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HomeMy WebLinkAboutSWG2025-00222 - SWG Application / Design - 6/12/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 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: SWG2025-00222 (.00 APPLICANT ANDERSON SHIRLEY M Phone: Address: 1561 W RAILROAD AVE SHELTON, WA 98584 OWNER ANDERSON SHIRLEY M Phone: Address: 1561 W RAILROAD AVE SHELTON, WA 98584 SEPTIC DESIGNER BOB PAYSSE* Phone: 360-507-1498 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 SEPTIC INSTALLER LOGAN SPEAR* Phone: 360-239-1541 Address: 2000 W SHELTON VALLEY RD SHELTON, WA 98584 Site Address: 1561 W RAILROAD AVE Primary Parcel Number: 420241501150 Permit Description: Repair 3bd pressure sandlined trenches in Shelton UGA Permit Submitted Date: 06/12/2025 Permit Issued Date: 07/01/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/26/2026 (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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J L BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 7 From Kenny Oberg with City of Shelton: City not requiring connection to city sewer at this time. The current and/or future homeowner must connect to city sewer when it becomes available and agree to sign a no protest annexation agreement AFN 2227168. 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/environmentallonsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY - gli.* •' MASON COUNTY DATE RECEIVED Q/ _ _ 2025 '�(^J u) D C C/) AMOUNT RECEVED RECEIVED BY CO f Public Health & Human Services .8.Z ' v m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 0) 415 N.6th Street -Shelton,WA 98584 Snr 02 _ 0� O 0 m Z Cl) ON-SITE S i • GE SYSTEM APPLICATION n > APPLICANT PHONE m M SHIRLEY ANDERSON �-►] z MAILING ADDRESS-STREET CITY STATE ZIP CODE otV 1561 W RAILROAD AVE © SHELTON WA 98584 m SITE ADDRESS-STREET,CITY,ZIP CODE il e— .X/. SAME AS MAILING e NAME OF DESIGNER V(�11 I1 PHONE I N ROBERT H. PAYSSE a 360-426-1803 NAME OF INSTALLER Ln PHONE v I ICI TBD PERMIT TYPE(select one) DRINKING WATER SOURCE - I N W-RESIDENTIAL OSS ff COMMUNITY OSS COMMERCIAL OSS b PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM CITY OF SHELTON J ff NEW CONSTRUCTION/UPGRADES Pi-REPAIR/REPLACEMENT OTHER DETAILS(Select all that apply) ❑ TABLE X REPAIR I -__1 SUBMITTALS ElSURFACING SEWAGE Iii EXISTING FAILURE CISHORELINE w DESIGN FORM(REQUIRED) VSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4n/20267 0 I 6WAIVER(S)(IF APPLICABLE) 3 0.8 ❑ YES Q NO 17 I X I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) OFF RAILROAD IN SHELTON, SITE ADDRESS ON SOUTH SIDE OF ROAD, I O r l — Cn SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I C OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT CI HOME SALE ['COMPLAINT CI OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS --C\\ 'Q'L-I5 i . 4 rat% (s.c(s.; (,S Z i .+ cam- - ("Y.) l 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 I VI L/��c 6(- s-j�6 OI tic- THIS FORM MAY B2 SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 0 2 4 — 1 5 — 0 1 1 5 0 A design will be reviewed when 3 copies of each of the following are submitted: `'Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist. ''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/OW,OOLZZi Designer's Name: ROBERT H. PAYSSE Applicant's Name: SHIRLEY ANDERSON Designer's Phone Number: 360-426-1803 Mailing Address: 1561 W RAILROAD AVE Designer's Address: 3083 E MASON BENSON RD SHELTON WA 98584 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email pioneerdigging@yahoo.com DESIGN PARAMETERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound O Sand Lined Drainfield 0 Recirculating Filter 0 ATU LI Other Treatment Level(check all that apply): El A 0 B ❑C 0 BLI ❑ BL2 El BL3 ❑ E El N Drainfield Type ❑Gravity gPressure ['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 50 ft Daily Flow: Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1500 gal Number 3 Receiving Soil Type(1-6) 1 Separation 10 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices 75 Designed Primary Area 450 ft2 Diameter 3/16 in Designed Reserve Area 450 ft2 Spacing 24 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 150 ft Schedule/Class SCH.40 Elevation Measurements Length 18 ft Original Drainfield Area Slope 0-1 % Diameter 1.25 in New Slope, If Altered 0-1 % Preferred manifold configuration used? gYes 0 No Depth of Excavation Up-slope 24+24 in Transport Pipe from Original Grade Down-slope 24+24 in Schedule/Class SCH. 40 Designed Vertical Separation 18 in Length <50 ft Gravel-based Drainfield Required? I 'Yes 0 No Diameter 2 in Pump Required? B1 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff. in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal Uppermost Orifice g Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 45 gpm RI Timer fif Elapse Meter gr Event Counter Calculated Total Pressure Head 20 ft If Timer: Pump on 1.2 MIN ,Pump off 4 HRS Comments APPROVED JUL 01 2025 VASON CNN I Y':hYlKuNititNTAL HEALTH Revised:4/14/2025 RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 0 2 4 — 1 5 -- 0 1 1 5 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ELI Test hole locations Er Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank gi Property lines critical distances within layout i Drainfield cover g Existingand proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: VI 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 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: g Location and dimension of Lateral placement with distance E Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information Pi Buildings g Audible/visual alarm referenced Yes No 61 Direction of slope indicator g Scale of drawing shown on scale i I 0 Design staked out FA Waterlines bar 0 g Recorded Notices attached g Roads,easements,driveways, E1 Elevation benchmark and relative 0 M'Waiver(s)attached parking elevations of system components B71 0 Pump curve attached g North arrow and scale drawing 0 M'Evaluation of failure shown on scale bar Non-residential justification ❑ it Waste strength ❑ g Flow DESIGN APPROVAL The undersigned designer must be notified by installer at ti D f installation @1 Yes 0 No c2,601.5 ki" olydAK. bf6 ( � Signature of 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 re ulations: li 111I7 Environmental Health SS'pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWIN �._ CONDITION:' sr The design is stamped"Approved"by Mason County Public Health. 6 !,�� 1 � ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 1, ✓ 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:4/14/2025 TANK PUMPING REPORT Site Name: Location: 1561 RAILROAD Service Company: Shelton Tax ID:420241501150 AAA Septic LLC Use: PO Box 1460 Shelton,WA 98584 360-427-6110 Serviced:05/06/2025 by: Dean Rynearson Submitted 05/07/2025 by:Brett Taylor Dump Location:Bio-Recycling Jurisdiction ID:420241501150 COMMENTS drain field is ponding and has tons of water coming back from drainfield TANK:Septic Tank-2 Compartment Tank Pumped: YES Tank Size(Gallons)(Number only,no text): 1000 Effluent level within operational limits(if NO explain in comments): NO Deficient Total Gallons pumped from tank(Number only,no text): 1000 Effluent returning back into tank after pumping: YES Deficient Tank depth below grade(inches): 12 Access Risers installed to grade(N/A if not present): NO Tank Construction Material: Concrete Tank Condition Good: YES Baffles in good condition(N/A if not present): YES Effluent screen cleaned(N/A if not present): N/A Effluent surfacing around site components(N/A if not checked): YES Deficient Tank abandoned after pumping: NO Were repairs made to the Tank or Tank Components?(if YES explain in comments): NO Compartment 1 Scum accumulation(Inches. if other specify): 48 Compartment 1 Sludge accumulation(Inches.if other specify): 48 Compartment 2 Scum accumulation(Inches. if other specify): 48 Compartment 2 Sludge accumulation(Inches.if other specify): 48 Th:s reos't md:caies certan charactensf:cs of the onsite sewage system Si the time of visit In no way is tnu report a guarantee of operation or future performance ReportiD:801553 View pump reports online at www.onlinerme com Page 1 of 1 a • D AVE1vE Rp,1LROA — 1, CITY WATERLINE 1 I FED FROM ROAD 1 I EXISTING DRIVEWAY I t I 1 EXISTING HOME :— I I EXISTING TANK/OSS: I • PUMPED &ABANDONED I o� PER CODE PROPOSED SHED SEPTIC TANK — RE I & PUMP TANK I 1 I � ' PROPOSED 3 BEDROOM I— PRIMARY & RESERVE I I I I I I I I APPROVED I 01 2025 MASON COUNTYJUL EtiVJRON.MENTAL HEALTH I I RET 1 I I I I' GOLDSBOROUGH CREEK I Ws ' (200'+ FROM COMPONENTS) I '�'' CO:;," of VMp�,y V3 . S1C0317 `I ifo,: ROBEEIT H PAYSSE fi•` ,1V..,IL L • Ct' - N EXPIRES • AN ASBUILT/INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER DIGCINC, INC. PARCEL :4 2415-011 ANDERSON TEST I h�LE I: I FIB H��Lh 2: PARCEL# 4202415 01150 0-41(d S (�-1 41-61(x;' 12-60 (;c SEPTIC DESIGNS ADDRESS: 1561 W RAILROAD AVE ROLES 61 ROOI -60 3083 LMASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMER:THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR SURVEYS.FIELD MEASUREMENTS ANO COUNTY GIS DESIGN INTENDED FOR SEPTIC OFFICE 36l1-42618U3 FAX 360-427 2353 SHEET: SITE PLAN SCALE 1'=SO' DEPPURPOSES ONLY PROPOSED DEvELOPmF-NT MAY BE SUBJECT TO OTHER AR MENT AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED O SEPTIC COMPONENTS EXTEND SEWER LINE W/ - 4"3034 TO NEW TANKS PROPOSED SEPTIC TANK & PUMP TANK SHED i I I O O 1.25"SCH. 40 O r 2"SCH. 40 VALVE / . >>c� BOX .o ./y OB PORT TO // / • I I BOTTOM OF SAND // / (1 PER TRENCH) / // • / • / • APPROVED • / I / • JUL 0 1 2025 • MASON COUNTY ENVIRONMENTAL HEALTH • ' RET 7' 6" / ›- >!-/ 4 / `L 4 BENCHMARK / 4- 4 // WHITE MARK ON / / / 4 FOOTING IN / // p• • WOODSHED / • • S 100.0 / ' • / / I a � / . / . • 1 , .c was,"' —� ® ® i C/O & SKOJT7 �j sCBEr.r I PAYS O B PORTS i��t F �� 5i:i rf3r127`a EXPIRES AN ASBUILTI INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION CUSTOMER: SHIRLEY ANDERSON I EST HOLE I: TEST HOLE 2 PIONEER. DIGGING, INC. PARCEL 42024-15-01150 41 GIs 012 GIS II 61 GCS 12-60 GCS �I I) I IC DESIGNS ADDRECS: 1561 W RAILROAD AVE Roo Fs-61 ROOTS•60 3083 L MASON BENSON R.D. GRMEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE ar5 OR SURVEYSFt MS I•FIELLD MOT A EURVEY.ASUREMENTS EMENTS REFERENCES GIS DESIGN INTENDED FOR SEPTICOUNTY TIC OFFICE-360-426-1803 FAX-360-427-2353 SHEET: DF DETAIL SCALE 1*=10' DEPARTMENTIAGENCY RENEWODESIG ER NOT RE ONSIBLYE FOR SESTUB'W UNRELA ED EO SEPTIC COMPONENTS ORIGINAL & OB PORT& FINISHED GRADE CLEANOUT OBnI PORT TO BOTTOM _ I OF SAND (1 PER TRENCH) FILTER in FABRIC - rI INSTALL PVC LINER -�rgf r��:/ck'.'' :attA '�'�'q'f 6" INTO SAND ' �'•'•'fi"♦'r'V'� -'tr` :/.49. :"; TO AVOIDSHORT --•-..- -_..-.. .-:.. .... -.. . CI RCUTI NG —\ _________ _____ (MAY ALSO USE+b" ;p ''.�`. :'1 ;;:-`.�.:•: WIDTH METHOD, •' ;0': ; FOLLOW STATE RS&Gs) • ;il•..: _ ` .', :L;', {;, I:-.N.::::�:. ..N SAND ;: N yam. .y r.;.." ,; f "> ...,`? ..h '•;:1. .•; .; „ . u" ,i�a .�.• • �! :; ::;-;;•: ;.:1 0 .10 �.` S10317 •;��i z G , 1 r— 70 36 r o EY,uIn=S Ili co rn ,,, AN ASBUILTI INSTALL SIGNOFF FEE WILL -4 Z , BE CHARGED AT TIME OF INSTALLATION i Z tJ i ' r r VALVE BOX THREADED CAP BALL TO FIN. GRADE VALVES �b"ORIFICES C� 12:OO 7- PIIIIIIIIM W/ SHIELDS n n n 9O' SWEEP ire . . iY...i:-...e.4-.4r..:r_ire I ...., \ ..................,......•.'. CHECK VALVES .• 4.• 0, �• dp.''�''� �• frf(AS NEEDED) GLUED TEE PIONEER. DIGGING, INC. CUSTOMER: SHIRLEY ANDERSON TEST HOLE I: TEST HOLE 2: PARCEL# 4202415�L150 4161 GLS CS 02 GIS 12-60 Gcs SEPTIC DI I(;NS ADDRESS: 1561WRA11..R.OADAVE 1 X' 61 ROOFS-60 3083 E.MASON BENSON RD. CRAPEVIEVE,WA 985416 DESIGNER: R.OBER.T H.PAYSSE FLATS OR RTHIS NOT FIELD MEASUSURVEREMENTS REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR SURVEYS.FIELD MEASUREMENTS MD COUNTY GIS DESIGN INTENDED FOR SEPTIC OFFICE 36(}4261803 FAX 360-427 2353 \ TO OTHER DEPARTMENT/AGENCY REVIEW DPURPOSES ONLY ESIGNER NOT RESPONSIBLE FOR SETBACD DEVELOPMENT MAY BE KS UNRELATED TO FIDE=I: DF DETAIL (2) SCALE NA SEPTIC COMPONENTS. LiliPumP s � ., Pump Specifications ->, 290 Series 3/4 hp y Submersible Effluent Pump o N 700 +so 200 100 30C N 4 ••+••— • OVER 1. . "4. I - , . ,0 JUL 01 2025 ,,, I I 1 7 'a MASON CCU!�TN ESr • 1 I %. NVIRONMENTAL HEA,LT j , RET `aq L 0' , 2 `• 1 r • r', ACBERi.03G1YS5E _*/ •---- i • 1 :^. . -• •`k C't , i 0 10 :0 1, . 00 70 N M .�'!I!I EXPIRES oA1.10M7 17R 1414,U7• -�,rw,t}U atrwrY7rflrrr lr�4 Yn/.•rrl yww���•rr�ri�w. 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 50 1.25 3 53 3/16" 0.59 2 12 25 1.59 2 50 1.25 9 59 3/16" 0.59 2 12 25 1.77 3 50 1.25 27 77 3/16" 0.59 2 12 25 2.30 DRAINFIELD HEAD(feet) 5.66 TRANSPORT LINE HEAD(feet) 1.60 ELEVATION CHANGE(feet) 5 RESIDUAL/SQUIRT(feet) 2 EXTRA LOSS/FITTINGS(feet) 5 TOTAL DYNAMIC HEAD(feet) 19.25 TOTAL GALLONS PER MINUTE 44.25 PIONEER DIGGING, INC. OMER: 2RLEY5NDERSONSEL# 420415-0110 SEPTIC DESIGNS ADDRESS: 1561 W RAILROAD AVE 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT EL PAYSSE OFFICE-360-426-1803 FAX-360-427-2353 SHEET: CALCS SCALE NA 24"RIBBED RISERS WI BOLT ON WATER-TIGHT LIDS CLEANOUT USE RISER LID ADAPTERS WITH NO GASKET LIDS . _-. a FINISHED GRAPE r ® o- - WATER-TIGHT -A : = JOINTS INLE? n ` . — "-i — �,�-f� J OUTLET TWO WAY TEE t• . 4"OSI EFFLUENT WATER-TIGHT FILTER JOINTS ',. — ?'} TANKS MUST BE ON STATE DOH A 1S00 GALLON WATER77GHT A P P R O °� ' 0 APPROVED LIST �, CONCRt/t SEP77CTANK O TANKS SEWAGE ,• 4. .'�. JUL 01 201 , (444ii."%.- •PUMP TANKS ' ITASON COUNTY ENV1ROh' ' i ' OVER 1000 GAL. '.: 1:' ^ 0 ' REQUIRES TWO =°,• . �; aw ' :. �' ' ACCESS RISERS ..�;:... :.�:':� 'i_ 'a:;-_ :;:•.w...r :d-...,• ;y;�. '4 • 1 TO GRADE '-.• s•toa» ' �/ " • Y ,0: FCBE2T h VAY:SE 'lY•` ,O! ^ . II • (•I ; AQUAWORKS —\_, EXPIRES CONTROL PANEL W/TIMER EVENTCOUNTER • ELECTRIfAL WORK DONE 24"RIBBED RISERS &HOUR METER BY LICENSED ELECTRIbAN W/WATER TIGHT LI DS 4 FINISHED GRADE ELECTRICAL CONDUIT '' I ' IIII : - .4' : '' ... _' a.' •'• • • ..1 ) - TRANSPORT LINE UNION& BALL VALVE .y INLET ik r° 15000ALLONWATER77GHT PUMP TANKS . CONCRE7EEPL/MP TANK LOCATED AT HIGHER (28 GAL./IN.) ELEVATION THAN ! DRAINFIELD MUST WATER-TIGHT JOINTS • HAVE ANTI-SIPHON DEVICE INSTALLED. PRESSURE TRANSDUCER • (OR FLOATS) _ ..1/4. CHECK VALVE USE TANKS FITTED • W/CAST IN WATER P. TIGHT FITTINGS FOR USE RUBBER I NLET/OUTLES 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 _ I ~1 _ ' ON RISERS. MAKE TIGHTNESS e •' c� SURE ALL HOLES ARE WATER-TIGHT CUSTOMER: SHIRLEY ANDERSON SCALE:NA PIONEER DIGGING, NCPARCEL#:42024-15-01150 INSTALL TANKS ON ORIGINAL OR SEPTIC DI_SIGNS ADDRESS:1561 W RAILROAD AVE COMPACTED LEVEL SOILS. RUN CROSS 3083 E MASON BENSON RD. GRABEN IEW,WA 985-k6 DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO OFFICE-360-426-1803 FAX-360-427-2353 SHEET: TANKS SC._\Ll_ NA AVOID SETTLING. 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 4 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. Designer not responsible for electrical permitting or other electrical specific code requirements. 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 �g responsible for the continuous operation and maintenance of the system per WAC 246-272A. FoAorilti9n t ai information, refer to Mason County Public Health Homeowner's Manual,which should be recei e alfte ance tkht 14. System owner should be cautious of landscaping around septic components. Root intrusion JUL 0l 1 20%5 T. can cause premature failure of the drainfield area. In addition, bushes and trees should be keprON COUNTY ENVIRONMENTAL HEAL away from lids and other septic maintenance points. RET 15. Changes made at time of installation may impact designer calculations, pump sizing, and I compliance w/county and state requirements. Contact designer prior to install w/any Av proposed variations from design. Changes may result in additional fees and permitting. '' • PIONEER DIGGING, INC. I JN,ER: SHIRLEY ANDERSON �. PAR • • PARCEL#:42024-15-01150 s''p17 " ;� Y `�`; RCHERT h WA155E 47/•` SEPTIC DESIGNS .\DDRESS: 1561 W RA1i..ROAD AVE +i :^ : • ,�..�� 3083 E MASON BENSON RD. GRAPEVIEW,WA 985* DESIGNER: ROBERT H.PAYSSE EXPR.S OFFICE-360-4261803 FAX 36(14272353 SIIFFT: NOTES SCALE: NA