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HomeMy WebLinkAboutSWG2025-00430 - SWG Application / Design - 11/14/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 A .: 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: SWG2025-00430 APPLICANT Alex Paysse Phone: 3605071546 Address: 3089 E Mason Benson Rd Grapeview, WA 98546 APPLICANT LENZNER, MARCUS & KATHLEEN Phone: Address: 1005 PANORAMIC LOOP BREMERTON, WA 98312 OWNER LENZNER, MARCUS & KATHLEEN Phone: Address: 1005 PANORAMIC LOOP BREMERTON, WA 98312 SEPTIC DESIGNER ALEX PAYSSE* Phone: 360-507-1546 Address: 3089 E Mason Benson Rd GRAPEVIEW, WA 98546 Site Address: UNKNOWN Primary Parcel Number: 221232250010 Permit Description: New 4bd ATU to pressure trench Permit Submitted Date: 10/24/2025 Permit Issued Date: 11/14/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 11/12/2028 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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 MASON COUNTY DATERECENED: I^ .IL O/ C D cn AMOUNT RECE' D: RECEIVED BY: CD (l) Public Health & Human Services �► O6kive-+ i L°7 v n Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 1 En 0 C N 415 N.6th Street-Shelton,WA 98584 S W G 7,0 2� 0 O 1 3) Z x ON-SITE SEWAGE SYSTEM APPLICATION D x m CIAPPLICANT PHONE m r— MARCUS LENZNER z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E 1005 PANORAMIC LOOP BREMERTON WA 98312 co SITE ADDRESS-STREET,CITY ZIP CODE XXX APRIL AVE. GRAPEVIEW WA 98546 I N NAME OF DESIGNER PHONE I N ALEX L PAYSSE 360-507-1546 NAME OF INSTALLER PHONE I v TBD <_ PERMITt TYPE(select one) DRINKING WATER SOURCE kn l� IV RESIDENTIAL OSS COMMUNITY OSS �COMMERCIAL OSS I'PRIVATE INDIVIDUAL WELL nr PRIVATE TWO-PARTY WELL Z I W TYPE OF WORK(select one) IS PUBLIC WATER SYSTEM t Me NEW CONSTRUCTION/UPGRADES n-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I IV SUBMITTALS 0 SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE CO ID DESIGN FORM(REQUIRED) ❑SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2E25? Q I N ❑ WAIVER(S)(IF APPLICABLE) 4 5 AC FIVES ENO n I 1 cm DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) N. HW( 3. RIGHT ON GRAPEVIEW LOOP RD. RIGHT ON THOMAS RD. LEFT ON I O APRIL AVE. ABOUT 0.15 MILES DOWN APRIL AVE. SITE IS ON RIGHT. STAKE W/ r GREEN/PINK RIBBON MARKS EXISTING ACCESS. FOLLOW PINK RIBBONS INTO o 0 TEST HOLES. SEE SITE PLAN I 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(tor reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 1111 r - 7/6, (is t, I V 12e)-f- Saf-A-c4-41 \n r jor,) 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 \ 1\zV i' Irz jzt ( c I)1-(k THIS FORM MAY BE S�ANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 2 3 — 2 2 — 5 0 0 1 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. 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 Designer's Name: ALEX PAYSSE Applicant's Name: MARCUS LENZNER Designer's Phone Number: 360-507-1546 Mailing Address: 1005 PANORAMIC LOOP Designer's Address: 3089 E MASON BENSON RD BREMERTON WA 98312 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email alex©alpinesepticdesign.com DESIGN PARAMETERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter IZI ATU NUWATER ❑OtheRNR500 Treatment Level(check all that apply): ❑A 0 B 0 C 0 BL1 0 BL2 0 BL3 El E ❑N Drainfield Type ❑Gravity 6if Pressure RfTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class SCH.40 Daily Flow:Operating Capacity 360 gpd Length 54 ft Daily Flow: Design Flow 480 gpd Diameter 1.25 in Septic Tank Capacity(working) 500TRASH+BNR500 gal Number 5 Receiving Soil Type(1-6) 4 Separation 9 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 800 ft2 Total Number of Orifices 55 Designed Primary Area 810 ft2 Diameter 3/16 in Designed Reserve Area 810 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 270 ft Schedule/Class SCH.40 Elevation Measurements Length 50 ft Original Drainfield Area Slope 2 % Diameter 1.25 in New Slope,If Altered 2 % Preferred manifold configuration used? lid Yes 0 No Depth of Excavation Up-slope 10 in Transport Pipe from Original Grade Down-slope 9 in Schedule/Class SCH.40 Designed Vertical Separation 18 in Length 50 ft Gravel-based Drainfield Required? EfYes 0 No Diameter 2 in Pump Required? I '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 ficHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 32.45 gpm 61r Timer Iif Elapse Meter 10 Event Counter Calculated Total Pressure Head 20.35 ft If Timer: Pump on 1 MIN ,pump off 4 HRS Comments APPROVED NOV 1 4 2025 MASON COUNTY ENVIRONMENTAL HEALTH Revised:4/14/2025 RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 1 2 3 — 2 2 -- 5 0 0 1 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ed Test hole locations 621 Drainfield orientation and layout Reference depth from original grade: Ig Soil logs EZ1 Trench/bed dimensions and I1 Septic tank gi Property lines critical distances within layout Drainfield cover lg Existing and proposed wells lig D-BoxNalve box locations Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: 171 Measurements to cuts,banks,and locations 12fLaterals,trench/bed,top and surface water and critical areas 12iObservation port location bottom Location and orientation of 12i Clean-out location 0 Curtain drain collector curtain drain and all absorption it Manifold placement 0 Sand augmentation components Orifice placement Other cross-section detail: FZi Location and dimension of Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information Buildings lg Audible/visual alarm referenced Yes No Direction of slope indicator l Scale of drawing shown on scale 0 Design staked out E21 Waterlines bar 0 [if Recorded Notices attached Roads,easements,driveways, El Elevation benchmark and relative ❑ i1 Waiver(s)attached parking elevations of system components 511 0 Pump curve attached 121 North arrow and scale drawing 0 12i Evaluation of failure shown on scale bar Non-residential justification ❑ Ii±i Waste strength ❑ L Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Eif Yes 0 No / �� 10/24/2025 Sig ature of D gner 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: Environmental Health pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. `�I 'v�� ✓ 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. Revised:4/14/2025 • — —— APRIL AVE. // „. , , ._. • SEE SITE I I/ I -----TT - PLAN (2) 1 -------4 ! i -; / : / I I y I I �_' /// WETLAND (PER PLAT) I / - I // : -••i:Il - . /� • �� / I // I I / I L / .• • • • - .*-vj:---1 -1110 BUFFER / \( 1 CO C° U I ,r, z I I CNJ W c�v I © .../ C? I j • y� w i�0 ti Z _ _ 'EII ;; iii- - - ALEX"it-1�� 0 L.PAYL.SE t. LICENSED DESIGNER EXPIRES `\ CUSTOMER: MARCUS LENZNER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /Nyy- \ : PARCEL: 2 2 1 2 3 - 2 2 - 5 0 0 1 0 0-28 GSL 0-28 GSL 0-28 GSL 28+GT/MOT 28+GT/MOT 28+GT/MOT ALPINE SEPTIC SITE:XXX E APRIL AVE ROOTS @ 28 ROOTS @ 28 ROOTS @ 28 —DESIGN— ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN SCALE: 1"=100' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360-507-1546 IS 10.5 11 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. NO FOUNDATION DRAIN *CONTRACTORS NEED TO DISCUSS 30' DOWN GRADIENT OF ELEVATIONS FOR TANK DEPTH AND PRIMARY/RESERVE DRAINFIELD ,- GRAVITY FLOW FROM ADU LOCATION. r,--___ /\I \ I / APRIL AVE. I ,Q?.o POSSIBLE \\\ i ifWELL SITE / �r — I DRIVEWAY 1/, _ I I Q �/1 1 1\` ----- ------------ ' I / i I FUTURE WATERLINE �, FUTURE ADU (MAINTAIN 10'+ TO SEPTIC MI ~- (1 BEDROOM) COMPONENTS & LINES) i \ \ O /' / / /� ti I\ \ / % LARGE \' ———- PROPOSED I ((REMOVE) n - © ~- DRAINFIELD iiii © (4 BEDROOM) I / / N I ; L® L t/ / ... . \ , / O, W * N......I.‘,, .. * I PROPOSED W V' SEPTIC TANKS • + I W W (TRASH, ATU, PUMP) W 1 W ,'W W W W 110'R __(:RASH, / APPROVE W W W BUFFER --\ * 4. * W / FUTURE HOME IVOV: # �Q2� " (3 BEDROOMS) MASON COUNTY.fNV1R0�r1, (EpIT ,HEALTH �,w,a9,4 �RE�..... -4- y` / WETLAND "` W 740.9Q-� 'r_ 01.E / * N, t (PER PLAT) , ALEXSL.PAY:;SE � � / ' OA = CLEANOUT W - LICENSED DESIGNER 111,, © = CONTROL PANEL I y W J' I `\ CUSTOMER: MARCUS LENZNER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N\ ./l:,,. 0-28 GSL 0-28 GSL 0-28 GSL �� I,,,, PARCEL: 2 2 1 2 3 - 2 2 - 5 0 0 1 0 28+GT/MOT 28+GTl MOT 28+GTI MOT ALPINE SEPTIC SITE:XXX E APRIL AVE ROOTS @ 28 ROOTS @ 28 ROOTS @ 28 —DESIGN— ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN(2) SCALE: 1"=50' DISCWMER: THIS'INURE A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTV PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360507.1546 10 IC II {2 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. APPRO . EL NOV 2025 \ NiARQ NO1TAtINUO'1 OVI ;l4 MASON COW ENVIRONMENTAL NF J i• `\ 1O TV1310AR� MWOG 'OE � e, RAT `\ QJ31411AR° 3VR323#I;YRA,•:. .'VS CLEANOUT --- .. N �^ �*,w°JHA 11 N. V. ti'l 5110393 J 4" 3034 •', 7 kr6-7/4' ALEX L.PAY;SE \\\- N LICENSED DESIGNER _x?tRES ,\I\ x N INSTALL TRENCHES LEVEL W/CONTOURS. \kik FIELD STAKING DONE PRIOR TO CLEARING. ��I° \\ N 5- 1.25" SCH. 40ift • 111 \• , , a_ :It \3\'1 II -I- aft, VALVE \\\\\\\ , . BOX ' ,,,,, .-, . itr 1 CV d . .! \ all./ ' .,., X ." ft . . . ' , ... . . 1111111111\ r• \\` OB PORT 60" & C/O 2" SCH. 40 , 24" • O s BM=CENTER UPPERMOST LATERAL ORIGINAL GRADE _ TRASH TANK, NUWATER, 99.82 O�_— • I LATERAL 2 99.82' O & PUMP TANK LOCATION LATERAL 99.65' LATERAL 4 99.47' LATERAL 5 99.30' PUMP 90.00' `\ CUSTOMER: MARCUS LENZNER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N/ \ PARCEL: 2 2 1 2 3 - 2 2 - 5 0 0 1 0 0 28 GSL 0-28 GSL 0-28 GSL / I' ""t""""""""""''' 28+GT/MOT 28+GT/MOT 28+GT/MOT ALPINE IG E P T I C SITE: XXX E APRIL AVE ROOTS @ 28 ROOTS @ 28 ROOTS @ 28 —DESN— ALEX L PAYSSE,DESIGNER SHEET: DF DETAIL SCALE: 1"=10' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANTiCOJNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ON.Y GRAPEVIEW WA 98546 l ` PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NC' 360507-1546 I O I0.5 I i 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. ,II;BiblA pumps. Pump Specifications / H LATERAL DIST. TO TOTAL i LATERAL# LENGTH 1ST ORIFICE FL50 Series 1!2 hp �If Ai (feet) (inches) ORIFICES Submersible Effluent Pump jLI A., _ 1 54 24 11.00 NO.Iulen Per Minute) 11:1_ 2 54 24 11.00 0 u 76 III 151 ION 227 x ,0 s , MI 179 sD • I u 3 54 24 11.00 4 54 24 11.00 so i____-- 185 54 24 11.00 , IIIIIIIIII DRAINFIELD HEAD (feet) 2.44 „ 11 TRANSPORT LINE HEAD (feet) 0.90 hriilliiik111111ELEVATION CHANGE (feet) 10.00 I n — — i RESIDUAL/SQUIRT(feet) 2.00 EXTRA LOSS/FITTINGS (feet) 5.00 0 . mi 6 TOTAL DYNAMIC HEAD (feet) 20.35 TOTAL GALLONS PER MINUTE 32.45 , 0 0 0 10 M 00 10 • 00 E0 70 03 00 100 OB PORT Roo PM) 611+ C L EAN O U T FIN. ............. "_.-n.r. 1..... "' "'" RISER/LID OR SANDY I GRADE VALVE BOX COVER rFORACCESS • I FILTER I I FABRIC I .•:•:•�•.•.•.•. •4•.I:•�•.�.:•:I. O ,-_.-_, GRADE izi:i�.zR:p:•: �:R.fib.i:fc�: BALL WASHED ROCK CHECK VALVES VALVES bp (AS NEEDED) THREADED CAP REST. LAYER 44 1 ls" ORIFICES @12:00 ® /4--kI W/ SHIELDS APPROVED ��� 90° • • •-• • i 0gt; �,k 4 SWEEP NOV 14 2025 %TL f i,=' • . : . . . MASON COUNTY ENVIRONMENTAL HEAL' ��L CENSEDIDESIGNER� RET EXPIRES GLUED TEE CUSTOMER: MARCUS LENZNER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N\ �� 0-28 GSL 0-28 GSL 0-28 GSL ( A —oESIIGN— PARCEL: 2 2 1 2 3 - 2 2 - 5 0 0 1 0 28+GT/MOT 28+GT/MOT 28+GT/MOT ALPINE SEPTIC SITE:XXX E APRIL AVE ROOTS @ 28 ROOTS @ 28 ROOTS @ 28 ALEX L PAYSSE,DESIGNER SHEET: DF DETAIL(2) SCALE: NA DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360507-1546 IO I0.5 I 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. UN THR NUISOC P 24'RISER 8 LID TO FINISHED GRADE rIENSURE RISER 6 SEA!.FIT TO TANK A WATFPRRANT CONNECTION ■ >♦ , • FINISHED GRADE- M. _ �� TO PUMP -- MAN [TANK 1 _ f.i. .,I _�(�' s — FROM] — — K—C BUILDING ,� . NUWATER BNR500 TANK 11f U . NI.ST BE STATE APPROVED TANK F + LL TAR.PER MAMACTURER WATER-TIGHT _.-",, AS msrAw.noN iwsTRuc*IKTNs JOINTS , • 0 500 GAL.TRASH TANK , OUST BE STATE APPROVED TANK J 1. 14BTALL TABKB PER BUMIFACTIRER NS LLIAIW NSTRUCTpNS .11 O ° APPROVED ... .. t. • :A.IN 1•r 1•. iM, A. ..` ..•.. •'i - , ' '. ., • . .. 4• '•. . - .- . . •,...0'.) . A. '- MASON COUNTY ENVInGNYENTAL HEALTH l� S RET11 •• WAdsr '� , ~A(rk -i• A. ,,A:., 24"RISER 8 LID TO FINISHED GRADE 6' (ENSURE RISER IS SEALED TO TANK 8 WATER-TIGHT CONNECTION) a� ALEX L.PAY:SE ELECTRICAL WORK `LICENSED DESIGNER (ADDITIONAL LAI PERM ITT NG • }� �`��� A LICENSED ELECTRICIANS MAY BE REQUIRED) CONTROL PANEL,X_ LOAT TREE (AUDIONISUAL ALA RV TRANSPORT FBI a ;As L�� LINE TO DF I FROM �_IIMIM _ SEPTIC TANK e of BALLUNION VALVE EMERGENCY STORAGE HIGH WATER ALARM FLOAT INSTALL WATER-TIGHT ANTI-SIPHON VALVE JOINTS V (IF OF IS DOWNSLOPE 1500 GALLON PUMP TANK OF TANKSI MUST BE STATE APPROVED TANK • INSTALL TANKS PER MANUFACTURER A INSTALLATION INSTRUCTIONS EXTEND CROSS • WORKING VOLUME HECK VALVE CONNECTIONS OUT ONTO ORIGINAL '• I. SOUS TOMINIBB7F ON/OFF FLOAT SETTLING PROBLEMS . BED/COMPACT SOIL, . AROUND ALL PIPING PRIOR TO BACKFILL ' EFFLUENT PUMP W/BUCKET ' (SEE PUMP CURVE FOR TYPE) • • d • .. .. • `\ CUSTOMER:MARCUS LENZNER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N\ PARCEL: 2 2 1 2 3 - 2 2 - 5 0 0 1 0 0-28 GSL 0-28 GSL 0-28 GSL / I..I.•"• I. .1••,•••I• ••1••I.128+GT/MOT 28+GT/MOT 28+GT/MOT ALPINE I G SEPTIC SITE:XXX E APRIL AVE ROOTS @ 28 ROOTS @ 28 ROOTS @ 28—DES N— ALEX L PAYSSE,DESIGNER SHEET:TANK DETAIL SCALE: NA DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE.APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360507.1546 la ID 5 II 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. General 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. 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 10ft to waterlines with all septic components& lines, unless approval within design/permit provides a reduced setback. Additional sleeving &install details may apply on reduced setbacks granted. 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. Field staking and measurements taken are approximate. Installer may need to re-stake/layout drainfield laterals/beds prior to installation, level w/contours using a laser level in order to maintain the approved depth of excavation.Contact designer w/any problems related to drainfield layout prior to attempting installation. 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. 15. Changes made at time of installation may impact designer calculations, pump sizing, and compliance w/county and state requirements. Contact design prior to install w/any proposed variations from design.Changes may result in additional fees & permitting. 16.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 i111 on these drawings may or may not meet other requirements. Q ek 1 11 I 1 CUSTOMER: MARCUS LENZNER 0+.�°� P P i o ,�!( L Ll �� �9,4411 PARCEL: 22123 - 22 - 50010 NOV 1 4 2025 " r= mll I or ALPINE SEPTIC SITE: 6- 51 039 c% v —DESIGN-- MASON COUNTY ENVIRONMENTAL HEAL- p2 ALEX L.PAY:;aE��. ALEX L PAYSSE,DESIGNER SHEET: NOTES SCALE: NA RET LICENSED DESIGNER 3089E MASON BENSON RD GRAPEVIE W WA 98546 360507.1546 10 los , 12