Loading...
HomeMy WebLinkAboutSWG2023-00129 - SWG Application / Design - 4/10/2023 eNtia, . MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 k._ Public Health & Human Services ELMA:360-482-5269,EXT 400 • FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00129 APPLICANT CAUDLE SEAN L &JAMIE Phone: Address: 4991 E RASOR RD W BELFAIR, WA 98528 OWNER CAUDLE SEAN L &JAMIE Phone: Address: 4991 E RASOR RD W 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: 4991 E RASOR RD WEST Primary Parcel Number: 222235103009 Permit Description: Non-compliant repair 2bd ATU to pressure trench Permit Submitted Date: 04/10/2023 Permit Issued Date: 04/12/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/11/2024 (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. 7 This septic system was oversized to mitigate for the absence of a designated reserve drain field area and not to accommodate any extra bedrooms 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. r # u&ems GPM Z__. • OFFICIAL USE ONLY C DATE RECEIVED: 1 L- 0 ` -\ MASON COUNTY 7 COMMUNITY SERVICES AMOUI RECEIVE W Cl) v mCn Public Health(Community C Health/Environmental Health) (n 360 427 th Street ext.t-Sh40 or 34 9858475 ,eat.400 S W G ab '13 -00l 'gel o o 415 N.6ih S[reet Shthor�WA 96594 Z U) ON-SITE SEWAGE SYSTEM APPLICATION 3 m n APP'�,CANT PHONE m I— JAMIE CAUDLE z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E 4991 E RASOR ROAD WEST BELFAIR WA 98528 co 73 SITE ADDRESS-STREET.CITY.ZIP CODE 0 SAME AS MAILING I N NAME OF DESIGNER PHONE I Ni ROBERT H. PAYSSE 360-426-1803 , NAME OF INSTALLER PHONE 0 v I Ni TBD ry (n PERMIT TYPE(select one) DRINKING WATER SOURCE I 17-RESIDENTIAL OSS FCOMMUNITY OSS FcommERciALoss lT PRIVATE INDIVIDUAL WELL E PRIVATE TWC-PARTY WELL Z I W TYPE OF VVORK(select one) 7 PUBLIC WATER SYSTEM TRAILS END I n-NEW CONSTRUCTION/UPGRADES Pr REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR I (71 SUBMITTALS 0 SURFACING SEWAGE El EXISTING FAILURE 0 SHORELINE CO DESIGN FORM(REQUIRED) iiiSEPTIC DESIGN(REQUIRED) BEDR R��� LOT SIZE I—LC� 6WAIVER(S)(IF APPLICABLE) / ( ��/ Z 0.44 x cp DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gate) NORTH ON E TRAILS ROAD FROM MASON LAKE. RIGHT ONTO TRAILS END DRIVE. I ('' LEFT ONTO RASOR RD WEST. SITE ADDRESS 4991 ON RIGHT SIDE OF ROAD. o I O -I Io SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED N1TH TEST HOLE NUMBERS. I CO 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 I COMMENTS/CONDITIONS t r1),) MTIJC11) \- `'t3 C') (114 5 III APR 1 0 2023 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 APPLICATION APPROVED/ISSUED BY DATE Wvy\iyvyv 'A) lY-2,3 tA. 11\7}-1 itilkyk9_,(7kArYfrt fi-uh:- THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 2 3 — 5 1 — 0 3 0 0 9 A design will be reviewed when 3 copies of each of the following are submitted: '1 Completed design form that has been signed and dated. '1 Scaled layout sketch,including all applicable items on checklist '1 Scaled plot plan,including all applicable items on checklist. '1 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 iO Z 3-0 O 1 Zq Designer's Name: ROBERT H. PAYSSE Applicant's Name: JAMIE CAUDLE Designer's Phone Number: 360-426-1803 Mailing Address: 4991 E RASOR ROAD WEST Designer's Address: 3083 E MASON BENSON RD BELFAIR WA 98528 GRAPEVIEW WA 98546 City State Zip City State Zip Il -. 'l'1I111L►�' Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: 'Aerobic Unit Make/Model NUWTER BNR500 ❑Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity lif Pressure It 'Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 'S. Z Schedule/Class SCH.40 Daily Flow:Operating Capacity 7.0 Itb gpd Length 50 ft Daily Flow:Design Flow 6O V(,0 gpd Diameter 1.25 in Septic Tank Capacity(working) BNR500 gal Number 3 Receiving Soil Type(1-6) 3 Separation 6 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices 39 Designed Primary Area 450 ft2 Diameter 3/16 in Designed Reserve Area 0(REPAIR) ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 150 ft Schedule/Class SCH.40 Elevation Measurements Length 13 ft Original Drainfield Area Slope 0-1 % Diameter 1.25 in New Slope,If Altered 0-1 % Preferred manifold configuration used? lirYes 0 No Depth of Excavation Up-slope 6-8 (SEE NOTE) in Transport Pipe from Original Grade Down-slope 6-8 (SEE NOTE) in Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length <50 ft Gravelless Chambers Required? 0 Yes fiti No 0 Optional Diameter 2 in Pump Required? Ii6 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 7 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal Uppermost Orifice I!Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23 gpm lifTimer IiElapse Meter l 'Event Counter Calculated Total Pressure Head 14 ft If Timer: Pump on 1.2 MIN ,Pump off 4 HRS Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 2 3 — 5 1 -- 0 3 0 0 9 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch • Test hole locations 121 Drainfield orientation and layout Reference depth from original grade: O Soil logs Trench/bed dimensions and Septic tank Property lines critical distances within layout Q( Drainfield cover 0 Existingand proposed wells g D-Box/Valve box locations p p Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: 611 Measurements to cuts,banks,and locations Gif Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom 0 Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: 66 Location and dimension of Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Buildings g Other Information g Audible/visual alarm referenced Yes No Direction of slope indicator g Scale of drawing shown on scale d 0 Designstaked out 0 Waterlines bar 0 g Recorded Notices attached 0 Roads,easements,driveways, 0 g Waiver(s)attached parking GA 0 Pump curve attached Q1 North arrow and scale drawing Cf 0 Evaluation of failure shown on scale bar Non-residential justification ❑ EI Waste strength ❑ L'Flow DESIGN APPROVAL The undersigned designer must be notified by i staller at time of installation Yes 0 No ( I. Signature of DesiOrli4 1 ate 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: 11zh2 3 Environmental Health Spet ialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. Lt( « I2LI ✓ 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: 12/7/2015 I J / / NOTE: LOCATION FOR EXISTING / / COMPONENTS DO NOT APPEAR TO / // ` MATCH COUNTY RECORDS. l / / / / N / EXISTING FAILED DRAINFIELD �/ 7> TO BE ABANDONED ce ` 8,3, PROPOSED ATV 0 / /���� ` & PUMP TANK Ln --' P� ELECTRICAL METER N. ' \\ EXIST. TANKS TO / 1 BE PUMPED & .--`� I • ,s ABANDONED PPROVED I \ .� -.-., ,,,,,,v, `•' • •% , APR122023 / I _ MASON COUNTY NVIRONMENTAL HEALTH < ;� _ CONNECT TO `�•�\ , / ; EXIST. STV BOUT t.......... ' i/ / 1 7 / 7 '/ / / / ' / / / / / / / I / / / / / / . �� / / ' EXISTING / / / i HOME / .......j `o ' / rY // EXISTING GARAGE �`` / ©..,,_ / • / / PROPOSED DRAINFIELD" -I :/ / / SEE DOWNSPOUT NOTE* / EXISTING TRANSPORT LINE TO BE ABANDONED , EXISTING WATERLINE �/ d++ ' SOUTHWEST DOWNSPOUT / + y: / I, � - MUST BE HARD-PIPED AWAY // .,�h °j1""° :.q ; FROM DRAIN FIELD AREA. / ,+'�; �- . t1 \\ / +� MART.031H W1YSEE, T\/ * CLOSE ATTENTION MUST BE GIVEN TO ORIGINAL // ++' i.I/• GROUND CONTOURS, NEW SYSTEM MUST BE / EXPIRES INSTALLED 6"- 8" INTO ORIGINAL SOILS / ANASBUILTI INSTALL SIGNOFF FEE WILL / BE CHARGED AT TIME OF INSTALLATION `� / CUSTOMER: JAMIE CAUDLE TEST HOLE I: TEST HOLE 2 PIONEER DIGGING, INC. PARCEL# 27993 5103009 s0-22 l u1 H 00-28 @ 28 SEPTIC DESIGNS ADDRESS: 4991 E RASOR RD W NO REST.IAl FR ROOTS @ 20 3083 E MASON BENSON R.D. GRMEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMER ORSSURVEY.FIELDM REMENTSSURVEY. RENCES AHOCOUNTYGIS DESIGN�INTEENNDDEFOR PRSEPTITICC OFFICE-360-426-1803 FAX-360-427-2353 SHEET: SITE PLAN SCALE: 1"=30' PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTES ENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. �� VALVE �'' W. , BOX SEE DOWNSPOUT NOTE ` • ,� • I ON SITE PLAN ,r:k • EXISTING / ,,/,'; HOME � .1" RpBE[!T H��iL1YSSE •?�� 0/ r PAR 3 -' '' RISER/LID OR p' p VALVE BOX —\ EXISTING r GARAGE /1 /1* 1 0 - • - ) 14 0 CLEANOUTS VALVES * (IF NECCESSARY) �/ ,, 1 Y' CLOSE ATTENTION MUST BE GIVEN O1 ITO ORIGINAL GROUND CONTOURS, �� r i P R O\S YSTEM MUST BE INSTALLED 6„_ 8„ TO ORIGINAL SOILS 1\ PR 12 20� OBSERVATION L'�SC4 CGUti�'E,yy1�GNM�NT PORT / 0-ia, � RET � 211NlOUT • �pF , . -- ----1 7. \ r,/ OB PORT & FILTER OLD FILL CLEANOUT FABRIC ORIGINAL GRADE THREADED CAPEi _.._._._. ;o . z0.%; -.:•-•:.: :.:. .:•:.:.: ■ ��" ORIFICES C� 1- I WASHED ROCK 12:00 W/ SHIELDS ``11.VAVO.mop *-re`4,'4,'•- ORIGINAL O -..: . =..=..:..:..:..:..:..:. SOILS N 90` �•:. •:•:.;•:!:!:!:•:• SWEEP ��'�'�' . �'4'�",'�'4'7' \- GLUED TEE PIONEER DIGGING, INC. CUSTOMER: JAMIE CAUDLE TEST HOLE I: TEST HOLE 2: PARCEL# 2777351-03009 48GLS LD HLL H20�8 SEPTIC DESIGNS ADDRFSS: 4991 E RASOR RD W NO REST.IAYFR ROOTS @ 20 3083 L MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMERLATSOR THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNT'PROVIDED PUTS OR SURVEYS FIELD ENENTS AND COUNTY GIS.DESIGN INTENDED FOR SEPTIC OFFICE 3604261803 FAX 360427235310' PURPOSES ARTME ONLY PROPOSEDS DEVELOPMENT MAY BE SUBJECT CR$ E TED TO SHEET: DF DETAIL SCALE 1°= DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNTO OTHER TO SEPTIC COLOONENTS DUAL PORT AERATOR 4'CLEANOV1"3FT- 1 LID VENT OPTIONAL IN GROUND SLOWER LOCANON FROM FOUNDATION 24'CAST IN RISER W/ WATERTIGHT LID AND SCREWS 12'36' - 1'DVC MPS� O- 1/2'PVC AIRLINE V-, • 2'CREDI; / , ID ,. LET TO PIMP TAN V // 111 WATER TIC..- i r \• `WATER TIGHT FLEXIBLE Fir,t.. 2'TEE J }/� • P FLEXIBLE FITTING • RAFFLE A+ / `•� •• 2.PVC • INSTALL .. n •. • TANKS MUST BE NI/WATER STATE DOH • ' • APPROVED LIST BN R500 : o •• o , OF SEWAGE • USE RUBBER TANKS PARALLEL TO TANK WALL o SLIDGERETVRN ' GROMETS FOR • `X P P R O V E D •• c ' . ��• TRANSPORT AND ELECTRICA LINEL r, Q• • .• 4!,'. , ON RISERS. MAKE PUMP TANKS •••'• .�ArrP• t'2•'ZO2�3• • •:•. : •.••• -L..:. ::-..••y.. :. '.._:. :' • ''- • SURE ALL HOLES OVER 1000 GAL ARE WATER-TIGHT REQUIRES TWO MASON COUNTY ENVIRONMENTAL HEALTH ACCESS RISERS RET TO GRADE NUWATERCONTWLPANEL... 24" BB e W/WATER ED TIGHTRISERS LIDS 7 FINISHED GRADE ELECTRICAL WORK DONE '/ BY LICENSED ELECTRICIAN - ELECTRICALCONDVIT .-- =I: 6Wf TRANS'.'TLINE r • ,• a e I L • IN:.1:1 S �' I a UNION& BALL VALVE I II■ WATER-TIGHT 1 15O0 GALLON WATER77GHT I JOINTS CONCRt/t PUMP TANK t I • W �.' CHECK VALVE HIGH WATER FLOAT 0 F USE TANKS FITTED • ON/OFF FLOAT W/CAST IN WATER i � •: TIGHT FITTINGS FOR * I INLET/OI I1ESAND `� `�"�" PUMP BUCKET —� O':` CAST IN RISER 2 �` �:J • •; ! ' ADAPTERS TO • { sn3vUSE ;:a , , :• . ,'. e ENSURE WATER pj' • ''''' R ` TIGHTNESS EXPIRES I T CUSTOMER: JAMIE CAUDLEPARCEL 3009 SCALE:NA INSTALL TANKS PIONEER DIGGING, 11 rC• ADDRESS: 4991 EI-0RASOR RD W COMPACTED EVON EL SOILS. RUN NAL CR ROSS SEPTIC DESIGNS CONNECTIONS INTO ORIGINAL SOILS TO 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT S PAYSSE AVOID SETTLING. OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE TANKS DETAIL 1e A t 1 Pump Specifications is- I� 280 Series 1/2 hp ,. Submersible Effluent Pump unn ne r.un C i I ', s I y W © , r. e - e a s s a r . eruriwe111rw LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE DIST.TO TOTAL ORIFICE TOTAL LATERAL# LENGTH PIPE SIZE LENGTH LENGTH SIZE(inch) DISCHARGE SPACING 1ST ORIFICE ORIFICES HEAD (feet) (inches) (feet) (feet) RATE(gpm) (feet) (inches) (feet) 1 50 1.25 3 53 3/16" 0.59 4 12 13 0.47 2 50 1.25 7 57 3/16" 0.59 4 12 13 0.51 3 50 1.25 13 63 3/16" 0.59 4 12 13 0.56 DRAINFIELD HEAD(feet) 1.54 TRANSPORT LINE HEAD(feet) 0.48 ELEVATION CHANGE(feet) 7 RESIDUAL/SQUIRT(feet) 2 EXTRA LOSS/FITTINGS(feet) 3 TOTAL DYNAMIC HEAD(feet) 14.02 APPROVEDTOTAL GALLONS PER MINUTE 23.01 2023 ``I %. MASON COUNTY APR ENVIRONMENTAL12 HEALTH RET �� 7 'N S,F vmC. . CUSTOMER: JAMIE CAUDLE `1' PIONEER DIGGING, INC. PARCEL#:299,3-51-03009 51,^517 �.e .:: FC eE' VA Si- ./ SEPTIC DESIGNS ADDRFSS: 4991 E RASOR RD W 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE BV-Gs OFFICE-36(}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$350.00 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 10ft 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. APPROVED 1 � APR 122023 Arf ' •?:,` MASON COUNTY ENVIRONMENT HEALTH ;! �`.3/4 PIONEER. DIGGING INC. CUSTOMER: JAMIE CAI E ' , • PARCEL# 22223 51-03009 /py RCBERT H PAYSSE ` SEPTIC DESIGNS ADDRESS: 4991 E RASOR RD W ,/! N I.i IJIII I/IV/IJY• i083 E MASON BENSON RD. GRAPEVIEW,WA 9854(: DESIGNER: ROBERT H.PAYSSE EXPIRES OFFICE-36(}426-I803 FAX-360-427-2353 SHEET: NOTES SCALE NA