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HomeMy WebLinkAboutSWG2026-00009 - SWG Application / Design - 1/8/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 a" . 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: SWG2026-00009 APPLICANT Alex Paysse Phone: 3605071546 Address: 3089 E Mason Benson Rd Grapeview, WA 98546 OWNER FOUCHT RICHARD Phone: Address: 100 E DETROIT DR ALLYN, WA 98524 SEPTIC DESIGNER ALEX PAYSSE* Phone: 360-507-1546 Address: 3089 E Mason Benson Rd GRAPEVIEW, WA 98546 Site Address: 100 E DETROIT DR Primary Parcel Number: 121055101026 Permit Description: Upgrade 4bd ATU to pressure trench Permit Submitted Date: 01/08/2026 Permit Issued Date: 01/28/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/13/2029 (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 NM: MASON COUNTY DATE RECEIVED: O I 0 cijaaQ, c > ■ AMOUNT RECEIVED: RECEIVED BY: Public Health & Human Services f 70 ONLiNE- �Q v 12 m <_ Cl) Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 r //�� C O 415 N.6th Street-Shelton,WA 98584 S WG - 00009 o x Z 13 ON-SITE SEWAGE SYSTEM APPLICATION m APPLICANT PHONE m RICK FOUCHT z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 3 100 E DETROIT DR Ck� ALLYN WA 98524 m SITE ADDRESS-STREET,CITY,ZIP CODE !" X N100AME FESIDETROIT DR o , ALLYN WA 98524 I ALEX PAYSSE ��GNER � 360-507-1546 PHONE I N) NAME OF INSTALLER &�t PHONEInl I TBD 1=,C7 Wil /� <_ I PERMIT TYPE(select one) EP DRINKING WATER SOURCE N O K RESIDENTIAL OSS COMMUNITY OSS In-COMMERCIAL OS 5-PRIVATE INDIVIDUAL WELL S PRIVATE TWO-PARTY WELL 2 I Ul TYPE OF WORK(select one) VPUBLIC WATER SYSTEM DETROIT DRI�fOr NEW CONSTRUCTION/UPGRADES 5 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIR I I SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO IDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20259 r �i O la WAIVER(S)(IF APPLICABLE) 4 0.3 El YES YES NO r 0 I CD I DIRECTIONS TO SITE AND SITCTCONDITIONS:(ex.locked gate) N. HWY 3. RIGHT ON GRAPEVIEW LOOP RD. FOLLOW AROUND PAST TREASURE I ISLAND TO RIGHT ON DETROIT DR. CONTINUE TO SITE ADDRESS ON RIGHT. o I o IN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 14\1 1 t2. �s( r 3Z--s� / ItrT 6 .74 65 -, f-c,\,arf-4 1\- . 0/;() CSC-r 50 4- 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 lif NUir\eel 11131 ? (1(3/7419.-A-witlaY1 (fr8lu THIS 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: 1 2 1 0 5 - 5 1 - 0 1 0 2 6 A design will be reviewed when 3 copies of each of the following are submitted: '' 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/7" PARCEL IDENTIFICATION Permit Number: SWG Ct).(Q- 00009 Designer's Name: ALEX L PAYSSE Applicant's Name: RICK FOUCHT Designer's Phone Number: 360-507-1546 Mailing Address: 100 E DETROIT DR Designer's Address: 3089 E MASON BENSON RD ALLYN WA 98524 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email alex@alpinesepticdesign.com DESIGN PARAMETERS Treatment Device O Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter 0 ATU NUWATER ❑Other Treatment Level(check all that apply): ❑ A ❑B ❑ C O BL 1 O BL2 El BL3 ❑ E El N Drainfield Type O Gravity [ 'Pressure lifTrench 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 VARIES ft Daily Flow: Design Flow 480 gpd Diameter 1.25 in Septic Tank Capacity(working) BNR500 gal Number 8 Receiving Soil Type(1-6) 4 Separation 9 ft Receiving Soil Appl. Rat(t4ttPll b, 0.8 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 53 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class SCH.. 40 Elevation Measurements Length 85 ft Original Drainfield Area Slope 0-1 % Diameter 1.25 in New Slope,If Altered 0-1 % Preferred manifold configuration used? RiYes ❑No Depth of Excavation Up-slope 13-16* in Transport Pipe from Original Grade Down-slope 13-16* in Schedule/Class SCH.. 40 Designed Vertical Separation 12+ in Length 12 ft Gravel-based Drainfield Required? O Yes g No Diameter 2 in Pump Required? g Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 7 ft Dose quantity 68 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal Uppermost Orifice d Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 31.27 gpm lir Timer IZI Elapse Meter 121 Event Counter Calculated Total Pressure Head 16.76 ft /�/A P PR E 05 MIN ,pump off 4 HRS Comments JAN 2 8 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 1 0 5 -- 5 1 -- 0 1 0 2 6 Permit Number: SWG C ( - C.OOo cr DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations GZ( Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank ig Property lines critical distances within layout l ' Drainfield cover g Existing and proposed wells 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: 10 Measurements to cuts,banks, and locations Q( Laterals, trench/bed, top and surface water and critical areas L ' Observation port location bottom g Location and orientation of 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: lig Location and dimension of g Lateral placement with distance gi Observation ports/clean-outs primary system and reserve area to edge of bed Buildings Other Information lir Audible/visual alarm referenced Yes No Direction of slope indicator g Scale of drawing shown on scale g 0 Design staked out g Waterlines bar 0 t I Recorded Notices attached g Roads, easements, driveways, El Elevation benchmark and relative J 0 Waiver(s) attached parking elevations of system components g 0 Pump curve attached g North arrow and scale drawing 0 C1 Evaluation of failure shown on scale bar Non-residential justification ❑ C'Waste strength ❑ g Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation g Yes 0 No 1/8/20 Si of i er 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 Healt Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved" by Mason County Public Health. c(1517,9 ✓ 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 110' ± _ _ _ _ _ - _ - _ - - ____ _ DETROIT DRIVE I I i \\ \--- I DRIVEWAY/PARKING EDGE OF PAVEMENT \ \ _ APPROX. WATERLINEN Pp I I .IAN 2 MAsoN O pUN 8 X 026 w ` �ENV11?NciENT AL+1 i 0 GARAGE HOME RET HEALTH ED BELOW N I (2 BEDROOM) I I .__-.F , 7. r//////////1 V////////A I EXIST. S/T& NEW - _► I NUWATER & P/T r7/// ///////iI 3 -,,- AD U %///////////4 i- iI i at 0-®{no (1 BEDROOM) n^ F �///////////.� l 1 i - O C •2 1 , �l SHED _ _ I -- - - NEW 4 BEDROOM D/F EXISTING D/F (NOT FAILED) PRIMARY & RESERVE VIABLE RESERVE AREA SHED ON PIERS (NO FOUNDATION) DA = EXISTING CLEANOUT © = NEW CONTROL PANEL NO VEHICULAR TRAFFIC ON ��� TOP OF DRAINFIELD AREAS Zoe.,yA, PROJECT SUMMARY: COM . "?Sy REPLACE EXISTING TANK & DRAINFIELD REMOVE EXIST. SPLASH BLOCKS s'�" • ` 1'5:- ...e. W/NEWIf BEDROOM OSS (NUWATER, DIVERT DOWNSPOUTS/ROOF y: 51)0393 RUNOFF AROUND DF AREA p ALEX L.PAYL,oE P/T & PR SS. DRAINFIELD). LICENSED DESIGNER EXPIRES `\ CUSTOMER: RICK FOUGHT TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N Ala0-40 GSL 0--28 GSL 0--25 GSL r/, I,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,I PARCEL: 1 2 1 0 5 - 5 1 - 0 1 0 2 6 H2O @ 40 H2O @ 28 25-35 MOTT. ALPINE SEPTIC SITE: 100 E DETROIT DRIVE ROOTS-40 ROOTS-28 H2O@35 -DESIGN- ROOTS-25 ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN SCALE: 1"=20' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,OWNER-PROVIDED INFORMATION,FIELD MEASUREMENTS&COUNTY GIS. DESIGN INTENDED FOR GRAPEVIEW WA 98546 SEPTIC PURPOSES ONLY. PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY 360-507-1546 10 10.5 I, 12 REVIEW.DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. VALVE BOX OR RISER/LID TO *�L�� m.':4......- FINISHED GRADE ltb jPumps. Pump Specifications *ADJUST TO# M .j 280 Series 1/2 hp OF LATERALS Submersible Effluent Pump 2" SCH. 40 to la 1 "' 1 u BALL VALVES TRANS. -_1_LINE CHECK VALVES „I I II co n r cD rTHREADED CAP n > , a i T' ! I I .s i \ 16" ORIFICES @ 12:00 N..) ---- r -- W/SHIELDS �?; o oo O ; 4 _—_-_:_.,_l________L__ _: A ,- _o ; I m _ i I v --i 1 1 ,i I i �. 90° SWEEP � y °° - 70 Yaw. -_- �.r.�_ rig \- GLUED TEE LATERAL DIST.TO LATERAL# LENGTH 1ST ORIFICE TOTAL OB. PORT (feet) (inches) ORIFICES CLEANOUT A__/ FINISHED GRADE 1 20 4 5.00 6"+ COVER 2 20 4 5.00 (MAY REQUIRE / 3 43 4 11.00 FILL MATERIAL)I \ i .. ORIG. GRADE I 4 43 4 11.00 I 5 13 4 4.0.0 FILTER 6 22 4 6.00 FABRIC I 7 22 4 6.00 I 8 17 4 5.00 ',--,u_ t — �',� 41 DRAINFIELD HEAD(feet) 1.56 * > - * TRANSPORT LINE HEAD(feet) 0.20 M t e -1 r ELEVATION CHANGE(feet) 7.00 RESIDUAL/SQUIRT(feet) 2.00 � � EXTRA LOSS/FITTINGS(feet) 6.00 - ? � TOTAL DYNAMIC HEAD(feet) 16.76 3' TOTAL GALLONS PER MINUTE 31.27 WASHED ROCK N I + I REST. LAYER I h�Q'A I I ��F°F WAd,S.�A� **OKAY TO INSTALL (2) 20' TRENCHES & (2)43' (n��tp-1, TRENCHES AT 16" DEPTH TO AVOID CHANGES IN 63 5110393 BACKYARD GRADES. KEEP OTHER TRENCHES AT of ALEX L.PAYL.SE�4. MAX 13" DEPTH TO MAINTAIN 12"VS. LICENSED DESIGNER EXPIRES CUSTOMER: RICK FOUCHT TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N 0-40 GSL 0--28 GSL 0--25 GSL A i..................................1 PARCEL: 1 2 1 0 5 - 5 1 - 0 1 0 2 6 H2O @ 40 H2O @ 28 25-35 MOTT. //�\� ALPINE SEPTIC ROOTS-40 ROOTS-28 H2O @ 35 -DESIGN-- SITE: 100 E DETROIT DRIVE ROOTS-25 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 546 , EW WA 98546 I0.5 I� PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT S I2 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. CLEANOUT W/THREADED CAP 24"RISER&LID TO FINISHED GRADE (ENSURE RISER IS SEALED TO TANK&WATER-TIGHT CONNECTION) Da Illrerirernit �1 FINISHED GRADE _ o O- TO PUMP ., JL_ TANK . � - _ , , .f.3 \.._../ FROM1 . . .: ___,• .. . BUILDING NUWATER BNR500 TANK ..:., MUST BE STATE APPROVED TANK •i INSTALL TANKS PER MANUFACTURER WATER-TIGHT : NSTALLATION INSTRUCTIONS JOINTS r 1.... 4 .. v--"" • .. O r) • • O . V. , 4 • '� 2026 O• JAN �� H�p'I.Th ,,.. �. .. � .���� ' °:, A ENSA` RyT 24"RISER&LID TO FINISHED GRADE k lye tnl:- (ENSURE RISER IS SEALED TO TANK&WATER-TIGHT CONNECTION) A y�• h51 0393 J O� ALEX L.PAYGaE'- ELECTRICAL WORK LICENSED DESIGNER (ADDITIONAL L&I PERMITTING O 8 LICENSED ELECTRICIANS MAY BE REQUIRED) EXPIRES CONTROL PANEL LOAT TREE (AUDIOVISUAL ALARM) TRANSPORT D- a FINISHED GRADE --�/ LINE TO DF a _�llI�I FROM ATU—\ I il I_ • . d • t -- 4' . ' ♦ UNION& S( • BALL VALVE e EMERGENCY STORAGE HIGH WATER ALARM FLOAT INSTALL / .• ANTI-SIPHON WATER-TIGHT VALVE JOINTS •♦ (IF DF IS DOWNSLOPE 1200 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 EFFLUENT PUMP W/BUCKET • (SEE PUMP CURVE FOR TYPE) • I • • D . •4 CUSTOMER: RICK FOUCHT TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N * 0-40 GSL 0--28 GSL 0--25 GSL ( ................................... PARCEL: 1 2 1 0 5 - 5 1 - 0 1 0 2 6 H2O @ 40 H2O @ 28 25-35 MOTT. (A PARCEL: ALPINE SEPTIC SITE: 100E DETROIT DRIVE ROOTS-40 ROOTS-28 H2O @ 35 -DESIGN- ROOTS-25 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 105 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 designer 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. Q.A CUSTOMER: RICK FOUCHT APPROVED 4'4,of"�o�c2�� I..,,,.,,''!�' PARCEL: 1 2 1 0 5 - 5 1 - 0 1 0 2 6 JAN 2 8 2026 �"' t .A ALPINE SEPTIC SITE: 100 E DETROIT DRIVE 11039 -DESIGN- MASON COUNTYENVIRONMENTAI ALEX L.PAY::SE� ALEX L PAYSSE,DESIGNER SHEET: NOTES SCALE: NA RET LICENSED DESIGNER 3089E MASON BENSON RD GRAPEVIEW WA 98546 1 EXPIRES 360-507-1546 10 10.5 11 12 Aoi 4. GARAGE HOME 5'+ TO P/L BELOW (2 BEDROOM) 117' RESERVE/ / / / / / / 2Z / / / / / / 13' RESERVE// EXISTING SEWER LINES ( NO CHANGES) �2 17' PRIMARY 0 EXISTING CARPORTf 4 TO BE REMOVED FROM ////i2R-E‘Ev/E/ /-63-/iDRAINFIELD AREA / / / / / � 10 REMOVE EXIST. S/T _3,' \ .___ INSTALL NUWATER & PIT 22' PRIMARY ° 10 + 5'+ TO P/L r --,,`'„ ADU / / / / / / - 22,2, 22'RESERVE_ ___ (1 BEDROOM) / / / / / , o ° 20' PRIMARY �0 '� O ° ' I A -8" 4 O X ( i) O -17" ( 0 0 vzviy�,. r/ c-O,i,.,�c-f) cr) 22' PRIMARY 0 ° o i i I -i .\ �.� (( / 720 RESERVE% V'-- _ NJ 4'+ ckikr-;) • / / / / / l///2( / / / i72 RE 7- © / / SERVE/° 20' PRIMARY O O /% J, I 4 +��,� /� ;• A/ ° 13 PRIMARY 9O' RESERVE' ////7 , _ = 1 - _ _ a5 -' _ - _ x / / / / / SHED o ° 43' PRIMARY ° ° ° o I -11" ° ° 43' PRIMARY 0 0 ° ° o 4' / / 3'+ CO D REMOVE EXIST. SPLASH BLOCKS o '0 NO VEHICULAR TRAFFIC ON DIVERT DOWNSPOUTS/ ROOF ® = EXISTING CLEANOUT Z "0 TOP OF DRAINFIELD AREAS RUNOFF AROUND DF AREA © = NEW CONTROL PANEL 70 C. N �(i-- A tit �J Oo 'A� ---i O tV ®// CUSTOMER: RICK FOUGHT TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 N W,,S�' m rn ` 0-40 GSL 0--28 GSL 0--25 GSL w ' ///4, 2 z I,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,I PARCEL: 1 2 1 0 5 - 5 1 - 0 1 0 2 6 H2O @ 40 H2O @ 28 25-35 MOTT. rii . Q y j'_ z E--- ROOTS-40 ROOTS 28 H2O 35 0 ALPINE SEPTIC SITE: 100 E DETROIT DRIVE @ �� N -DESIGN- ROOTS-25 5110393 ALEX L PAYSSE,DESIGNER 1" = off' ALEX L. PAYL,SE�� SHEET: DF DETAIL SCALE: 1 0 DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE: APPLICANT/COUNTY PROVIDED PLATS OR LICENSED DESIGNER 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 EXPIRES 360-507-1546 ID las [ 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS.