICATION v M n APPLICANT PHONE m m r ANTHONY NGO z MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE g 13851 NE NORTH SHORE ROAD BELFAIR WA 98528 z SITE ADDRESS-STREET,CITY,ZIP CODE SAME AS MAILING I `o NAME OF DESIGNER PHONE I IV ROBERT H. PAYSSE 360-426-1803 NAME OF INSTALLER PHONE 0 I N TBD < PERMIT� TYPE(select one) DRINKING WATER SOURCE MII IV LYJ RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS El PRIVATE INDIVIDUAL WELL 5 PRIVATE TWO-PARTY WELL Z I V TYPE OF WDRI((select one) 71 PUBLIC WATER SYSTEM q 6 NEW CONSTRUCTION/UPGRADES pp REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I Ul SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE gi SHORELINE 03 I�DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r" (� I O WAIVER(S)(IF APPLICABLE) 5 1.7 0 I t O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) FROM BELFAIR HEAD OUT NORTH SHORE ROAD TO SITE ADDRESS 13851 ON LEFT I O SIDE OF ROAD. o I O I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS D► 0- '' C� 0 &MS � � M T k- Pa b , (cam ' L j lb —1 DEC 0 9 2022 By 1 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 ATION APPROVED/ISSUED BY DATE lahesill t�- ►'1 -2-5 I �� 1--t1-Z IS FOR M MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE t EVISED 12/712015 A MASON COUNTY 415 N 6TH STREET, 0427-967 , 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 . „;:,illELMA:360-482-5269,EXT 400 . . : Public Health & Human Services . <:,,:�,,•. FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00611 APPLICANT NGO ET UX ANTHONY Phone: Address: DIANE VO BELFAIR, WA 98528 OWNER NGO ET UX ANTHONY Phone: Address: DIANE VO BELFAIR, WA 98528 SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: 13851 NE North Shore Rd Primary Parcel Number: 322275000002 Permit Description: Replacement upgrade five bdrm-Nuwater drip with Class A waivers Permit Submitted Date: 12/09/2022 Permit Issued Date: 01/17/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/19/2025 (based on date of inspection) Permit Conditions: 1 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 Drain field 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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. . DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 2 7 — 5 0 — 0 0 0 0 2 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" O PARCEL IDENTIFICATION Permit Number: SWG 9.-D).Z- ©D6 (t Designer's Name: ROBERT H.PAYSSE ANTHONY NGO 360-426-1803 Applicant's Name: Designer's Phone Number: Mailing Address: 13851 NE NORTH SHORE RD Designer's Address: 3083 E MASON BENSON RD BELFAIR WA 98528 GRAPEVIEW WA 98546 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑ Glendon Biofilter ❑Sand Filter ❑ Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: 'Aerobic Unit Make/Model NUWTER BNR600 ❑ Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity 0 Pressure 0 Trench 0 Bed NS Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 5 Schedule/Class NETAFIM Daily Flow: Operating Capacity 450 gpd Length 200 ft Daily Flow: Design Flow 600 gpd Diameter 0.5 in Septic Tank Capacity(working) BNR600 gal Number 4 Receiving Soil Type(1-6) 3 Separation 1.5 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 750 ft-2 Total Number of Orifices 800 EMITTERS Designed Primary Area 1200 ft2 Diameter .42 GPH in Designed Reserve Area 1200 ft2 Spacing 12 in Trench/Bed Width NA ft Manifold Trench/Bed Length NA ft Schedule/Class SCH. 40 Elevation Measurements Length 24 ft Original Drainfield Area Slope 0-2 % Diameter 1 in New Slope,If Altered 0-2 % Preferred manifold configuration used? l 'Yes 0 No Depth of Excavation Up-slope 6-8 in Transport Pipe from Original Grade Down-slope 6-8 in Schedule/Class SCH. 40 Designed Vertical Separation 12+ in Length 130 ft Gravelless Chambers Required? 0 Yes El No 0 Optional Diameter 1 in Pump Required? lif Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 24 Diff. in Elevation Between Pump&Uppermost Orifice 15 ft Dose quantity 26.3 gal Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 2200 gal Uppermost Orifice g Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 11.7 gpm gTimer [Elapse Meter R'Event Counter Calculated Total Pressure Head 105 ft If Timer: Pump on 5 MIN ,Pump off 55 MIN Comments DESIGN FORM-PAGE TWO Assessor's Parcel Number:3 2 2 2 7 - 5 0 -- 0 0 0 0 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations 62! Drainfield orientation and layout Reference depth from original grade: O Soil logs g Trench/bed dimensions and [1 Septic tank g Property lines critical distances within layout L ' Drainfield cover g Existingand proposed wells g D-Box/Valve box locations P p Reference depth from original grade within 100 ft of property lit! Septic tank/pump chamber and restrictive strata: 0 Measurements to cuts,banks,and locations F2fLaterals,trench/bed,top and surface water and critical areas g Observation port location bottom 0 Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption Eid Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: Location and dimension of g Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Buildings g Other Information ig g Audible/visual alarm referenced Yes No O Direction of slope indicator gj Scale of drawing shown on scale d 0 Designstaked out O Waterlines bar 0 if Recorded Notices attached O Roads,easements,driveways, [ 0 Waiver(s)attached parking I/ ❑ Pump curve attached 0 North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification O RI Waste strength O I'Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation g Yes 0 No 2. z Signature of edtrA-4'44-41it ! )gf' z er 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: �� I - (7-2-3 E 41" ental tHealth Specialist Date CAUTION: DESIGN APP OVAL 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: �a-- / 6-2 S ✓ 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 , \ \ /N. ........._ ----- '( 700, EXIST.WELL —\, C100 /'�� ��\� EXIST. WELL // I I EXIST. WELL I \ / I I \ I N.... R50, I EXCAVATION OF I I I EXIST. I I HILLSIDE REQUIRED I � ,,---- SHOP FOR INSTALLATION ;'C I I 400" N / \ 41 `...... / \ l� ' I ,,,,,,- ..:, /1/ --7- / - . \ II , liiiji i—_ , \ I / I`I \\ --\`_— ---� �_ 26' \\. _ — '---- ------- RESERVE - 24X50, 1200 FP _......_ \\I 001 1111II .� I 1 \�'-----. ------ / XIST. 5 BEDROOM PRIMARY '' CIARA ' GE ,- ' / ; 24X50, 1200 FT2 1 APPROXIMATE __ _.I___— / PROPOSED TANKS EXISTING i i HOME I I LOCATION 25FT+ I I APPROX. OHWM FROM WATER. I---- ' _ CONCRETE TANKS PUMP &ABANDON _ I W/ WATERPROOF EXIST. TANK& DFATEXIST. TANK '-- • COATING REQ. IF TIME OF INSTALLATION --------- EXIST. DRAINFIELD WITHIN SOFTOF WATER, SEE WAIVER `,''I�. $ 11$'1/4` 7.y+ HOOD CANAL `\�,`,, I ..- •I/a ROBERT/I PAI M �`� I I EXPiRES ANBE ASBUILT/CHARGED INSTALLATTIME SIGNOFFOF FEEINSTALLATION WILL PIONEER DIGGING CUSTOMER: ANTHONY NGO TEST HOLE I: TEST HOLE 2: INC. PARCEL# 32227 50 00002 o-6o Gas o 6o"s NO RL FOUND NO RL FOUND SEPTIC DESIGNS ADDRESS: 13851 NORTH SHORE RD 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER ROBERT H.PAYSSE PDCW�THIS 111 NOT D"SURVEY.REFEANDCES OINCLUDE AFFUCAINTEND D PROVIDED FLITS ORDA SURVEYS.FIELD MSY REF AND EN COUNTY OIS.DESIGN INTENDED FOR SEPTIC OFFICE-360-426-1803 FAX-360-427-2353 T-T�-T� ry s Tom' C/- e' PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER SH EL 1: SITE I LA S ALE 1"-L DEPARTMENT/AGENCY RENEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS / -� \ �� \ AN ASBUILT/INSTALL SIGNOFF FEE WILL ,\\, - -- \\ BE CHARGED AT TIME OF INSTALLATION , S \\ o \ �` j �1 (1` n �l (1 rl \�O , k , , ....c(, , 24, ;/ �� i �O 1, I i ,1 I , 1 1 I I 1 I I 1 1 l` I `\ I 1 \\ I I I .` I I "�' PRIMARY AREA RESERVE AREA N 1200 F 12 I 1200 F 11 4 LATERALS 0 ; 200FT EA I I ' I , , , , , I HEADWORKS • ....7 / -.....„, AIR-VAC _ o 0 RELIEF VALVE LNETAFIM DRIPLINE " FLEX PIPE `�4�.44, 0 o re,'"us''',WAa,, r FINISHED GRADE ;�: � FOBE[2T li i11Y5 SE S /�j/� • I� !,F /0; . /• \'\v�\'\\•\\•p•p•\vp•p•p•\\'\\'vvvvvvvp•\v\v\ .MILL i I// Y ///I• . i- . f�:•ii:. ./,\./,p//\\//p//\.//p//\\/O��\/O//Q// `�`Z`, EXPIRES t7TT NETAFIM DRIPLINE CUSTOMER ANTHONY NGO TEST HOLE I: TEST HOLE 2: PIONEER DIGGING INC. PARCEL#:32227 50 00002 NO r'S 60 cL5 } NO RL FOUND NO RI.FOUND SEPTIC DESIGNS ADDRFSS: 13851 NORTH SHORE RD DISCLAIMER THUS IS NOT A SURVEY.REFERENCES INCLUDE.APPLICANT/CWNTY PROVIDED 3083 E MASON BENSON RD. GRAPEVIEW,WA 9854G DESIGNER: ROBERT H.PAYSSE PLATS OR SURVEYS.FIELD MEASUREENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC OFFICE 360 4261803 FAX 360 427 2353 PURPOSES ARTME /AGE PROPOSED DEVELOPMENT MAYL OR SUBJECT E OTTEO TO SHEET: DF DETAIL SCALE: I"=IO' SEPTIC COMPONENTS RENEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED ATED TO SEPTIC COMPONENTS. • z I— 7 I „ L../ `,' V z Z Y Q 14111 LL Q /l ^oz• � Z ILJIIIIIII S4. 6 4. ,`•C - 6;; "x',n' \ gi4. p�// 4 ..6,I•• ;111 6. G ism " Q/ rl I- 1 - < ce w-i >,'':: ce '� U i_. _ Lut..si < 1.______,...... ... (..) ._.. i_. I v, ,{` �,.. _ K I- I }- 1 0 < L.L V o > ` I- t.n 1I1n1111 j Q v) W co 0 = o ti w Qikr) z� o < - o m U L N lioni ;� H S •' L- O 1-1-1 ` 8uj cu N = Q m -, v z � c ca o 0 0 C N lid • ry 0 Wce 1.1I I ILL1.I I. O r2 0-, - z N r. n < o = r oo :... , : z I �,� 3.-nitrl , r J Z 1 'Ir--1 Z .t(7) 00 N. } w Ce tKIa O oc H Q E-- O � /- z C.) W w m ZLa_ E— Q m = ; z cnz . w � � Z Z O .-� d L �; � Z o Q 0 M F.-- 7 DVAL PORTAERAIOR �UDVENT� OPTKONAIINGPOVNO BLOWER LOCATION. 2!•GAST IN SCREws WATERTIGHT UP AND SCREWS / IMI 36' 1.OVC In Pi•� . O 14. - _ \\ 1- o= �i/2'PVC AIRLINE 41 t - a • 1 — 2•COVRLING ` . &REDIKER S� l •11 / I '.-� „L 1 LET TO DRAINFIELD • WATER TICI,1— :I i_~ \-1'PVC SLUDGE — . WAITER TIGHT FLEXIBLE iITT1A- 2'TEE RETURN UNE \--- FLEKIBLE FITTING , BAFFLE ••• - .- 2'vVC DK:ESTERCHAMIER • � � OPERATING WACIIY all CAL • FLOOD CAPACITY.518 GALLONS , • TANKS MUST BE � � y • ;, OPERATING• D.8SHCAPACITY r65 CAL O N STATE DOH .. FLOOD CAPACITY 506 GALLONS ; APPROVED LIST Nl/WA/LR BNR 600 `. OF SEWAGE TANKS • ° o • • OIOFl/SER BARS Q) •• `�-0 PARALLEL TO TANK WALLa/• • 0 SLVDGERERAN - USE TANKS FITTED • • . o ._ •• . W/CAST IN WATER 4. • - •• • TIGHT FITTINGS FOR PUMP TANKS 7 . . •• . `- INLET/OUTLES AND OVER 1000 GAL. " ` ' CAST IN RISER REQUIRES TWO ADAPTERS TO ACCESS RISERS ENSURE WATER TO GRADE NUWATER CONTROL PANEL TIGHTNESS 24"RIBBED RISERS . ET r i— W/WATER TIGHT LIDS a a a FINISHED GRADE • ELECTRICAL WORK DONE BY LICENSED ELECTRICIAN 4 T �� ' TRANSPORT LINE LLRC I RICAL CON WTI -— • INLET n ki UNION Sr BALL VALVE WATER-TIGHT '• 2250 GALLON WATER77GHT CHECK VALVE JOINTS ..• CONCRETE PUMP TANK . (32.5 GAL./IN.) HIGH WATER FLOAT _ FLO-INDUCER y ON/OFF FLOAT L ?, ' ;; USE RUBBER �,• GROMETS FOR �t-.0.Waw,-� ;, PUMP: ORENCO PF2010 TRANSPORT LINE AND ELECTRICAL a ! *A. B -• • •- 'l'...... .r,•- '1: ."....•• _ .. •`:a*. ..•, ' -- I ON RISERS. MAKE :• a • ,41 SURE ALL HOLES . i 0: ?CM TH'RA,LSE 7% ARE WATER-TIGHT Ex ;_S T�T CUSTOMER: ANTHONY NGO ALE NA PIONEER DIGGING T , 11 vC• PARCEL#:32227-50-00002 INSTALL TANKS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS: 13851 NORTH SHORE RD COMPACTED LEVEL SOILS. RUN CROSS 3083 E MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO AVOID SETTLING. SHEET: TANKS DETAIL OFFICE-360-426-1803 FAX•360-427-2353 • 400 s (H D Fowler Company , PRO Series.60 Hz.03-1.5 hp -. 350 5 a a ' $ •- -4 - -- •. Continuous Flush Headwork lg ' Quality Performance,Long-Life and ti Reliable Onsite Effluent Control ete.,.•, •Applications: - Dowse wastewater d,p deposalsystems ` r a 1 - • �' T-' • Rase appacborn naucnq naracosH �a a o • ._ - - treated eevM 9esQn�for rngsaon and .sane. other ��nonchsofecled water "•' • m alreooas system such as Sr a .q..;ra) 4 , .; aremewewdItoo moral system �• • l irervesarg systems 2 200 ., : ' , . r r •• G»rwar.eyef.ms B ~par eaec9se rerno•ii a Beers e required V -` • -e a _... a • Typery etl MO Aeee9Yeen alteehtem -, •a .. • piodeee whistuerd*etaWeS Winne tYQII_. 1 f PF�S� i do be used Oxalis:c s-Mptn seven 't 1 r f 1 •• 1 Oak I jirI ttPi prepu ledge Yid ops don The PIar:MWORR3a Cowes y '• •� .ardrdk a2l'drew ` 1KT . ` . I '.`••-•'� S.s. c. UU •---'----•--- • --•' II a . • .f�. - yI�~� ~ a r T �' ' ' 1'‘ •.y 0 5 10 15 20 25 30 35 40 I''.'• ..•'• • l$: Flown gallons per minute(gpm) • s1o3n ;o H se C, � a. -.a -tC = w1 EXFiRES • System Data Input Calculation Outputs Gallons Per Day 600 Total System Information • Apptcabon Area Required(square feet; 1,126 Soil Loading Rate(Salons/Sq.FL/Per Day(GPO)) 0.633 Total Arrouri of Bioinee Required(feet 760 Total Number of Emtters in the Drip'ed 760 Select Engler Flow Rate(GPH) 042 Zone Information Select E niter Sofia rg(incrtre) 12 Number of Zones• 1 - Amount of Birdne°Per Zone(leet) 760 1 Flan Valoa t•.' 2 Number of Emters Per Zone 760 Minimum Nunrter of laterals Per Zone' 4 Assum•tions Maximum Nonaer of Laterals Per Zone 6 Estimated Ptmp Flow Rating(GPM) ,,..-_-,•,.,r.. Number of Laterals That WI be teed laillintag Mammon Length of Blot no'Laterals Based on Hat Pressure• 221 het Pressure(pair 26 Flow Rate Per Zone(GPM) 6.3 Holding Capacity of Dripped rte Per Zone(Gallons; 10.0 ktlet Pressure(Feet of Heady 57.8 Additional Flow Requirement to Accommodate Fleshing Velocity 6A Row Spacing Between Dapines(foot) 1.5 Holding Capacity of Piping Hoklirg Capacity(Galore)of Sappy Line&Supply&Flush Manifolds 6.6 Number of Zones 1 ... Folding Capacity(Gallons per Zone)of Biof ne 10.0 Hotarg Capacity(Galore)of Supply Line.Mari folds and Dapper no' 1511 Hour Per Day to Use for Dosing 24 Head Loss Data-Dosing&Flushing Cycle Elevation Charge born Pump to Dose Tank OWet(feet) 6 FnnAon Loss per 100'(psi)in Supply Lira&Manifolds' 3.2 Vewuty(fps) 4.3 Elovo9on Charge from Dose Tank to One Fied(?set' 10 Faction Loss in Supply Linea Supply Manifolds(psi) 4.1 Faction Loss in Supply Line&Sappy Mar.bCs(Feel of Head) 9.6 Lergtt of Supply Line&Supply a Flush Man folds(feet) 130 Additional Pressure Required for Return Marilotl and Pipi rg to Tank(pn)•,i IIIIIIIII Additional Pressure Required for Return Manifold end Pipirg to Tar*(Feet of Head) 23.1 TOM(Total Dynamic Head)in Feet of Head 106.4 Type of Pipe-Sappy Line&Marifods PVC Sch40 Control Settings Information Total System Ruente Per Day OArnlesr 114 Sim or Suppyd Man fold Pipe(inches)" 1 Total Runtime Pe•Zone Per Day(Minces) 114 Total System Dosing Events Per Day,. 24 Pipe Rorgfrtess CoramrO 150 Runtime For Each Dose(straw) 6 Off Time Between Doses in the Same Zone(Hours to nearest 0.1 r 0.9 belle Diameter of Pipe(inches) 1.049 Miscellaneous Information Number of Daily Dosing Events Per Zone . M.. .-.:t Dosing Voksne Per Emitter Per Dose(galons) 0.04 Inches Per Week of Dosing 5.99 Volume of a Single Dose(0aibrer 26.3 Pump Selection Puny Flow Rating(GPM' 11.7 Save to File TON(Total Dyrrarrac Head in Feel of Headi' 106A Purrp Mandacturef llil Poop Mode PIONEER DIGGING, INC. CUSTOMER:EEL 222 0-00000Y 2� SEPTIC DESIGNS ADDRESS: 13851 NORTH SHORE RD 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE OFFICE-360-426-1803 FAX-360-427-2353 SHEET: CALCS SCALE NA Installation & System Notes 1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids, transport line, drainfield, and water lines must be open for inspection. A$300.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. 2.This septic design must be installed by a certified installer with the local health department. All components shall be installed according to state, county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the designer and local health department prior to attempting installation. 3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately. 4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot developer,or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void. 5.The property owner and installer are responsible for locating all underground utilities (ex. water,gas,electric) prior to installation. Any utility locations shown within design drawings are likely approximate and may not be exact. 6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and maintenance. Component manufacturers (ex. ATU,Glendons,) may have other requirements not listed within this design. 7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed) and must be permitted through Labor and Industries. 8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet weather conditions may render this design void. 9. Maintain loft to waterlines with all septic components. If less than 10ft is required,sleeving in sch.40 pvc is required. If sewage transport lines and waterlines must cross,waterline must be 18" above sewage line with one of the lines sleeved in sch. 40 pvc 10ft in each direction of crossing. 10. This design may include waiver applications with specific mitigation measures pertaining to installation,operation and maintenance of the proposed components. 11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain, foundation, perimeter drains shall be installed 30ft downslope and 10ft upslope of drainfield areas. 12.This design is site specific and intended to meet state and county requirements that are related to the system components being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings may or may not meet other requirements. 13. All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance information, refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval. 14. System owner should be cautious of landscaping around septic components. Root intrusion can cause premature failure of the drainfield area. In addition, bushes and trees should be kept away from lids and other septic maintenance points. ``{ f .05 e34 CUSTOMER: ANTHONY NGO , ' �' PIONEER DI��IN� INC. SSCO3IT PARCEL# 32227 50-00002 {Q' ReeeaT H varsse • SEPTIC DESIGNS ADDRESS: 13851 NORTH SHORE RD .1, i 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE OFFICE-360-426-1803 FAX-360-427-2353 SHEET: NOTES SCALE NA