HomeMy WebLinkAboutSWG2026-00070 - SWG Application / Design - 3/13/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,-967 ,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: SWG2026-00070
APPLICANT Acme Septic Design Phone: 3606988488
Address: P.O. Box 2954 Silverdale, WA 893
OWNER BEISLEY WILLIAM J & PAULA V Phone: 1.360.731.3348
Address: P O BOX 2389 BELFAIR, WA 98528
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE,WA 98383
Site Address: UNKNOWN
Primary Parcel Number: 322247790212
Permit Description: New 3bd pressure sandlined trenches with 6"sidewall collars
Permit Submitted Date: 03/13/2026
Permit Issued Date: 04/17/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $740.00 (additional fees maybe required upon installation of system).
Permit Expiration Date: 03/26/2029 (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 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.
8 Primary may not be swapped with reserve
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 DATERECENED: Oy j ôcj
AMOl1NTRECEN D: RECEIVED BY: O\`-
Public Health & Human Services v m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400
415 N.6th Street-Shelton,WA 98584 SWIG — h Y1
(200
0
V Z Cl)
ON-SITE SEWAGE SYSTEM APPLICATION
m 0
APPLICANT .. PHONE - IT1
Bill Beisley `` � z
MAILING ADDRESS-STREET,CITY,STATE.ZIP CODE '!1
PO Box 2389 Belfair WA 98528 w
• SITE ADDRESS-STREET,CITY,ZIP CODE 1L\I
NE Hurd Rd /&2 77 Belfair WA 98528 I
NAME OF DESIGNER ;-- PHONE N =
Rod Left /?., 360-698-8488
-NAME OF INSTALLER + ." PHONE I N
PERMIT TYPE(select one) DRINKING WATER SOURCE O I
®RESIDENTIAL OSS DICOMMUNITY OSS ®COMMERCIAL OSS ®PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z -P
TYPE OF WORK(select one) PUBLIC WATER SYSTEM
®NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) El TABLE X REPAIR I I
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE 0 SHORELINE
®DESIGN FORM(REQUIRED) dIsEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE WAS LOT CREATED AFTER 4/1/20257 0 I
1
®WAIVER(S)(IFAPPLICABLE) 3 1.31 ❑ YES Q NO C) I (o
DIRECTIONS TO SITEAND SITE CONDITIONS:(ex.Pocked gate)
See map. _ p .—� I o
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE((or reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
-ci -'
4bo "i~''
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
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: 32224-77-990212- --
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"X17"
Permit Number: SWG Oo-7 O Designer's Name: Rod Left
Applicant's Name: Bill Beisley Designer's Phone Number: 360-698-8488
Mailing Address: 120 NE Old Belfair Hwy Designer's Address: PO Box 2954
Belfair WA 98528 City State Zip Silverdale WA 98383
City State Zip Designer's Email info@acmeseptic.com
Treatment Device
❑Glendon ❑Sand Filter ❑Mound D Sand Lined Drainfield ❑Recirculating Filter O ATU ❑Other
Treatment Level(check all that apply): ❑A .1Z B ❑C ❑BL1 0 BL2 ❑BL3 D E ❑N
Drainfield Type
.❑Gravity ['Pressure ❑Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length -/O ft
Daily Flow:Design Flow 360 gpd Diameter 1 in
Septic Tank Capacity(working) 1500 gal Number 3
Receiving Soil Type(1-6) 1 Separation 9 ft
Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices
Required Primary Area 360 ft2 Total Number of Orifices 60
Designed Primary Area 360 ft Diameter 1/8 in
Designed Reserve Area 360 ft2 Spacing 24 in ✓�
Trench/Bed Width 3+1 ft Manifold
Trench/Bed Length 120 ft Schedule/Class 40
Elevation Measurements Length 32 ft
Original Drainfield Area Slope 0-8 % Diameter 1.25 in
New Slope,If Altered n/a % Preferred manifold configuration used? i�Yes ❑No
Depth of Excavation Up-slope 23 +Z,(' fin Transport Pipe
from Original Grade Down-slope 19 ' Cin Schedule/Class 40
Designed Vertical Separation 18 in Length 50 ft
Gravel-based Drainfield Required? O Yes Ed No Diameter 2 in
Pump Required? Rf Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Dif.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 15 gal
Drainfield Squirt Height/Selected Residual(head) 5+ ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice C 'Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head j,1.1 Y gpm Timer O Elapse Meter O Event Counter
Calculated Total Pressure Head 13. 1 ft If Timer: Pump on 1 min 17 s ,pump off 1 hr
Comments ;2 risers on pump tank APPROVED
APR 17 2026
MASON COUNTY ENVIRONMENTAL HTIi'sed:4/14/2025
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number:32224-77-90212--
Permit Number: SWG C�7U
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
BS Test hole locations 16 Drainfield orientation and layout Y Reference depth from original grade:
56 Soil logs 16 Trench/bed dimensions and 9 Septic tank
56 Property lines critical distances within layout 9 Drainfield cover
❑ Existing and proposed wells Rf D-Box/Valve box locations
P P Reference depth from original grade
within 100 ft of property 1f Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations IT Laterals,trench/bed,top and
surface water and critical areas I Observation port location bottom
-
❑ Location and orientation of Q( Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 1f Manifold placement O Sand augmentation
components [� Orifice placement Other cross-section detail:
l� Location and dimension of O Lateral placement with distance 61 Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings Other Information
Q( Audible/visual alarm referenced Yes No
11 Direction of slope indicator 9 Scale of drawing shown on scale O d Design staked out
lI Waterlines bar ❑ 1I Recorded Notices attached
l6 Roads,easements,driveways, El Elevation benchmark and relative Cl E1 Waiver(s)attached
parking elevations of system components CI O Pump curve attached
i6 North arrow and scale drawing O g Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by inst ller at time installation ld Yes 0 No
tare of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. n I ! //6
v' The Onsite Sewage Permit has not expired,the Permit Expiration Date is: `3 I�p ?
✓ 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
Mason County WA GIS Web Map
/_. _
j NEK
hl E urd Rd =_. ,
k.Y
L } N
rn PC
3 �x rte; E •�'� `�
y'• t' ri c x.) I :,}.
p,
4/8/2026, 12:50:07 PM n �� � [ D 1:6,123
0 0.05 0.1 0.2 ml
County Boundary APR 17 2026
0 0.07 0.15 0.3 km
No Filled MASON COUNTY ENVIRONMENTAL HEALTH
Tax Parcels (Zoom in to 1:30,000) RET Sources:Esri,HERE,Garmin,Intermap,Increment P Corp.,GEBCO,USGS,
FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NI.,Ordnance Survey, Esri
Japan,MEN,Earl China(Hong Kong),(c)OpenStreetMap contributors,and
the GIS User Community
Mason County WA GIS Web Map Application
Mason County disclaims accuracy,reliability,or timeliness of bsite info,not liable for losses from reliance on it https:/Avww.masoncountywa.gov/disclalmer.php
Pump Selection for a Pressurized System -Single Family Residence Project
BEISLEY/32224-77-90212
parameters
DIsda AssardySize 200 i 160
Trvs(xxtLa�i 50 feet
TraspertPpeClass 40
Trax1LJrSe 200 irfss
Dist ngWje t dd None 140
MWE1e+rdranLft 5 fart
MaitLagh 32 w
Mait dRpeCtss 40
ManifddFpeSze 125 idm
Nut Ls 3 120
Lafard Lao 40 td
Latrd PkMclass 40
L&rdP'peSize 1i0 ixtss
0rifceSize 118 irhss m
0rifcespaang 2 feet 100
R&Head 5 fai C
FIonMUT Nas idre3 t.
iAddoriFrid+aiLosses 0 fad a
ro
180 -
Calculations u
NLrirmmFbwRdepaOrifice 043 gxn
ro
NurtErcfC*apaZme 63 A
TcWFiavRafzprrZme 27,7 grn O PF5005
NurtadLaf rdspsrZme 3 ? 60
%FbNDilfaetd1st tOrike 63 % f—
Traspo'tWcr j 27 O
Frictional Head Losses 40
Lmshax,#iDisdage 1.5 fad — — — —— — —
LcssinTrasport 07 fad
Lcssharx,1VMe 00 td
LcssinMaitid 09 ba
LcssinLafards 0.7 ba 20
Lc shaciFbnttr 03 tat
' dk1Fric nL sses 00 fRa
i
Pipe Volumes
0
VddTrranspstLk' R77 c,Js 0 10 20 30 40 50 r 60 70 80
VddM3iM 25 s Net Discharge(gpm)
VddLatardsperZa,e 5.4 gas
Tc Vdu a 166 gas
Minimum Pump Requirements PumpData Legend
De;g1FbwRda 27.7 Wn PF5005Hij1H�dEJlratPUTp SyskhnCuve -
TctlDyraricHead 13.8 fad 50GRv 1&iP
11523U71060HzX(Y23:W.3 0Hz PurpCuve —
Purp0 4ndRarge -
Opedr9Pcirt O
D P rt O
A
Ownco s sleors � R 0 `� '�PR 17 2026
MASON COUNTYEhVIRONMNTAL HEALtN
RAT
CLEANOUT AND MONITORING PORT DETAIL
1,500-GALLON CONCRETE PUMP CHAMBER CROSS SECTION PRESSURE MANIFOLD DETAIL
PUMP TANK SETUP IS AN EXAMPLE ONLY. mSp5mBL YN YEY.r.
ACTUAL TANK SETUP MAY VARY, R1ncDdc4s °
DEPENDING ON PUMP AND TANK MANUFACTURER. c EMo rr eoRT OBSERVATION PORT
FaeghvCMlMedUlxA doi°ix""eo FINISKEOGRADE (WMINDIAMETER) IPLONOWlAETER
9 idesrSENBdt
RISER GMCW 2P RISER PLCReaTdSGlmonel(e) eumw. MATER4ILAS REOUI
RiRT0dU1 ° \ (tad mhmfthl)A
(Elpmtlsmta) AerylaBRkf Rm>mmd�E®nk)
awmw D�Y9°ALtaoEY :aF6PD�U'\`:'':
_ Wall r— '-•'GRAVELSFAB CH11d9ER ';: `: .:::86`::
_ ',:.(4FUVELAPIPE kAY,EE :::.. -..': •'kuYEu€+ '..:.;`..
T CaYAPed �DOrX32e !� sue9TnUtE44.'.,`._. :'.(GRAv anwT D1Y9E'c:•:�.:':.
CaddSral
Inkl TrdAdaplu(mdaE+az4 WO •:'...•: I/a'ORIFIOE.SPACED ATT. ;•
IIB'ORNCE,SPACED ATT11 24WTERVALS.
nlEnawifDp24R T-BCH ID LATERAL LINE 2PNTE VALE.
rwffm TE
1—I-I —
sVpeep!9 end/
TREXGIm "d RA SOIL
ReOmdardClF�l GAVWSStHukWm �.• .;;` SURFACE
campRp 249MESG77SWD 1., 1 :••�� .•..
ll�{,�,:��i•'C h, SM;H:SCJ1 FORSDEViALI
e'sa[a:au i�
/ __________________
LEFT I1IXMESYEiRC4L SEPARAIIOX •'-•:•:��:':�: ORIFRESARETO BEAL00D IIB'NDIAAIEUER,
IICFN RODE SIONFR NOT TO SCALE NNA1NE son ;;':•::: SID ORIENTED
TEDATERVALS ON THE LATERAL UNE
EXPIRED 122151nr '' � 0 ANELDS ARETA IFICE
PEONIREO F GMVELa P6EAAE USED
t,y FORTHE DISPERSALTRENCHES
1,500-GALLON CONCRETE SEPTIC TANK CROSS-SECTION A CONSTRUCTION NOTES
EMAN�O eI1BA M IPL�IDTR°¢5HMPP�pu°%i 6oNTHEeB PIw°RN°NO41rowEVE0.�
!e THE wccupwcY A.mlOn cOUFLerewee4 of THe Lounou op
NSPECTION 24"RISER x ea OReuaeTpDeTuwea. Teo waTALLEROREOMREDTO aEone arsTEY CONSTRUC110H NOTES
PORT 24"R SER NSPORnoN °Eaw"aTHe!°a eHDw LLDoi n'par"rotxu,w'I H�u,•Mu
PORT one um°Ague nm°a1GTu ESE"1AeDgver,Hoq Does t.NO NOUBEFOUNDATON aPWl8M8TOHH PIAC�ON T1E pMWitEIDARFA9,
ql R6E ITPW�TO BI4 NLTM E°�irta Oq ENfJiO°AECHYE IMEB,�.ACYe zNO,'EIKTAMTRAFFl°IHALLOWCD ON 1NE DgANF1¢tD MPAe AT M1Y TYE.
ENrvl ATIG .°.%Mp O9V%Wl8=W NeB ryHFOR re° aNOBURtdNOONM1Y DRAATIElD AReA.
AWES OR CORNERS TNTATOIIINCCUMYH. l NOCNOOREATER THAN 00604 10 HEIOHTARE ALLOWED WITH SOEEET DOWN ELOPE OF ANY DRNIWIELO.
EFFLUENTFE.TER SAU.000 MANSNPANON8051 oEP�HtiTPORN nIPwiTAiiAImoN TlYe¢vC eYnTeY 4NOFOOIIN°DILUNHMEM100ED V.N10 30 FEET DOWNNLOPEOFANYDMINFlEID MEA
INLET FROM o¢P!WTu¢M CA°.O�E. a.ALLD AWN SPOUrsINURFACEWATEA MUS TORE RECTE0 WAY FROM D004K 0108,
HOUSE ~•�•'•• waTRUaTIONWNLTp1µN0 eHALL ee HELDYATHTN6 D03roNfiR PWO((TO tNe aTART OF T.WE TO UWORSEEN WATER TABLES.A CURTAIN DRAIN MAY BEREOUREOTO PROTECTTI@ORAISE ISLOMBAS
IterbopSoTal2pump IIsus OUTLET TO
UMP TANK B 0CWI5O CO 82 PEAROOAIFOR
BY Y.CYfl 4000WCO PM0"TO THB FIML 000 FAURONTONOT'T000000RLN1RTICLEAPoNO CRPINFlEIDMEA R19 aTRONOLY
y aY4TEYCW¢0.PID1ACYE Devauwie RE8FONtm FDx Tlrewe.axu0avmn ATmmalusPEen°N REC°IMEtIDFD1HATTNEDIWNP1ElDARFA BE CIF.MED BY INEINeTAUPq.
t_' LOM tL0LSPx'EMERECOYYE,AEDFORTr1ED10PERSFLCOIW°NEIT.HOWEVDO.nc
FTx:.LL L02IIavEonoN MOIeiTEa aFAvvpoVALwpfl aEOUWEO Fop LMBBYwLLER THM LREOPGMVETLe-CWV,WERSISACC0000IS
i SINRL ED REONREDA TRW OF F00000TI MBTA:OHD ON CCCw91 U°oYALLK1onOLL
i v Tro4 I..SEED ANG MVLCN THE II—ALLED OMINFrELDM1ED MY UPON CCMPLERON
T«ACNE Dg40NCOroLAFOLLa-,Y�FATnEgWSTwWTONI O°mvAl'Ail°N eEIwCE"TM¢M°"T"3°F TI.OEDEIROIA ONIHE FlNAL"WSHEIEVAIIONs•APIAAPMAY Bfi FROLORED 000
a1HEOE91GxeRS LLBENongEOA14MMUMOFa%V WEss OAYe WA°VANCEOPANY THE$EPRC SYSTEM,
0506 ei a�!e To°x°H°EIONEA�LLMYE6nItl'swILLA°io INsP°ei uTAioHA°Y8 DE91oN°4 AT 12.RACERS FOR THE D18PER8r1 EOAO'ONENT,ALL COMPONFMS OiTl�500140INLETTEE 0. @YSI00 MUBTBE YWATr]t0DHTTOTHEOURFACE,
GBSTNO UTNRE9 SHOWN ONTNE NTEPU00 10 0CCV1UTeM P09318LE. 11ALLN41ERUN0 MUSTDBALSNa10 OP f0F001000 YFROMTHEINSTALLEDORNNFIEL°.
OUTLETTEE 1bWEVEq.1N0 iNeiALLER Is FULLY ReOPONSIBLB roR THe LOCAnON ANo PROTEOTroN OF INSTALLER TO NOTATE FlNAL WATER UIR LOCATON ON REOUNEMD PROW D!TOO!SIONEA All WOTWOU.ST,00.THfi MN.eHwLL010UN ALLUD0I.0 LOE MOE ARIOR To
SYSTEM11NalA N.O*U BY OMF0 THE Uwa 00U*ST oMUi'r LOGT!lwa-911, TA.MLFU 0 5TSTAT M00PORTUNECROSSDIGBMUHTBECONSTA000IUNACC.MIOPO WNN
i PIIMYN.uLL911.COY Fd1 YOpe IldOaxwnaN. ALLLURRENT 9TATEANO COUNTY DEPMiMEMOFHEALTH
ROLNFAS0YOS STALLeETAAASSO TOO INSTALLER DURWO C°Nsi0.YCTION CODES,REGUTATONZ AN°PWCIES
UI 10 q¢�v°NEHf—IL—ON OF EX:S—OMD PROPO°e°aTopYw ACMIMOe MC4mEe IC IAIEPPla MAY BE NO CLOSER TIIANSON CETTe11
°pAOWwY4
1ST COMPARTMENT 2ND COMPARTMENT - 000E Dee o00E inem i T'o"s@e°""'o"q"RM00TS. °FTwsMPR°YEo= BEaE�°°ESCxaMLLfl50 11IBTDAIOAPPgO OYAeYHDE 05 ACME D E S I G N
DYNrI,HEALTH DEaApTYENT.00000�a LLNoi RELEV¢THE INBiALLC0.DP TNe R
.; ;y AALNr°NADeR4Euuea wNoroa F^iu Rea R95FONa Yweoe NuiliYwOfliU 5l0NCO°w ecONe. aHALL Oe rnElNer
Nr FDaALLReoeWaol°H;;Pe!�Na° DATE- 8 APRIL 2026
.VSWOvWTAuea¢wcDlWTegaMr00000FMCIE3Da1WEENTHEDE3IDNDALCthA00Ns P.O.BOX 2954
0FEDW n°N°.MA01000000000"DRIDND°H0°UNT¢RED.SEEIN3TA 00STOLLIY000IOI Y NAME- BEISLEY SILVERDALE,WA.
niAA.cxe De01aN 0D.AT 3eD.ea9.e.99.
le PpESCPi Ar FLOW WNTpOLAiFASUR¢e PP0.E0➢)ARE TO ee DeMaN¢O BY UCMlEU WDINDWta
•NOTE• wwrrHA�P TMW Pos Chou CODE 51000010 Eu e°.0NlT4rov°o°iunori EsroN 98383
SEPTIC TANK SETUP IS TYPICAL, p TAX ID- 32224-77-90212
AND MAY VARY DEPENDING �q ®d q ® sa ANsrYLu wuxOmTra°mcxa wBurnrrrsL°.wBlxmuAmxravMVEcroxts nrtrEnum
ON SITE RED MAY ARY DEP MANUFACTURER ,FP,-'„iJ` \�®f/ '" crvRosaeroawrv�mDREmiumYttmBraamraxAcouco4«Dw> mDot• STREET- NE HURD RD TEL.360-698-8488
.rsvuaToyvurscTu csmvwaYn°DwE°na Eunm¢YD samr,ar.mraLLanEwueLvnDlwm
romcomc.w."ma+IWAwumcETormcaxupamnwu°mlolrs RLaurmarralrmxavr. � 0iNESEPT�(..00M
IT.D01RWWCNY!O0T'RWILSTNNDE[3PWOleIEONMO DWMRYNSETEm000RMEINTNxiPxa
gaumelmDuraaw RgLm0ara9EeLE9aO9u e[awrmYm rmt<rmraRT99aaml
APR 17 2026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E PRIMARY MAY NOT BE SWAPPED WITH RESERVE o' zD' ao as sa so' o' 100'
OR IFS11W114H4ADSACI7J AND FLOATS.
10' SCALE(FEET)
°•� 4 5'
N
420'
URpcR>�'::::�•:
!J
E
MASON COUEN�IaO
N MENTAL HEALTH 11' N
I "'•'' RESERVE of I \ \\\ / / /sl a SOIL LOG#1:
°'vEw IE :f a O� SOIL TYPE:1
I - SL9 al ----- 0"-24":VERY GRAVELLY LOAMY MEDIUM SAND
r 430' 24"-711'+;EXTREMELY GRAVELLY COURSE SAND
SOIL LOG#2:
Y I SOIL TYPE:1
0"-24":VERY GRAVELLY LOAMY MEDIUM SAND
L FNs° A SEEn 24"-65'I+;EXTREMELY GRAVELLY COURSE SAND
o , EXPIRES ,21151
°i '`�, -O'EL(BENCH SOIL LOG#3:
•
OPOE
i I • / 435' SOIL TYPE:1
0"-24":VERY GRAVELLY LOAMY MEDIUM SAND
-." Y 24"+:TILL
PROPOSED
I I J (ACCESS UT 3-BR HOUSE
sTI G3o' o LEGEND ACME DESIGN
ILITY
4ASE ENT; N 901E LOG
-NO BUILD ZONE
"�`�°"'"G""Ts DATE- 8 APRIL 2026
'JI -LOW AREAS
P.O.BOX 2954
y(� _TR000010-o,A W
I� NAME- BEISLEY SILVERDALE, WA.
+D =CLEAN OUT TAX ID- 32224-77-90212 98383
440' (D =1500 PTICTANK
=1500-GAL PUMP TANK STREET- NE HURD RD TEL.360-698-8488
Q
aD =SPLITTER SCALE: 1"=40' SITE PLAN INFO@ACMESEPTIC.COM
Y1-#I c I. NC)T A CURVFy ALL.PROPERTY L/NES/BOUNOAR/ES HAVE
BEEN DEMONSTRATED BY THE OWNERS)ANO/OR THE/R AGNT(S)_
1 ' -INSTALLER MUST VERIFY THAT WAT@R LINe LOOATION AT TImE OP INSTALL ME@Tffi ALL cOOESIffi@TBAC KS
I -"'---_•-_,NVELOPE -IT Is THE RES PONffiI BILITY OF owNER/RE PRES@NTING AGBIJT TO PROVIDE TO ADM@ IN WRITING
"--- ANY ANO ALL INFORMATION P T TO THE DEVELOPMENT OF SEPTIC FEASIBILITY ANO/OR
SIGN INCLU 0INO ALL O WAT@R eTUB OUTS,UTILITY LOOATIONS,PROPERTY O
229 -0IMENSIONs,P_AS@MENTS BUFFERE ANp SETBACKS REO VIREO BY GOVERNING OR REGUIJ\TING NT TIES
00' ALLATION ANO SITE P EOUIREO.
- wCT P FIELD AREfi-v F NY VEHICLE TRAFFIC.
FOILS ORB ELO AREASP O O WATeR TABLES A N MAY B REp VIREO.
PeNpING uvoN P p ReoulREp.
_DIRE CT ALL DOWNSPOUT 3URPACE WATER AWAY F ORAINPIELO AR@AS.
F LATERALS on MOOD LOS ARE O TED,THEY ARE APPROXIMATE ANO MAY VARY.
,`-'•_____ R EPIC
____-_- ROVIpEO THEY REMAIN I N@ATEO O
WELLS wI FEET OF P HAVE N H N O ARIES E BEE 8OW (SOS'F _ -R).
-@XCePT FOR TH@ O PERSAL C NeNT.A SEPTIO O NENTS M T BE WATERTIGHT TO SURFACE.
WATERLINEDISCIAIMER: -ATER LINE MUeTBE A MINIMUM OF 10'FROM ANY SEPTIC GOMPON@NT.S
OK OOWNSLOPE O -PITS.M HACK UP SLO PE OF I-PITS.
IFVRTERLINE RESIDESYSHN PROPOSED WUINFELDS ANdDR PROPP OMM NOTE e1C —sEeO ANp NAL pRA EL-COVER IMMEDIATELY UP PLETION.T
NOTE: Cefeful�.,� .w ALLtaped.of Iftb ee FE TYPE or A RAP MAY ON O M
NEEDS TO RE RELOCATED FOR ANYREASOl NOLIEMM PPESCw FLOWCOM OLM SUREs aqn n.Il Sat.Inculma eue 1p man — @Pr_N o H T E REpuIR
A(tETO BC DESIGNED BY LICENSED INOMDUPLS Nb'm fha Bole tae 9e'en 1pH of loprcprty Downer en' L-/'•TO RA E NO O - ON ER(MAY pIFFER WITH 0005).
CONSUMES ALL FP7ANCIALRESPONSIBIIIIY wWWm(APPLIcnELE STATE,v+D eourm CODES. poneil"n
- F WAT EWER L HHY M BE C 3l'RUOTEO IA 6 COUNTY C