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HomeMy WebLinkAboutswg2026-00014 - SWG Application / Design - 1/13/2026 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: SWG2026-00014 APPLICANT Alex Paysse Phone: 3605071546 Address: 3089 E Mason Benson Rd Grapeview, WA 98546 OWNER MILLER ROBERT A& DENISE Phone: RANDALL Address: 24812 14TH CT S DES MOINES, WA 98198 SEPTIC DESIGNER ALEX PAYSSE* Phone: 360-507-1546 Address: 3089 E Mason Benson Rd GRAPEVIEW, WA 98546 Site Address: 30 E ZEPHYR LN Primary Parcel Number: 221041250060 Permit Description: New 4bd ATU to pressure trench Permit Submitted Date: 01/13/2026 Permit Issued Date: 01/27/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/16/2029 (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 Drainfield 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY 04MASON COUNTY DATE RECEIVED: Oil ! ' S— ' C > U) D f Public Health & Human Services AMOUNT REC ED: RECEIVED BY: fin rJ 7 oNL11•1� c�f!-C2� v_ Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street -Shelton,WA 98584 S W G a c.,2(P - c)oo I LI o 2 Z c/1 ON-SITE SEWAGE SYSTEM APPLICATION > D C) APPLICANT PHONE m ITI ROBERT MILLER z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E 24812 14TH CTS DES MOINES WA 98198 m SITE ADDRESS-STREET,CITY,ZIP CODE Q 30 E ZEPHYR LANE GRAPEVIEW WA 98546 I N NAME OF DESIGNER PHONE I m ALEX L. PAYSSE .z' 360-507-1546 NAME OF INSTALLER .itPHONE C I —1 TBD .. I. Z I PERMIT TYPE(select one) DRINKING WATER SOURCE N O W.RESIDENTIAL OSS COMMUNITY OSS F COMMERCIAL OSS L PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z° I -P a PUBLIC WATER SYSTEM ROOS TYPE OF WORK(select one) iii NEW CONSTRUCTION/UPGRADES n-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIR I L SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE O SHORELINE 03 DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 r0 I fV 5-WAIVER(S)(IF APPLICABLE) 4 6.05 0 YES ❑✓ 1 NO � I tri DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) N. HWY 3. LEFT ON MASON BENSON RD. CONTINUE PAST FIRESTATION UP HILL 1O TO LEFT ON ZEPHYR LANE. CONTINUE TO END AND PARK ON RIGHT NEAR SMALL r TRAIL (EASEMENT) THAT YOU CAN USE TO ACCESS SITE AND TEST HOLE AREA. o O BUILDING AREA RECENTLY MOWED. I rn SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I C) OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) O VOLUNTARY O MAINTENANCE/PUMPING O BUILDING PERMIT ['HOME SALE ['COMPLAINT O OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS \k): 4oCSL 7 OA- 0-2-1 L.-, Zi -f- ano ', �2 S L1 2/( 4- Sks. w a-Vw e2_1/4-1 SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT 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 t,y, ‘ 11(911.40. I III (z (a-NATO1i1tTHIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 0 4 - 1 2 - 5 0 0 6 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. v 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 aoa(p^ 0001 t--I Designer's Name: ALEX L. PAYSSE Applicant's Name: ROBERT MILLER Designer's Phone Number: 360-507-1546 Mailing Address: 24812 14TH CT S Designer's Address: 3089 E MASON BENSON RD DES MOINES WA 98198 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email alex@alpinesepticdesign.com DESIGN PARAMETERS Treatment Device ❑ Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirc lating Filter El ATU NUWATER ❑Other Treatment Level(check all that apply): ❑ A ,XB ❑C ❑ BL l . BL2 O BL3 n E f7 N Drainfield Type ❑ Gravity 6 'Pressure M'Trench O Bed O 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) BNR500 gal Number 5 Receiving Soil Type(1-6) 4 Separation 10 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 800 ft2 Total Number of Orifices 70 / Designed Primary Area 810 ft2 Diameter 3/16 in v Designed Reserve Area 810 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 270 ft Schedule/Class SCH. 40 Elevation Measurements Length 42 ft Original Drainfield Area Slope 1 % Diameter 1.25 in New Slope,If Altered 1 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 8 in Transport Pipe from Original Grade Down-slope 8 in (/ Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length 75 ft Gravel-based Drainfield Required? El Yes O No Diameter 2 in Pump Required? g Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff. in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 100 gal �/ Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal Uppermost Orifice Higher CI Lower than Pump Shutoff / Pump controls:Please check those required. Capacity @ Total Pressure Head 41.3 gpm g Timer g Elapse Meter wit Event Counter Calculated Total Pressure Head 23 ft If Timmer: Pu monn 1.1 MIN ,pump off 6 HRS Comments APPROVED JAN 2 7 2026 MASON COl1NTY FWIRONMENTA1 HFALTH RET Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 0 4 -- 1 2 -- 5 0 0 6 0 Permit Number: SWG cD,2. 0001C-1 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch • Test hole locations IR1 Drainfield orientation and layout Reference depth from original grade: 6I Soil logs iI Trench/bed dimensions and LI Septic tank • Property lines critical distances within layout Drainfield cover Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property 6Z( Septic tank/pump chamber and restrictive strata: VI Measurements to cuts,banks,and locations G7J Laterals,trench bed, top and surface water and critical areas 12f Observation port location bottom 671 Location and orientation of 6g Clean-out location 0 Curtain drain collector curtain drain and all absorption lid Manifold placement 0 Sand augmentation components 62f Orifice placement Other cross-section detail: 6Zj Location and dimension of if Lateral placement with distance RI Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 66 Buildings Audible/visual alarm referenced Yes No PI Direction of slope indicator O Scale of drawing shown on scale Ed ❑ Design staked out 6g Waterlines bar 0 64 Recorded Notices attached 6t( Roads,easements,driveways, p Elevation benchmark and relative 0 0 Waiver(s)attached parking elevations of system components l2f 0 Pump curve attached North arrow and scale drawing 0 Li4 Evaluation of failure shown on scale bar Non-residential justification ❑ I21 Waste strength ❑ g Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation lid Yes 0 No 4'67/(3 1/13/2026 Signature of Vesigner 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: 7;1 iPlh Environmental Health Sp cialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ( //c0/71 Ic/Z1✓ 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 / CLASS B WELL i TO MASON i BENSON RD ----, / / \ / / __ \ / // _4C • / -- FUTURE HOME / �/ r_.___. _ _ EASEMENT // / I 1(1/11 \V . /� ------ 1 ‘1 ., .6, --_.--- 7 � i� \ FUTURE \ / R ��___ - GARAGEN �/ FUTURE SHOP 1,1.../°°. \__ PROPOSED TANKS 66' PROPOSED 4-BEDROOM DRAINFIELD v 0 O I+ APPROVED JAN 2 7 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET iSaop TA i 352'± I 51)0393 of ALEX L. PAY. LICENSED DESIGNER EXPIRES CUSTOMER: ROBERT MILLER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N . \� 0-24 GSL 0-24 GSL 0-20 GSL / A� PARCEL: 2 2 1 0 4 - 1 2 - 5 0 0 6 0 24+MOTT/TILL 24+MOTT/TILL 20+MOTT/TILL ALPINE SEPTIC SITE:30 E ZEPHYR LANE ROOTS-24 ROOTS-24 ROOTS-20 -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 10 10.5 I, I2 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. _- \ \ _ _- FUTURE WATERLINE - _ (MAINTAIN 10'+TO SEPTIC -A-_ - COMPONENTS&LINES) 9 _ CLASS B __ ' __WELL \I i _ _ _ _ I ' _ R100, I / ; ___________ DRIVEWAY / - & PARKING i / ‘ / ©7 ' FUTURE / GARAGE / / FUTURE HOME / (4-BEDROOMS) FUTURE i / / SHOP / OA (W/BATH) ��'� _g_t \ 4" 3034 L SEWER LINE JO Olllll o Ip� N 2,ql O PROPOSED ,IIIIpj0111it R` \\___ SEPTIC TANKS 1/ �• (TRASH,ATU,PUMP) 3 llllll rrnrrll ql Nr011lU11 2" SC H.. 40 ,pr0l' �llpddlllll TRANSPORT LINE 1lllll�lli,.. 4-BEDROOM OSS PRIMARY & RESERVE APPROVED ���A�� A A� 8+44..‹,o QA = CLEANOUT JAN 2 T 2026 ��a` _4, N © = RV DUMPe 5100393 MASON COUNTY ENVIRONMENTAL HEALTH o2 ALEX L.PAYSSE�0 �/ © = CONTROL PANEL RET LICENSED DESIGNER EXPIRES CUSTOMER: ROBERT MILLER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N , . , __ 0-24 GSL 0-24 GSL 0-20 GSL r�s ..................................I PARCEL: 2 2 1 0 4 - 1 2 - 5 0 0 6 0 24+MOTT/TILL 24+MOTT/TILL 20+MOTT/TILL ALPINE SEPTIC SITE: 30 E ZEPHYR LANE ROOTS-24 ROOTS-24 ROOTS-20 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET: SITE PLAN (2) SCALE: 1"=40' 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 I0 I0.5 It Iz RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. P� ,M , � / RP / o R S� � Q / \MP i s� Ili* VALVE 9O'' R P BOX ,,,iIlllll / Fz � I s Fz P M R / 5 J� / \ j1105R s P ,M R 1. 5 PROVED J 27 2026 OB. PORT / JAN 1 I s� H & CLEANOUT / a ONMENTAL HEALT ' / 5 MASON COUNTY ENV1R RET ADJUST TO#OF RISER/LID OR LATERALS VALVE BOX TO -\\ FINISHED GRADE S BM=CENTER UPPERMOST A LATERAL ORIGINAL GRADE LATERAL 1 100.00' LATERAL 2 99.625LATERAL3 99.25' 74e LATERAL4 98.875' BALL VALVES LATERAL 5 98.50' 51!°i;A - CHECK VALVES I ALEX L.DESIGNER F� LICENSED DESIGNER (AS NEEDED) EXPIRES CUSTOMER: ROBERT MILLER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 NA ���+ . / �'�"" PARCEL: 2 2 1 0 4 - 1 2 - 5 0 0 6 0 0-24 GSL 0-24 GSL 0-20 GSL / 24+MOTT/TILL 24+MOTT/TILL 20+MOTT/TILL ALPINE SEPTIC SITE:30 E ZEPHYR LANE ROOTS-24 ROOTS-24 ROOTS-20 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET: DF DETAIL SCALE: 1"=10' 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 Is.s I1 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. Flow/Capacity in Liters Per Minute LATERAL DIST. TO TOTAL o 100 200 300 400 500 600 700 LATERAL# LENGTH 1ST ORIFICE ORIFICES 100 . . . . . 0 . . . ' 0 30 (feet) (inches) eo; t :25 as 80: — a, La.1 54 12 14.00 70. X r• Z0 2 54 12 14.00 e 50--_-_--, wsroaH 1_„ ___.___ .15 = 3 54 12 14.00 240 - 4 54 12 14.00 cl 30--.— . ;10 0 5 54 12 14.00 W530 5 10 DRAINFIELD HEAD (feet) 3.90 0 I 0 0 20 40 60 80 100 120 140 160 180 TRANSPORT LINE HEAD (feet) 2.11 Flow/Capacity in US Gallons Per Minute ELEVATION CHANGE (feet) 10.00 RESIDUAL/SQUIRT(feet) 2.00 EXTRA LOSS/FITTINGS (feet) 5.00 EFFLUENT PUMPS LittIeGIANT. TOTAL DYNAMIC HEAD (feet) 23.01WSIIIIIMPIES->nw>Rm iPP TOTAL GALLONS PER MINUTE 41.30 clacammow P APPROVED CEIRIIIIIIIIIIIIIIIIIIL JAN 272026 ��4-�"% P00.1`�' . atar Fs 4.1YR w Onnidn , rr1.�A�1416 MASON COUNTY ENVIRONMENTAL HEALTH ���f""s"y�� -�' ��y' • 1,t zy� RET f N 74 bj, 51)0393 %> 5 o� ALEX L.PAY;:SE�� ..�.�I -000ev�■ ®®moo®mm®®�v...rrrr rQa OBSERVATION PORT LICENSED DESIGNER ■.� EXPIRES ®®®®Y�®®®wV V V Vuo1®®ue-®� ®roo®a�am®®-uurrrrr r-©® u..:zir flSfli®d ®nr©r®®rrr®a 1.11IIIMIMILVI...... ....1₹9152r® CLEANOUT .""Mm"°""""""N FINISHED ®� ISM r■u�r �er>.ea■ea.nuaL SANDY / GRADE Ve®e®e:^aereee�®�' ®®®rote®r,sx+ NIII—IMIMMillEllIt ETAS'Mal COVER �� ® ®®®ee®rte; \ / " \ FILTER ORIGINAL FABRIC ( GRADE _�_�__+_ �_ �_ THREADED CAP � #44,41411:114.4 COO.' r=. . , ,.- . •: - 16 ORIFICES @ 1z:oo W/SHIELDS WASHED ROCK N 90° SWEEP\- REST. LAYERS GLUED TEE ,........... `\ CUSTOMER: ROBERT MILLER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N\ .1001-- `" 0-24 GSL 0-24 GSL 0-20 GSL / I PARCEL: 2 2 1 0 4 - 1 2 - 5 0 0 6 0 24+ MOTT/TILL 24+MOTT/TILL 20+MOTT/TILL A ALPINE SEPTIC SITE: 30 E ZEPHYR LANE ROOTS-24 ROOTS-24 ROOTS-20 -DESIGN- 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 360-507-1546 10 10.5 I1 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. W/ ANOo q HR P r 24"RISER&LID TO FINISHED GRADE (ENSURE RISER IS SEALED TO TANK 8 WATER-TIGHT CONNECTION) L•:•.•.•, FINISHED GRADE - — -o -- o TO PUMP.... • j TANK _'J_• i ' • - FROM) 7"� . BUILDING '� HI L. NUWATER BNR500 TANK • MUST BE STATE APPROVED TANK • f•- •t_ INSTALL TANKS PER MANUFACTURER ~ WATER-TIGHT ti INSTALLATION INSTRUCTIONS • JOINTS • i i L. 500 GAL.TRASH TANK -,. MUST BE STATE APPROVED TANK .1•� w. INSTALL TANKS PER MANUFACTURER , •• INSTALLATION INSTRUCTIONS 0 O 0 • •. • APPROVED JAN 2 7 2026 24"RISER&LID TO FINISHED GRADE ENSURE RISER IS SEALED TO TANK N WATER-TIGHT CONNECTION) MASON COUNTY ENVIRONMENTAL HEALTH RET ECT ELRICAL WORK (AECT AL LAI PERMITTING &LICENSED ELECTRICIANS MAY BE REWIRED) CONTROLPANEL� LOAT TREE (ADDIONISUAL ALARM) TRANSPORT it1LINE TO DF FINISHED GRADE FROM T ATUA I • r e...• -e . _ • ,.1 a ' • UNION& S BALL VALVE a EMERGENCY STORAGE HIGH WATER ALARM FLOAT • / • • INSTALL • ANTI-SIPHON WATER-TIGHT VALVE JOINTS 4: (IF DP IS DOWNSLOPE 1500 GALLON PUMP TANK OF TANKS) MUST BE STATE APPROVED TANK • INSTALL TANKS PER MANUFACTURER •• INSTALLATION INSTRUCTIONS • WORKING VOLUME — CHECK VALVE EXTEND CROSS CONNECTIONS • OUT ONTO ORIGINAL '• SOILS TO MINIMIZE ON/OFF FLOAT SETTLING PROBLEMS. BED/COMPACT SOILS - /� AROUND ALL PIPING �`•.� PRIOR TO BACKFILL •r ��oF w.Lsy,I. EFFLUENT PUMP W/BUCKET • CO H�� - (SEE PUMP CURVE FOR TYPE) �a r y� 51)0393 .%:',..., •� e . • •: • ' A • Oiii. ALEX L.PAY::SE 1s LICENSED DESIGNER EXPIRES CUSTOMER: ROBERT MILLER TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N �`� 0-24 GSL 0-24 GSL 0-20 GSL / A l.........., ..........,,......... PARCEL: 2 2 1 0 4 - 1 2 - 5 0 0 6 0 24+MOTT/TILL 24+MOTT/TILL 20+MOTT/TILL ALPINE SEPTIC SITE:30 E ZEPHYR LANE ROOTS-24 ROOTS-24 ROOTS-20 -DESIGN- 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 360-507-1546 I0 10 5 11 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 on these drawings may or may not meet other requirements. A �.%CU ❑p c?21*.‘1(26E0 STOMER: ROBERT MILLER �'1 1� s WA8mat9 ‘1/4PARCEL: 2 2 1 0 4 - 1 2 - 5 0 0 6 0 QN 2 gt; A MASON COON ALPINE SEPTIC 1Y EN —D E s I G N— SITE: 30 E ZEPHYR LANE VIRONMEN 5710393 >� TH.EX L.PAY:;3E ?; ALEX L PAYSSE,DESIGNER SHEET: NOTES SCALE: NA RET LICENSED DESIGNER 3089 E MASON BENSON RD GRAPEVIEW WA 98546 EXPIRES 360-507-1546 10 10.5 1, 12