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HomeMy WebLinkAboutSWG2023-00191 - SWG Application / Design - 5/18/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 i 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: SWG2023-00191 APPLICANT Rapid Capital INC. Phone: Address: PO Box 298 LONG LAKE, MN 55356 OWNER Rapid Capital INC. Phone: Address: PO Box 298 LONG LAKE, MN 55356 SEPTIC DESIGNER Bob Paysse - Pioneer Digging Inc Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: XXX E Greenwood Ln Primary Parcel Number: 320165304002 Permit Description: 3-bedroom pressure system Permit Submitted Date: 05/18/2023 Permit Issued Date: 05/31/2023 Issued By: David Anderson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/23/2026 (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. ' OFFICIAL USE ONLY CC. DATE RECEIVED: • MASON COUNTY 5i 12) / 90, ,3 u) x. i COMMUNITY SERVICES AMOUN EN �� RECENEDBY: M W m Public Health(Community Health/Environmental Health) v w z658Stt�[.,�.rx 6/.e.[400 S W G 0,02,,°� — D C� \cc t 03 o 475 N.6[h Street Shelton WA 98584 00 o Z di ON—SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE m cn !- RAPID CAPITAL INC. / REI DEVELOPMENT LLC o c MAILING ADDRESS-STREET CITY,STATE,ZIP CODE m ' '� PO BOX 298 LONG LAKE MN 55356 030 m m 4P SITE ADDRESS-STREET,CITY,ZIP CODE ( 7 �ti -. XXX GREENWOOD LANE SHELTON WA 98584 m 1 (4 �b NAME OF DESIGNER PHONE 73 73 I N ROBERT H. PAYSSE 360-426-1803 0 i mlo NAME OF INSTALLER PHONE v TBD <_ PERMIT TYPE(select one) DRINKING WATER SOURCE — MI RESIDENTIAL OSS FCOMMUNITYOSS F COMMERCIAL OSS 6-PRIVATE INDIVIDUAL WELL ff PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM SHORE CREST WATER I g� Fyt NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR I Ch SUBMITTALS El SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE coIYMI DESIGN FORM(REQUIRED) NI SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 57 WAIVER(S)(IFAPPLICABLE) 3 0.27 a I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) NORTH HWY 3. RIGHT ON AGATE RD. RIGHT ON CRESTVIEW DR. CONTINUE TO .' 1 - SHORECREST DEVELOPMENT. RIGHT ON GREENWOOD LANE. SITE ON RIGHT r I ACROSS FROM 200 E GREENWOOD LANE. V( MitTI�� 0 c) I0 LU MAY 1 8 2023 ca N SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. N -. OFFICIAL USE ONLY BELOW THIS LINE BY. UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER. INSPECTOR SOIL OGS COMMENTS/CONDITIONS T(f Z 0 6';k. CGS v. ti6- 60 rGa 45 (e 60 It TIf3'. 0- 35 COLS of Nlofflc`119 of 3s Vtfh roofs 0 ' tl 3 -Sl,t 4 (-5 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 g?k‘ }72 Zl T0 Z/ 5/7 Z/ 2O U 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: 3 2 0 1 6 — 5 3 — 0 4 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" PARCEL IDENTIFICATION Permit Number: SWG e2.0 A,'S' 0014 i Designer's Name: ROBERT H.PAYSSE Applicant's Name: RAPID CAPITAL INC./REI DEV.I De r, 360-426-1803 veit PO BOX 298 Jr, 3083 E MASON BENSON RD Mailing Address: Dener's . 4 i ress: LONG LAKE MN 55356 /II O GRAPEVIEW WA 98546 MAY 18 2023 City State Zips City State Zip - ti Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ` D Gravity 60.1 Pressure Gi'Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 '� / Schedule/Class SCH.40 Daily Flow:Operating Capacity 270 gpd✓ Length 75 ft / Daily Flow:Design Flow 360 gpd '/ Diameter 1.25 in '# Septic Tank Capacity(working) 1500 gal V Number 2 Receiving Soil Type(1-6) 3 V Separation 9 ft Receiving Soil Appl.Rate 0.8 gpd/f1 Orifices Required Primary Area 450 ft2 cr Total Number of Orifices 30 Designed Primary Area 450 ft2 v Diameter 3/16 in Designed Reserve Area 450 ft2 " Spacing 60 in Trench/Bed Width 3 ft (/ Manifold Trench/Bed Length 150 ft `/ Schedule/Class SCH.40 v Elevation Measurements Length 9 ft Original Drainfield Area Slope 10 % Diameter 1.25 in New Slope,If Altered 10 % Preferred manifold configuration used? L 'Yes 0 No Depth of Excavation Up-slope 10-24 in Transport Pipe from Original Grade Down-slope 6-20 in Schedule/Class SCH.40 Designed Vertical Separation 24+ in Length <25 ft II1. Gravelless Chambers Required? 0 Yes Fg No 0 Optional Diameter 2 in Pump Required? RI Yes 0 No Dosing and Pump Chamber , Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal Uppermost Orifice 15fHigher 0 Lower than Pump Shutoff Pump controls:Please check those required Capacity @ Total Pressure Head 17.7 gpm lifTimer l� I'Event Counter Calculated Total Pressure Head 17 ft If Timer:APtP �11! Eu off 4 HRS Comments SEE NOTES WITHIN ON INSTALLATION DEPTH MAY 3 12023 II MASON COUNTY ENVIRCN'IiEtNTAL''=AALTP DJA I ' 3 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 1 6 — 5 3 -- 0 4 0 0 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch FA Test hole locations 6d Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank fid Property lines critical distances within layout g Drainfield cover g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property lig Septic tank/pump chamber and restrictive strata: ld Measurements to cuts,banks,and locations g Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom g Location and orientation of Ur 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: Pi Location and dimension of g Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information Iii Buildings lifAudible/visual alarm referenced Yes No Pi Direction of slope indicator g Scale of drawing shown on scale d 0 Design staked out g Waterlines bar 0 if Recorded Notices attached g Roads,easements,driveways, 0 i Waiver(s)attached parking Gd 0 Pump curve attached 6 North arrow and scale drawing 0 g Evaluation of failure shown on scale bar Non-residential justification ❑ El Waste strength ❑ g Flow DESIGN APPROVAL The undersigned designer must be notifie•iy installer at time of installation lid Yes 0 No Signature of esigner Date The undersigned has reviewed this design on behalf of Mason County Public Health and deterAptp0v � D compliance with state and local o ere 1 ' ns: „ /'"'��rr ,, 5/1117d 2 j MAY 3 1 2023 nvironmental Health Specialist Date MASON COUNTY ENVIRONMENTA HEALTH CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: DJA ✓ The design is stamped"Approved"by Mason County Public Health. ✓ 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 re a uired. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 f1 ccfo S -frarn ZOO E hree/r)woad Coot. ��' SEPTIC & / Q PVMP TANKS O O ' i r o o70 I SOME TREES • ��l TO STAY "1> • D / GO 411,1A4 PROPOSED iljv p 38 3 BEDROOM DRAINFIELD 8LY0il Aill4114 �.. ,.. 00 00 a, �•. 1� Q ; � D� 'SQL ' / (� `6.//S J��a• � .'A, a� 4� C ••,01:1N,/ '// ��c OO '/ _. i `� OQO�+�y° e ;% , Z--- cv ......... i ,,,-/// — — .`v, �_ f m1 i A.. g` ., MA11312023 WIAf°' Ii- a .e- • +? • MASON COUNTY ENVIRONMENTALHEA�TH 57a],7 • DJ PI $0a' ROBERT H PdYSSE •. !� I� .....�. � ` EXPIRES AN ASBUILT/INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER. DIGGING CUSTOMER: RAPID CAPITAL/RETEST HOLE I: TEST HOLE 2 TFS L f IO LL 3:: , INC. PARCEL# 32016 53-04002 36 53 L11S 0-36 GLS 36 53 LMS 39+11 O SEPTIC DESIGNS ADDRESS: XXX E GR.EENWOOD LIB` ROOTS @ 53 ROOTS @ 53 ROOTS @ 39 3083 E MASON BENVON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE PLATS OR SUTHIRVEYS FIELD NOT ASURVEY.REFERENCES�NTYUCEGIS DlTND PROVIDEDSPTI PLATS OR SURVEYS FIELD MEASUREMENTS AND COUNTY IN,Y GIS DESIGN INTENDED FOR OFFICE 36(}4261803 FAX 360 427 235320' PURPOSES TME ONLYEPROPOSED DEVELOPMENT MAY BE SUBJECT SE TED TO SHEET: SITE PLAN SCALE I"= DEPARTMENT/AGENCY RENEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNTO OTHER ETO R SEPTIC COMPONENTS 12" ELEVATION DIFFERENCE / v SEPTIC & PUMP TANK FROM END TO END. TRENCH / 0 O DEPTH WILL VARY, START WITH LOW END 0 6"-8"AND OTHER VALVE BOX • END SHOULD BE 18"-20". TEST HOLES SHOWED DEEPER SOILS / ON NORTH END OF SYSTEM. / � wog I". / j0 ///itj/ / " a 4434 ot wAs,..,,,,,sv 4.. filj/ .i/C5)(1) lr�; • il, ••. ROSEn i M�RAYSEE -.` // . / EXPIRES / / / THREADED CAP / ° / // / i"ORIFICES // n :Co / till i W/SHIELDS / i, S �„ `-I�I.1_I:I,IC I:I�I�I� d I iff ' D>. ,�1�I:I:I�ICI:I�I:I6I 1� 90'SWEEP ,-,;,-,.,:,:, ;-,_, ,_ /1 // f • / el GLUED TEE w� ,/ CLEANOUT 1]]] // OB PORT 11 / / / f. I INSTALL6"-s"* FILTER (•';// I OF CLEAN ORIG.• I SANDY SOIL TO FABRIC I / I COVER / GRADES qr i // if I 1 i;i:4.iz is is : , i i . , � � LJ �-. J `F CI' t / VALVE BOX Q P' `Y 3 2023 WASHED ROCK Ir: .S�,J �,:/ ` ENVIRONMENT ; u�.I N TRENCH DEPTH rw SEE NOTE ABOVE 6'-8' - - ON INSTALL DEPTH O BALL VALVES \ ) re: , REST. LAYER . III CLEANOUTS �� CAS NEEDED) AN ASBUILTI INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION Nommil... TEST HOLE I: TEST HOLE 2: TEST HOLE 3: PIONEER DIGGING INC. CUSTOMER: RAPID CAPITAL/RF1 0,36 us 0-36 GLS 0-39 GLS PARCEL# 32016 53 04002 36 53 L`LS 36.53 LtiiS 39+H2O SEPTIC DESIGNS ADDRESS: XXX E GREENWOOD LN ROOTS @ 53 ROOTS @ 53 ROOTS @ 39 1 DISC WMETt THIS IN NOT A SURREY.REFERENCES INCLUDE'APPIJCANDCOUMY PROVIDED 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE PLATS OR SURVEYS FIELD SURVEY. SREN COUNTY INC GIS DESIGN IMTENOED FOR SEPTIC OFFICE-360-426-I803 FAX-360-427-2353 PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER SHEET: DF DETAIL SCALE 1"=1VDEPARTMENT/AGENCY PAC ME AGENC REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UMLELATED TO • 24"RIBBED RISERS W/BOLT ON WATER-TIGHT LIDS CLEANOUT USE RISER LID ADAPTERS WITH NO GASKET LIDS s 1 FINISHED GRADE L o WATER-TIGHT JOINTS INLET I I j A OUTLET TWO WAY TEE t 4"OSI WATER-TIGHT r•, EFFLUENT JOINTS FILTER TANKS MUST BE g�• ON STATE DOH 1500 GALLON WA7ER77GHT P R O V� APPROVED LIST ` CONCRETE 5EP77C TANK OF SEWAGE - MA 12023 TANKS !" PUMP TANKS '.,. ' h�a.. OUN '` •,�i' R OVER 1000 GAL. •''_ , - •.S:, ,: ns�� ; ;,:;.- � -• . REQUIRES TWO :.' k:, `, d G w_ • ACCESS RISERS . . e�. . tom..:. . . '`, .-:;::•�qa��.y Y_i>-.• l.••,':3,•: •:S;e �; i��.. TO GRADE V_t .Hs+,,{t. ;�,�/. ,a: ROBE.�•k /// ii LOCATED AT HIGHER AQUAWORKS —\ S,.........s ELEVATION THAN CONTROL PANEL W/TIMER �EVENTCOVNTER � ELECTRICAL WORK DONE 24"RIBBED RISERS DRAIN FI ELD MUST &HOUR METER BY LICENSED ELECTRICIAN HAVE ANTI-SIPHON W/WATER TIGHT LIDS DEVICE INSTALLED. TI • FINISHED GRADE —L J ELECTRICAL CONDUIT I�Jlin 7I : TRANSPORT LINE • INLET n UNION tk BALL VALVE 1500 GALLON WA7ER77GHT CONCRk/t PUMP TANK (28.5 GAL./IN.) WATER-TIGHT JOINTS • • • PRESSURE TRANSDUCER CHECK VALVE (OR FLOATS) USE TANKS FITTED •W/CAST IN WATER 7~ TIGHT FITTINGS FOR USE RUBBER INLET/OVTLES AND • PUMP BUCKET: • GROMETS FOR CAST IN RISER BUCKET HEIGHT MUST BE TRANSPORT LINE ADAPTERS TO AT LEAST HEIGHT OF PUMP AND ELECTRICAL ENSURE WATER 1 [ - ON RISERS. MAKE TIGHTNESS '•7 --° . . • - •. 7 . • •• • . ,•• .• . . • a I SURE ALL HOLES ARE WATER-TIGHT PIONEER DIGGING T CUSTOMER: RAPID CAPITAL/REI SCALE:\A 11 V C. PARCEL# 32016 53-04002 INSTALL TANKS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS: XXX E GREENWOOD LN COMPACTED LEVEL SOILS. RUN CROSS 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO OFFICE-360-426-1803 FAX-36O427-2353 SHEET: TANKS SCALE NA AVOID SETTLING. EFFLUENT PUMPS LittieGIANT APPROVED —WSERUBITSBIES-y3HP.lrn IHP MAY 3 1 2023 APPII(AIPHS MK•�*b�+ ►sole turtle MASON COUNTY ENVIRONMENTAL HEALTH o DJA CMIMIIIIIIIIIIIIIIIk•SW l •+4li••erg •Delp••a•pelw •Fvroid••eeablo••plan a*Mirk M u .u... Flow/Capacity in Liters Per Minute •r r+rn•n+•••••[e •wde„ e0bilenf an)ener AllOilit‘ 0 100 200 300 400 500 600 700 •1201 Al Tie•tOeexaname•ry "+90A" 100. - -1- - - - - - '30 90 •25 ate' a SfAIESSPFOPo(AiIONS E 70; '20 •c a L..ram. I.l .f��LJe1JL:Jr IIJ•.1[i••O�aa d wafts i� 6G rG SIN" 15 A®�®®m®s1•ILe . ••a=====�k. WS100H c_:eassmap 1ue.s[uu�uuuu[:1e assensowsmmiumoseimasimmot IL MIA 1n.. E 'E ¢.��::�>•rJecMocuuene is n n <eluuuee�>•'. e 10 g or-- M11110 for EMC1ee a Al is II simu�>:4. WSSO yy$SOH n::�e1 i tz.:.t 21 •r1r•CIr7r7lJ©000s®11 30 c_,11. •• ENI • t�1.1aC1el• uue euefesmise Milo.:- ra mr�_�ocau©0mciuuc[cacie®c�caenamaou o 20: - ro- e— O 5 W530 10; r-1______ f r n■ �. 0 0 20 40 6 ' 0 ,. t:_:Z=INII ���0� 0 80 100 120 140 160 180 cr-.1...-. ELT. ->_yeseeF ®®o®m..eOe.•a-.rrir,r' Flow/Capacity in US Gallons Per Minute �tty"•�7�^-• NOO i' •® r- am + eiS�L.�._1 .:.®® -- _ 111111111MINIIIIIII®fie• LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE ORIFICE DIST.TO TOTAL 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 75 1.25 3 78 3/16" 0.59 5 30 15 0.91 2 75 1.25 9 84 3/16" 0.59 5 30 15 0.98 DRAINFIELD HEAD(feet) 1.88 TRANSPORT LINE HEAD(feet) 0.12 ELEVATION CHANGE(feet) 10 RESIDUAL/SQUIRT(feet) 2 EXTRA LOSS/FITTINGS(feet) 3 TOTAL DYNAMIC HEAD(feet) 17.00 TOTAL GALLONS PER MINUTE 17.7 1 te 01111 • CUSTOMER: RAPID CAPITAL/REI PIONEER. DIGGING, INC. �'` ' PARCEL # 32016 53�4002 s:cos» . . SEPTIC DESIGNS ADDRESS: MC E GREENWOOD LN 46. ,t1 O?',i• ••.iERT�wTsse i' 3083 E MASON BENSON R D. GRAPEVIEW,WA 9854<5 DESIGNER: ROBERT H.PAYSSE EXPIRES OFFICE-360.426.1803 FAX-360-427 2353 SHEET: CALLS 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 loft 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 loft 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 sy, e responsible for the continuous operation and maintenance of the system per WAC 246-272A. er =tit 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 MAY 3 1 2023 can cause premature failure of the drainfield area. In addition, bushes and trees should be kAtSON COUNTY ENVIRONMENTAL HEALTH away from lids and other septic maintenance points. s DJA 1� 15. Changes made at time of installation may impact designer calculations, pump sizing,and / compliance w/county and state requirements. Contact designer prior to install w/any fi^ '•'" proposed variations from design. Changes may result in additional fees and permitting. F, ,; � DIGGING INC. CUSTOMER: RAPID CAPITAL/REI • ' '; F'� • PIONEER ., : 5,�as, PARCEL#:32016 53-04002 Q �ceear r varsSE SEPTIC DESIGNS ADDRFSS: XXX E GREENWOOD LN ' 3083 E MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXF'azs OFFICE-360426-1803 FAX-360-427-2353 SHEET: NOTES SCALE NA