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HomeMy WebLinkAboutSWG2026-00187-APPLICATION/DESIGN - SWG Application / Design - 7/1/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,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: SWG2026-00187 APPLICANT SCHULTZ ROBERT M Phone: 360-485-5052 Address: 38470 N US HWY 101 LILLIWAUP, WA 98555 OWNER SCHULTZ ROBERT M Phone: 360-485-5052 Address: 38470 N US HWY 101 LILLIWAUP, WA 98555 SEPTIC DESIGNER ALEX PAYSSE* Phone: 360-507-1546 Address: 3089 E Mason Benson Rd GRAPEVIEW, WA 98546 Site Address: Primary Parcel Number: 324133200000 Permit Description: Replacement 1500 GPO Oscar X02 -Table X Repair Permit Submitted Date: 06/15/2026 Permit Issued Date: 07/01/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $1,320.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/01/2029 (based on date of inspection) Permit Conditions: I 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: O� I 15 d,O� Cn C 0 AMOUNTRECEIVED: RECEIVED BY: Public Health & Human Services O v N Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street-Shelton,WA 98584 S\/\/G c . �_( O ' O ; 0 + I fA ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT � - - PHONE m MIKES BEACH RESORT Cr m' ( z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 38470 N US HWY 101 o LILLIWAUP WA 98555 m SITE ADDRESS-STREET,CITY,ZIP CODE u X 38470 N US HWY 101 LILLIWAUP WA 98555 I NAME OF DESIGNER ES PHONE ALEX PAYSSE 360-507-1546 NAME OF INSTALLER ® tJ PHONE 0 TBD PERMIT TYPE(select one) DRINKING WATER SOURCE RESIDENTIAL OSS COMMUNITY OSS ®COMMERCIAL OSS PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) PUBLIC WATER SYSTEM MIKES BEACH RESORT 51NEW CONSTRUCTION/UPGRADES UREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 19 TABLE X REPAIR I w SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE G7]SHORELINE LXLIDESIGNFORM(REQUIRED) ISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER O I IV n WAIVER(S)(IFAPPLICABLE) NA 22 AC ❑ YES Q NO 0 I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) CONTACT DESIGNER FOR SITE INSPECTION I o r O N. HWY 101 UP TO LILLIWAUP AND SITE ADDRESS 38470 ON RIGHT. I IC) SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT DOTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS cg 3(Q 3( L + cvq 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. TOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP ATION APPROVED/ISSUED BY DATE INE T IS F AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 4 1 3 - 3 2 - 0 0 0 0 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: II"11"X17" Permit Number: SWG - QQ 1 O 1 Designer's Name: ALEX PAYSSE/ALPINE SEPTIC DES. Applicant's Name: MIKES BEACH RESORT Designer's Phone Number: 360-507-1546 Mailing Address: 38470 N US HWY 101 Designer's Address: 3089E MASON BENSON RD LILLIWAUP WA 98555 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email alex@alpinesepttcdestgn.comTreatment Device ❑Glendon ❑ Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter 0 ATU OSCAR ❑Other X02 Treatment Level(check all that apply): El A ❑B ❑C ❑BLI ❑BL2 ❑BL3 ❑E ❑N Drainfield Type ❑Gravity ❑Pressure ❑Trench O Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms NA Schedule/Class OSCAR X02 Daily Flow:Operating Capacity 1125 gpd Length 05V 5O 4 COILS ft Daily Flow:Design Flow 1500 gpd Diameter Tq 0.5 in Septic Tank Capacity(working) 3000 gal Number 6 Receiving Soil Type(1-6) 1 Separation 0.5 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 1500 ft2 Total Number of Orifices - Designed Primary Area 1602 ft2 Diameter - in Designed Reserve Area NA ft2 Spacing - in Trench/Bed Width 12 ft Manifold Trench/Bed Length 133.5 ft Schedule/Class SCH.40 Elevation Measurements Length 134 ft Original Drainfield Area Slope 0 % Diameter 1.25 in New Slope,If Altered 0 % Preferred manifold configuration used? O Yes ❑No Depth of Excavation Up-slope SEE DESIGN in Transport Pipe from Original Grade Down-slope SEE DESIGN in Schedule/Class SCH.40 Designed Vertical Separation 18+ in Length 340 ft Gravel-based Drainfield Required? O Yes No Diameter 1.25 in Pump Required? Rf Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day PER MNF Diff. in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity PER MNF gal Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 2700 gal Uppermost Orifice I 'Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 18 gpm 1S Timer Rf Elapse Meter II' Event Counter Calculated Total Pressure Head 66.2 t} If Timer: Pump on PER MNF ,pump off PER MNF Comments Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 4 1 3 -- 3 2 -- 0 0 0 0 0 Permit Number: SWG - g DE�SILCN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 1 Test hole locations l' Drainfield orientation and layout Reference depth from original grade: 66 Soil logs g Trench/bed dimensions and tI Septic tank 61 Property lines critical distances within layout 9 Drainfield cover 66 Existing and proposed wells l6 D-Box/Valve box locations Reference depth from original grade within 100 ft of property l�1 Septic tank/pump chamber and restrictive strata: 91 Measurements to cuts,banks,and locations if Laterals,trench/bed,top and surface water and critical areas 6I Observation port location bottom 11 Location and orientation of 66 Clean-out location 0 Curtain drain collector curtain drain and all absorption [f Manifold placement O Sand augmentation components 66 Orifice placement Other cross-section detail: 69 Location and dimension of g Lateral placement with distance i I Observation ports/clean-outs primary system and reserve area 66 to edge of bed Other Information Buildings i1 Audible/visual alarm referenced Yes No 66 Direction of slope indicator ti Scale of drawing shown on scale d O Design staked out Waterlines bar 0 Recorded Notices attached Roads, easements,driveways, , O iI Waiver(s)attached ❑ Elevation bcaarr� ti parking eleva i �s � e co o n� O Pump curve attached 21 North arrow and scale drawing Dj [ 1 Evaluation of failure shown on scale bar JUL 01 2026 14nresidentiaI justification 0 e strength MASON COUNTY ENVIRONMENTAL HI/ H O Flow g DSIG API'ROVAL��, The undersigned designer must be notifie y installer at time of installation Rf Yes O No Signat re 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 -s'te regulations: W, 7 -L ,z6 E vi ental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ( 'l( 2"7 ✓ 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 TO PT. TOWNSEND / TABLE X REPAIR: \ __ SOIL TYPE 1: A& BL I - - �� r / I / I PROJECT SUMMARY: j � / _ j • PUMP OUT &ABANDON EXISTING " l 7 ��� - I TANK AND DRAINFIELD. I ^ �� �- }� • REPLACE EXISTING TILED SEWER I , I LINE COMING FROM CABINS TO I 7 '� ��� I TANK LOCATION. (ASPHALT I O ` I CUT/PATCH REQ.) • INSTALL SOLIDS HANDLING PUMP I / I BASIN. I • INSTALL NEW X02 TANKS. I / INCLUDE WATERPROOF BARRIER / COATING &TEST FOR LEAKS. I // • INSTALL NEW X02 DRAINFIELD& / PIPING, AS DESIGNED & PER I // I MANUFACTURER / SPECIFICATIONS. I • INSTALL CONTROL PANEL& d ; I BLOWER PUMPS, RUN ---- ---/ ---- -- / - ELECTRICAL AS NEEDED. / I ' I I • OPERATE & MAINTAIN // I I I SYSTEM AS REQ. BY / T I I MANUFACTURER AND / I I I I COUNTY/STATE / I I HOOD CANAL I I REQUIREMENTS. / I -J I PRE-CONSTRUCTION MEETING / W/ DESIGNER REQUIRED / // PUMP I LA I SITE PLAN 1.1 / ; BASIN I r. - C7 I I I , O I I _ � w / 0 JUL 01 2�2 �� / I ALL~- / I SITE PLAN 1.2 MASON COUNTY ENVIR0NIu1ENTAL HE' / I JI /j/1/// DF DETAIL 1/ I I V I I I I \ I A4SI 11I L --- - ---------------- �SE TO HOODSPORT LICENSED R EXPIRES ___________ / ___________________________ CUSTOMER:MIKES BEACH RESORT SOIL ANALYSIS:TEST HOLES VARY.GENERALLY VERY/EXT. N GRAVELLY SANDY SOILS AT 24-54"FOR TEST HOLES 1-3. �A� .................................. PARCEL: 3 2 4 1 3 - 3 2 - 0 0 0 0 0 TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN- SITE:38470 N US HIGHWAY 101 ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN 1.0 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. GRAPE VIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360-507.1546 0 0.5 1 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. ___ / " /z / ' TO PT. TOWNSEND MIKES BEACH RESORT DESIGN KEY // SITE NO. RESORT ID SITE NO. RESORT ID I Cabin 01 D Room D =a 2 Cabin 02 E Room E a \ 3 Cabin 03 F Room F 4 Cabin 04 G Room G 5 Cabin 05 H Room H 6 Cabin 06 17 Franklin Trailer 7 Cabin 07 18 Glamping#1 8 Cabin 08 31 Glamping#2 A Room A 19 RV Spot A B Room B 20 RV Spot B C Room C J Private Residence / CREEK / // ,moo �� 7J• UL 0 1 2026 ASON COUNTY ENVIRONMENTAL HEALTH EXIST. W/L 7 EXISTING 4" SEWER LINE / +16° CONNECT TO NEW TANKS rr � PUMP OUT&ABANDON EXISTING TANKS +16" & DRAINFIELD, INSTALL NEW X02 TANKS. REINSTALL WATERLINE AROUND TANKS LOCATION DL SLEEVED PER PIPELINE SEPARATION GUIDELINES. EXIST. W/L EXISTING TANK& DRAINFIELD LOCATION i REPLACE OLDER SEWER LINE W/ NEW 4" 3034 SEWER LINE.. �( CONNECT TO EXISTING CABINS. -A / 7'i / EXISTING SHORELINE/BULKHEAD Pyye � N� j / lam/ SOLIDS HANDLING o? ALEX L;PAYLSE�� 2/ PUMP BASIN HOOD CANAL LICENSEDDESIGNER / / E%PIRES 2 / CUSTOMER: MIKES BEACH RESORT SOIL ANALYSIS:TEST HOLES VARY.GENERALLY VERY/EXT. N GRAVELLY SANDY SOILS AT 24"-54"FOR TEST HOLES 1-3. ( A� ,.,......•.•...........•.......... PARCEL: 3 2 4 1 3 - 3 2 - 0 0 0 0 0 TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN- SITE:38470 NUS US HIGHWAY 101 ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN 1.1 SCALE: 1 n=50' 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 I I PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT I 360.507-1546 0 0.5 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. �/ +18„ ______ / / i' / // MIKES BEACH RESORT DESIGN KEY / r ,, SITE NO. RESORT ID SITE NO. RESORT ID / 1 Cabin 01 D Room D / // 2 Cabin 02 E Room E / ,' 3 Cabin 03 F Room F / 7 r 4 Cabin 04 G Room G 5 Cabin 05 H Room H ____ti / 6 Cabin 06 17 Franklin Trailer / i HOOD CANAL 7 Cabin 07 18 Glamping#1 / r 4 8 Cabin 08 31 Glamping#2 EXIST. W/L ; +1a, A Room A 19 RV Spot A r B Room B 20 RV Spot B r' C RoomC J Private Residence IEXISTING SHORELINE/ �/ ' BULKHEAD TEST HOLE 1 / i 0-6 COMPACTED GRAVELS -2" 6-54 BROWN EGLS-GLS / I / ROOTS-54 / , REPLACE OLDER SEWER LINE TEST HOLE 2 / �/ W/ NEW 4" 3034 SEWER LINE. 0-12 COMPACTED GRAVELS STORMWATER CONNECT TO EXISTING CABINS. 12-24 BROWN EGLS-VGLS DRAIN PIPING 24+COMP.GREYED SOILS ROOTS-24 / I EXIST. W/L TEST HOLE 3 / / 0-12 COMPACTED GRAVELS / I / Bmn J 12-35 BROWN VGLS / 35+COMP.GREYED SOILS - ROOTS-35 0 � _� WATERLINE CROSSING. DBL SLEEVE 10' TEST HOLE 4 4 BOTH DIRECTIONS & FOLLOW PIPELINE +1O„ 36+ GREYED/CO . SEPARATION GUIDELINES. 36+MOTTLED/COMPACTED O ROOTS-36 7 Q *KEEP D/F OUTSIDE OF TEST HOLE 4, • r�r 3 DISTURBED SOILS AREA. 7 / / I *OLD STORM PIPING UNDER DRAINFIELD MUST i 3 INSTALL NEW X02 DRAINFIELD BE REMOVED PRIOR TO 2 (1) 12'x133.5' BASAL AREA/ 1500 SF INSTALL. BACKFILL ANY r' DISTURBED SOIL W/C-33. r *INSTALL 12"ADDITIONAL C-33 SAND UNDER OSCAR / /� DRAINFIELD AREAS. THIS PROVIDES ADDITIONAL // r1 TREATMENT IN ADDITION TO REMOVING THE TOP r / I COMPACTED LAYERS IN ORIGINAL SOILS. SCARIFY / / / tp AND FOLLOW MANUFACTURER DIRECTIONS. / / // / *BEACH ACCESS WILL NEED I TO BE MODIFIED TO AVOID - - VEHICULAR TRAFFIC ON D/F / OHWM AREA U 11 u,5` g Rev yYoatn TO HOODSPORT JULO q fa '} ' 51)0393 / / U P � �2'� LICENSED DESIGNER `MASON C0UN F�'ENVIRONMENTAL HEti-' ' EXPIRES / CUSTOMER:MIKES BEACH RESORT SOIL ANALYSIS�`Ir'SOFI'OLES VARY.GENERALLY VERY/EXT. N GRAVELLY SANDY SOILS AT 24-54"FOR TEST HOLES 1-3. ....... ..... .......... PARCEL: 3 2 4 1 3 - 3 2 - 0 0 0 0 0 TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN-- SITE: 38470 N US HIGHWAY 101 ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN 1.2 SCALE: 1"=50 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 360-607.1546 IS_10.5_112.1 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. • / / l / //12' /J// LJ/ / / l / MW/ / S� .*`INSTALL OSCAR X02 AS xr�>� O yr �°� 17 PER MANUFACTURER 3 SPECIFICATIONS '�t E ��F /F rrXS ;` fir tip "y r *� � OSCAR X02: / 24 OS-50 COILS rti� / 6 LATERALS / SINGLE ZONE ./ Ib 19 / EXISTING ;- SHORELINE/ / / BULKHEAD I / 3 , OWNER TO VERIFY 75' JF / PROPERTY LINE J1 LOCATIONS PRIOR \ TO INSTALLATION Err s11a yJ�4 �#k V / I �x � V REMOVE OLD j/ � / �� �� Q 20 HOOD CANAL / I COR. PERF. PIPING / 05 ' *BEACH ACCESS WILL xfi y NEED TO BE MODIFIED TO rat m OB PORTS AVOID VEHICULAR (X12) TRAFFIC ON D/F AREA ADDITIONAL RV SITES ON :. BEACH TO BE ti REMOVED BY OWNER. ` JUL 01 2026 MASON CC JNTY ENVIRONMEN / / r \ y� 5110393 �� 2 ALEX L.PAYCSE��s LICENSED DESIGNER EXPIRES li CUSTOMER:INIIKES BEACH RESORT SOIL ANALYSIS:TEST HOLES VARY.GENERALLY VERY/EXT. N \, "' GRAVELLY SANDY SOILS AT 24-54"FOR TEST HOLES 1-3. �A� PARCEL: 3 2 4 1 3 - 3 2 - 0 0 0 0 0 TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN- SITE:38470 N US HIGHWAY 101 ALEX L PAYSSE,DESIGNER SHEET:DF DETAIL SCALE: 1"=20' 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 0 0.5 1 12. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. NO SLOPE 5 FOOT COILS OS-50 / X02-1500 *INSTALL OSCAR X02 AS PER MANUFACTURER SPECIFICATIONS *CONNECTION OF COILS ON ILLUSTRATION NOT SITE SPECIFIC. CONNECT 4 COILS /6 LATERALS TOTAL. MIN. SHOULDER LENGTH (133.5') v t :,.;.. .,!' .. •i....::..>:1, , .. .r INSPECTION PORT *INSTALL (2) INSPECTION PORTS AS SHOWN FOR EACH LATERAL (6 LATERALS) RECOMMENDED BLOCKING/CURBING (VEHICULAR BLOCK) SLOPE BASE r4SLIPCAP FROM HWY OIL -- - 1cL1 NL ;yp:te. ASTM C-33 SAND INSPECT16N PO PREPARED SOIL SURFACE BASAL WIDTH (12') *INSTALL 12"ADDITIONAL C-33 SAND UNDER OSCAR p ¢�DrIE 6'AREAS TO P '�� ' , it D94S:S,COM' CTION. JUL 012026 LtA 3 N� MASON COUNTY ENVIRONMENTAL HEALTH yam. 5110393 >� 2 ALEX L;PAY:,'o 'LICENSED DESIGNER EXPIRES REF.:WWW.OSCARONSITE. OM , q/ CUSTOMER: MIKES BEACH RESORT SOIL ANALYSIS:TEST HOLES VARY.GENERALLY VERY/EXT. N GRAVELLY SANDY SOILS AT 24-54"FOR TEST HOLES 1-3. ��� ..............................„ PARCEL: 3 2 4 1 3 - 3 2 - 0 0 0 0 0 TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN--- SITE: 38470 N US HIGHWAY 101 ALEX L PAYSSE,DESIGNER SHEET:X02 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 S I. I 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. Modified Oscar X02-1500 Tank Design REF.:WWW.OSCARONSITE.COM AERAT0R1 AEAATORZ AERATOR] U5 Shc.tl T 1&Rmm 2/3 1/3 3000 Gallon Pre-cast Concrete 1000 Gallon Pre-cast Concrete 2700 Gallon Pre-cast Concrete Double Compartment Septic Tank Single Compartment Clarifier Tank Single Compartment Pump Tank AERATOR o o L2010 /3 1/ Ran Gal.+jfj9a 990 Gal.+ 2700 Gal.+ N. :l Install Oscar X02-1500 Kit per MFR specifications. Finished plumbing may differ from drawings provided. ORDER TANKS COATED W/WATERPROOF BARRIER&TESTED FOR LEAKS *Installer needs to discuss Aerator location w/owner. J . j illustration 3 REF.:W .OSCARONSITE.COM LOT-3O pump cure:WW , . _ 00ItPAttfl[-it610 E-3QGPM '.11B4 . . ` -i €t., I-.;- V+a mrt`.•Assu Lh JUL 09 2026 ) fk I 4 r E ^ul iP£.t i'r I MASON COUNTY ENVIRONMEN �ot0 � a snsw t 1 a 1;_,._..S !! Iq tt S Q ZyA 4 +t to 1+pn 1 a 4 4 4 iq t7/ rib lm . R�#atti illustration `• Gj 51JO393 spm.�c10ae1 = ALEX L.PAY;.a luxsl m eam� us > Iasi ssa a Duplex Pumps LICENSED[)ESIGNER REF.:WWW.OSCARONSITE.COM REF.:WWW.OSCARONSITE.COM EXPIRES (oIIQ CUSTOMER: MIKES BEACH RESORT SOIL ANALYSIS:TEST HOLES VARY.GENERALLY VERY/EXT. N GRAVELLY SANDY SOILS AT 24-54"FOR TEST HOLES 1-3. ......... ..................... I PARCEL: 3 2 4 1 3 - 3 2 - 0 0 0 0 0 TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN- SITE:38470 N US HIGHWAY 101 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 I I PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT I I 360-507-1546 0 0.5 T 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. • ' CONNECT 2" ;' INTO4"3034 ;' ' EXIST. 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';.r`:"d•' EUraryt4atlSSs. v}� U4n RelrX nb Y••(((p''..bT SJep a/c:Wke are SB tlLKnaSee sta°9nEM spa proci0UaI/ S 75.T 1514 287.1 3828 37515 4§42 5351.0 685.7 4 "t ..y Step am BdddSatdSeBSI atgentpohasin is 1151 79 •lnlene ttm fi`I aa'xefataix)bee Ixmne/mrnnramat an less Slat 5C. 20 eS •ft3'n Asa the lnp d th6 dts bl4gst i eah Q5 rttT.)zie7re fact pa[i. •t s:na Ibe FezU 0a skpessusy fnrr®ratin. D 1a G anals Uc SxmttvshfdFsA Ee IJ nd f L` ad ter>JtxdJrtm'xxgxlsU f S 12 SS gg _ 'F_ ;x JUL 0 1 2026 ;. +• u A An 0 20 40 60 55 sIn 20 140 144 U5GannrnPernc'amee F1 rn.ere J. `ti CUSTOMER: MIKES BEACH RESORT SOIL ANALYSIS:TEST HOLES VARY.GENERALLY VERY/EXT. /N GRAVELLY SANDY SOILS AT 24-54"FOR TEST HOLES 1-3. / .,r............................... PARCEL: 3 2 4 1 3 - 3 2 - 0 0 0 0 0 .TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN-- SITE:38470 N US HIGHWAY 101 ALEX L PAYSSE,DESIGNER SHEET:PUMP BASIN SCALE: 1"=10r 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 0 0.5 1 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. Peak Peak SITE NO. RESORT ID People Weekend Weekday DESIGN FLOW ANALYSIS: (100%) (40%) 1 Cabin 01 2 60 24 Historical water use records dating from 2018 to present were 2 Cabin 02 4 120 48 reviewed as part of the wastewater flow analysis.Weekly meter 3 Cabin 03 2 60 24 readings maintained by the owner indicate average facility flows 4 Cabin 04 2 60 24 are typically between 300-500 GPD.The facility experiences 5 Cabin 05 4 120 48 significantly reduced occupancy during winter months,with 6 Cabin 06 2 60 24 7 Cabin 07 4 120 24 off-season use generally limited to the owner's residence. 48 8 Cabin 08 2 60 24 Higher flows occur primarily during peak summer holiday A Room A 4 120 48 weekends where flows are assumed to be as high was 1500 gpd. B Room B 6 180 72 The highest recorded historical water use was approximately C Room C 6 180 72 D Room D 9 270 108 4,320 gallons per week during the 2018 operating season.More E Room E 4 120 48 recent records indicate reduced post-COVID demand,with peak F Room F 4 120 48 weekly usage reduced to approximately 2,500 gallons per week G Room G 2 60 24 (approximately 416 GPD average daily flow).Historical peak H Room H 2 60 24 usage trends,seasonal occupancy patterns,and EPA onsite 17 Franklin Trailer 2 60 24 wastewater design guidance were utilized to establish a 18 Glamping#1 2 60 24 31 Glamping#2 2 60 24 conservative design flow of 1,500 GPD.A 2,700-gallon pump 19 RV Spot A 2 60 24 tank is also provided to accommodate short-term peak flow and 20 RV Spot B 2 60 24 surge events.Changes in business use beyond that discussed J Private Residence 4 240 240 may require additional flow analysis,design,and permits. 73 2310 1068 7 Day Average 1423 WASTESTRENGTH ANALYSIS: Employees(2@20) 40 Waste strength could be slightly higher than residential Total 1463 strength, but inconsistent as the usage varies greatly Design Flow 1500 throughout the year.Wastewater characterization sampling was *The above table is an estimate using the EPA Manual flow estimates conducted on May 7th, 2026 from the first compartment of the Water readings provided by the owner dating back to 2018 were also existing septic tank.Analytical results indicated BOD5 of 662 heavily used to determine an appropriate design flow. mg/L.The elevated BOD and oil&grease concentrations are believed to be influenced in part by grab sampling location DAILY DESIGN FLOW RATE 1500.0 gpd within the primary septic chamber, low-flow seasonal operation NUMBER OF ZONES 1.0 conditions,and reduced hydraulic dilution associated with DAILY FLOW PER ZONE 1500.0 gpd off-season occupancy levels at the time of sampling.TSS NUMBER OF COILS PER ZONE 24.0 concentrations remained within typical residential wastewater NUMBER OF COILS PER LATERAL 4.0 strength ranges,suggesting wastewater characteristics NUMBER OF LATERALS PER ZONE 6.0 generally consistent with domestic-type commercial wastewater FLOW RATE PER ZONE 8.4 gpm rather than severe high-strength waste conditions. FLUSHING FLOW RATE 9.6 gpm Due to the seasonal nature of the facility occupancy and MINIMUM FLOW RATE (PUMP REQ) 18.0 gpm variability in hydraulic loading,continued wastewater monitoring is recommended during peak operation. FRICTION LOSS (1.25"SCH.40) 14.2 ft 0 V ELEVATION GAIN 6.0 ft ?, a INLET PRESSURE 46.0 ft . � I OPERATING POINT 66.2 ft M L 2026 ye „may NVIRONMENTAL HEALTH 51 � ALEX L.PAYL'3E`�� LICEfVSE DESIGNER EXPIRES ' 8y CUSTOMER:MIKES BEACH RESORT SOIL ANALYSIS:TEST HOLES VARY.GENERALLY VERY/EXT. N GRAVELLY SANDY SOILS AT 24-54"FOR TEST HOLES 1-3. iA \1 ............................... PARCEL: 3 241 3 - 3 2 - 0 0 0 0 0 TEST HOLE 4 SHOWED GREYED DISTURBED/DRY SOIL ALPINE SEPTIC DOWN TO 24",SOME WATER SEEPAGE AROUND 30". -DESIGN- SITE:38470 N US HIGHWAY 101 ALEX L PAYSSE,DESIGNER SHEET:CALCS SCALE: NA DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANTICOUNTY PROVIDED PLATS OR 3089E 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 S 0.5 , 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 fee(see contract)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. Homeowner install NOT allowed on this permit. 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 1 Oft 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 1 Oft 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 Q J� on these drawings may or may not meet other requirements. , CUSTOMER:MIKES BEACH RESORT ��o WAg��� PARCEL: 32413 - 32 - 00000 ALPINE SEPT IC ��' —DESIGN- SITE:38470 N US HIGHWAY 101 Cl 5110393 ALEX L.PAYSE . ALEX L PAYSSE,DESIGNER SHEET: NOTES SCALE: NA o'I iBEfdSEU DES_(___ 3089E MASON BENSON RD GRAPEVIEW WA 98546 I I I I EXPIRES 360.607-1546 0 0.5 I z