HomeMy WebLinkAboutSWG2025-00463 - SWG Application / Design - 12/10/2025 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: SWG2025-00463
APPLICANT SCOTT MARK A& NATSUE H Phone:
Address: 20 NE BARBARA BLVD BELFAIR, WA 98528
OWNER SCOTT MARK A&NATSUE H Phone:
Address: 20 NE BARBARA BLVD BELFAIR, WA 98528
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE, WA 98383
Site Address: 20 NE Barbara Blvd
Primary Parcel Number: 223365300044
Permit Description: Repair: 3-bedroom NuWater BNR500 ATU with trash tank and bed
drainfield
Permit Submitted Date: 12/10/2025
Permit Issued Date: 01/07/2026
Issued By: David Anderson
Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 12/18/2026 (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
nni.„.. .. MASON COUNTY DATE RECEIVED: I X13 i /9-02 c
AMOUNT RKEN D: RECEIVED BY: co (n
Public Health & Human Services ��� vt4I—D ..Q < �
Environmental Health 360-427-9670,ext.400 or 360-275.4467,ext.400
415 N.6th Street-Shelton,WA 98584 SWG 2_0)5 - (. O q r„3 g x
. I lL Z U)
ON-SITE SEWAGE SYSTEM APPLICATION > g
APPLICANTPHONE m rn
I-
Mark Scott /:'------"'...------„,MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE ''''� E
20 NE Barbara Blvd �� Belfair WA 98528 m
SITE ADDRESS-STREET.CITY,ZIP CODE ,,�,,�n � V •'
20 NE Barbara Blvd qr` Belfair WA 98528 N
NAME OF DESIGNER a PHONE W
Rod Left ® 360-698-8488
NAME OF INSTALLER PHONE CA
COO R.PERMIT TYPE(select one) QLL
DRINKING WATER SOURCE 0) 9
®®RESIDENTIAL OSS COMMUNITY OSS IhlICOM OSS El PRIVATE INDIVIDUAL WELL it PRIVATE TWO-PARTY WELL °z
TYPE OF WORK(select one) 0 PUBLIC WATER SYSTEM l Cpl Cb'J '-4-61\ t
El NEW CONSTRUCTION/UPGRADES gl REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE W
CiI DESIGN FORM(REQUIRED) ESEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 0
®WAIVER(S)(IF APPLICABLE) 3 0.19 O YES lj NO C) I
X
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
See map. Following up with full design. Dave Anderson has already been to the site. Please
refer to SWG 2025-00463 that was submitted 12-10-2025. o
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOWTHIS 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
1111:0-30I a0lit\eC(5 (TWO II 7s•7• kit by vol xne
30-4' i. shed$ Id bol:forli
i•
Tifi: 0- SO F6(045. (Niel) .lo b®ff®"► "I Tp?
fink 6Y (Allow
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRE r 0^FINALAPPROVAL.
INS R SIGNATURE DATE APPLICATION EXPIRATION DATE APPLIC• •NA^PROVED/ISSUED BY DATE
(?'1 'f1?ç 111C0 76 Il7(zo6
TH 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: 22336-53-00044- --
A design will be reviewed when 3 copies of each of the following are submitted:
"Completed design form that has been signed and dated. ''Scaled layout sketch,including all applicable items on checklist.
Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11 X 17
:fF._�-a=,,.-<.:� _-. f_.�az�'� > -.ozi.,�'=�uj�e ,��� ''I{i��l���'� 1.LQt�`�.�`�`2�:,:�v���.-�'��� -_�.','.,,.�za:w�o�� _
Permit Number: SWG �LS POO !e Designer's Name: Rod Left
Applicant's Name: Mark Scott Designer's Phone Number: 360-698-8488
Mailing Address:
20 NE Barbara Blvd Designer's Address: P.O.Box 2954
Belfair Wa 98528 City State Zip Silverdale WA 98383
City State Zip Designer's Email info@acmeseptie Om
Treatment Device 4��
❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU Nuwater BNR-500 ❑othMA/ n
Treatment Level(check all that apply): 0 A 0 B ❑C O BL1 ❑BL2 0 BL3 0E ON u Piz b 27
Drainfield Type ---t..4...-4,,
<0
❑Gravity 5'Pressure 0 Trench rifBed 0 Sub SurZ.Zbri
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 — Schedule/Class 40 —
Daily Flow:Operating Capacity 270 — gpd Length . 60 ft '
Daily Flow:Design Flow 360 r gpd Diameter 1 in '
Septic Tank Capacity(working) 1200 - gal Number 2 -
-
Receiving Soil Type(1-6) 1 Separation 3 ft •
Receiving Soil Appl.Rate 1.0 r, gpd/ft2 Orifices r/
Required Primary Area 360 — ft2 Total Number of Orifices 30
Designed Primary Area 360 ft2 Diameter 1/8" in
Designed Reserve Area N/A ,� ft2 Spacing 48" in
Trench/Bed Width 6 ft Manifold
Trench/Bed Length 60 — ft Schedule/Class 40 '
Elevation Measurements Length 6 ft
Original Drainfield Area Slope 3-5 % Diameter 1.25 in
New Slope,If Altered N/A % Preferred manifold configuration used'? ❑Yes Ur No
Depth of Excavation Up-slope 31 I in Transport Pipe
from Original Grade Down-slope 29 ' in Schedule/Class 40
Designed Vertical Separation 18 - in Length 42 _ ft
Gravel-based Drainfield Required? 0 Yes RI No Diameter 2 _ in
Pump Required? 51 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications ./ Number of doses/day 12 J
Diff.in Elevation Between Pump&Uppermost Orifice 16 ft Dose quantity 30 _ gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) . 1200 l gal
Uppermost Orifice ISLIHigher 0 Lower than Pump Shutoff
Pump controls:Please check those required.
Capacity @ Total Pressure Head 14 gpm i'I Timer 0 FAapse Meter ❑&rent Counter'/
Calculated Total Pressure Head 26 ft If Timer: Pump on 2 Min 8 Sec ,pump off 2 Hrs
Comments
Each tank to have a minimum of(2) 24" risers
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:223365300044 -- —
Permit Number: SWG 2025-00463
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
66 Test hole locations 67! Drainfield orientation and layout Reference depth from original grade:
21 Soil logs 21 Trench/bed dimensions and G1 Septic tank
O Property lines critical distances within layout if Drainfield cover
❑ Existing and proposed wells 21 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Q( Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations M' Laterals,trench/bed,top and
surface water and critical areas 21 Observation port location bottom
❑ Location and orientation of Q( Clean-out location 0 Curtain drain collector
curtain drain and all absorption 21 Manifold placement 0 Sand augmentation
components
6d Orifice placement Other cross-section detail:
• Location and dimension of 21 Lateral placement with distance 21 Observation ports/clean-outs
primary system and reserve area to edge of bed
ridBuildings Other Information
ii Audible/visual alarm referenced Yes No
g Direction of slope indicator pj Scale of drawing shown on scale 0 d Design staked out
21 Waterlines bar 0 il(Recorded Notices attached
21 Roads,easements,driveways, p Elevation benchmark and relative 0 21 Waiver(s)attached
parking elevations of system components g 0 Pump curve attached.
B1 North arrow and scale drawing 0 116 Evaluation of failure
shown on scale bar Non-residential justification
❑ GS Waste strength
❑ Cif Flow
DESIGN APPROVAL, ; _
The undersigned designer must be notified by i taller at time 'nstallation 21 Yes 0 No
/Z /•Z oz
Signature of Designer Date p
A i
The undersigned has reviewed this design on behalf of Mason County Public Health and determine m,4,in
compliance with state and local o regulations:
�/gsoyC J4* ®�
l , ,fZa6 o�� o,
Environmental Health Specialist Date 're4,j <o�E
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING C I 1!;Q :
✓ The design is stamped"Approved"by Mason County Public Health. �j
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I '1/( 0f , - lq`l4",,
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. y
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
•
Pump Selection for a Pressurized System -Single Family Residence Project
SCOTT/22336-53-00044
Parameters
DisdeAssertdySze 200 h 160
ttg
Traspertlegh 42 feet
TraspatPipeClass 40 •
TraspatLireSze 200 Wes
DistitngVavditcdel Nan 140
MadEea+6mlit 20 feet
MaiittdLegh 6 feet •
MaifddPipeClass 40
MeriiddPpeSize 125 6Y3res
Nurbadtata-ds per Cell 2 120 I
Li1d Islip eo fed
Lalsrd FipeClass 40 j
WedFSpeS¢e 1.00 hares
OrikeSze 1r8 hares 0
OrifceSpadng 4 fad v 100 i
RE.siddHed 5 f3Et Sn
FlwrMetr Nara hies I—
Ptidaf FricfionLosses 0 fed a
ca
x 80
Calculations o •
MrimmnoNRalsperOrifce 0.43 gtrn A '
N inter dOrikesperZare 32 c, •
TodFbt+RaeperZore 14.1 gp i O 1 PFD I
NurberMale-as peace 2 ° 60..
%FlavD'retrid1dastOrike 5.6 % I- _`_ --------,,....___
TraspatVelc ity 1.4 fps •
•
Frictional Head Losses 40
Loss ftradi DischEn 0.4 feet
fj "---.......,_
LaesinTraspnt 02 fed
LesshuouliVdre 0.0 fed
Less hMliiki 0.0 feet •---------'Loss in Weds 0.7 red 20
Lcssttt1. 1Fbnmetr OA feet .
PddafFrizicnLcsses 0.0 fed
Pipe Volumes
VddTraspatLhe 73 ges 00 10 20 30 40 50 60 70 80
VdcfMrifdd 0.5 gds Net Discharge(gpm)
Vdd&AddspeZae 5.4 gds
Tc Vdure 132 gals •
Minimum Pump Requirements PumpData Legend
DEslcxFlavRah 14.1 gm PF5005 HON ealEfluatPurp SystrnCuve
TcmiDyrarricHmd 263 feet 50 GAM,1RHP
115230/1060Hz206r236V3060H z PurpCuve —
PurpOpfrrelRace o
OperafngPcirt O
IDesicy Feint
,C,,.. ..,s.r ••.... "Z't 41 Ppp
... , - li, O frE.40
OESrDNER
OYOnCO3yatatlia• /)/(I//i000l/JJ/0.00/10/s,
rncormated emus 121151 /q N
W > tr true 41480A, UN J 20
26
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Djq N�ENTq�y
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PARTS LIST NuWater NR Assembly Diagram , j
k:RUAI PbFiTAERATOR.:. •M;;EQL..Y7ilEE..tsI2;Bglt;(zj . , !
8.w.0-RU66R 9b'..W/.GI:AioP,..S:m N.::1":PV0,_{_$1172''SEGTI0N)_ '
G SIB"BARBED AI*`COR;X:1/ "NPT(2).: U '(':SLIP'CAP ,1n
b:112"SLIP.X'1/2'NPTADAPT0R: P.iii'•(LEAR;PVCa1QSE:(OPT ONAL 6') SI1► ` i '
E:'1^:s`REE7 X 1/ `NPT:Btlstf►r10,(a) •
Q 1/2":PVC PIPE(BY INSTAL L id) •
Ft;'•i-'00.°*BOW;(3)^ R,;1."PVC:QIPE(BYiNSTA.L_ Rj- .'
G--1":X1"X112'•TEE. S,2/•••0.9"PIPE BYIN$TAU.ER)" 4�: ; 'a 4�
11;:1"9O ELBOW.(S) 'T..118`BARB1_Q,ADAPTORTQ'.1/4.".NPT:(2)
1::2": ..epURHING UalIZ"STFiEEtN 1(4"'NPT.BUSHING,(2); • •
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.4:2"SANI1`ARY TEE'• 'V:I12`:F?VG COJJIyLER''(2) :•
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15,.1°PVC::CRQ'ss'. . Cii.4':COu LEi".(Bv iwsTAU:00'
L::1"GOtiPk.tieilD i 4sfALLER), •rb
. , Revised 2/25/12
WATERTIGHT LID VENT(typ) DUAL PORT AERATOR
RISERS(TYP) �r �,
\ J —
36" IMAX. 1"PVC(TYP) e 1/2"PVC
` I. L T SI7 AIRLINE /� MASTIC
111 44'� /
i 2"COUPLING I
S &REDUCER 6°
2"TEE-/ ___J 1"PVC SLUDGE
-N.
12" RETURN LINE
2"PVC J-
TRASH CHAMBER \ DIGESTER CHAMBER CLARIFIER
OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER
FLOOD CAPACITY:49O GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS
65" 58"
FLOOD:191 GAL.
54" 50"
53"
36" o 0 0 0 0'• 0 ---) 1"X1/2"
0 TEE
0 0 0 0
" ° \
••• _
-• , ° °, / 12°
•Q DIFFUSER BARS(2)
PARALEL TO TANK WALL 4"
-,%-V. \ * \ \
3L SLUDGE RETURN
\ \
1.5" ' -"4
SIDE VIEW iii� �� �
r=1.4 ft STONE-FREE NATIVE SOIL
OR COMPACTED SAND
INSTALLATION S k•11, rth
1)Excavate tank hole with vertical walls to foot larger than OVER STONY SOIL �gsOHCOU ✓�'A,02
tank on all sides. NTy 1,Y �Q?t+
2)If bottom of hole is stony,install 3"of compact sand&level k 9'-2" 4. 5
out with screed. I---
—1�— ---1.)-j, 4//if
Install tank in center of hole,keeping 1 ft.void space on
all sides. 24'RISERS' P) 24"BLOWER '4L y
4)As tank Is filling with water,fill in void space with compact OUSING CAS 14:d
granular(sandy)soil free of large clumps of clay. •NTOP OFLr. /y
5)Install rest of system,&affix risers to adapters with
waterproof adhesive. 12"RISER 1 I 4-8"
6)Perform watertightness test in field as required by local
/O
jurisdiction. I
7)Upon approval to backfill,carefully backfill with native
soils over top of tank. 7RASHCHAMBER DIGESTER I IkU8lEIEB
8)Final grade the surface to avoid chanelling surface L _I L _I L__J
water toward tank. \
TOP VIEW
r=Z8 ft
u o •' AEROBIC TREATMENT TANK DETAIL FOR
.�e, NuWATER BNR-500 TREATMENT UNIT
Nil Ali 1441*,,'' ENVIRO-FLO, INC. REVISED: 3/01/12
'Mr 'r Wastewater Treatment Technologies
.,,,,.",T,,n,„0"..0;;:: P.O.BOX 321161,Flowood,MS 39232
SCALE:
6-8476 (601)845-4716 fax(877)83 _ ft
www.enviro-flo.net _ 1" ''� "
.Mason County WA GIS Web Map
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❑ Tax Parcels (Zoom in to 1:30,000) 'J4 ''�4, Sources:Esrl,HERE,Garmin,Intermap,Increment P Corp.,GEBCO,USGS,
tiFg4 FAO,NPS NRCAN, GeoBase,ION, Kadaster HL,Ordnance Survey,Esri
4pan,METI,Esri 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 website Info,not liable for losses from reliance on it https://w,wv.masoncountywa.gov/disclaimerphp •
WATER LINE DISCLAIMER: SOIL LOGS INSPECTED BY DAVID ANDERSON ON 12/18/2025 'TRENCH CONSTRUCTION PR0FILEI
PROPERTY OWNER NOTE:
IF WATER LINE RESIDES WITHIN PROPOSED DRAINFIELDS ANDNR Carefully review ALL aspects or this septic
NEEDS TO BE RELOCATED FOR ANY REASON HOMEOWNER EXISTING TANKS AND DRAINFIELDS TO BE ABANDONED TO CODE design.ANY costs incurred due to changes to
CONSUMES ALLFINANCIAIRESPONSIBILITY this design after submission to the County Health Department PERCENT SLOPE IN PRIMARY: 3-5%
ere the sole responsibility of the property owner.
0' '55'10' 20' 30' 50' MAXIMUM TRENCH DEPTH: 29 Inches
(XIMUM REMFA9UREMFJITe)IIII
\\\. VERTICAL SEPARATION: 18 Inches
■ TRENCH WIDTH: 72 Inches
\ ADDITIONAL COVER REQUIRED: U Inches
SCALE (FEET) oo GARAGE 7o�•3sr
^o. .
. . 'EXISTING"
110' •
7e DRIVEWAY Ai
9`�'p SHED EXISTIN ` ... ♦• C���� �6'
AD yC'i. • 3 BR HO SE y d N Gym O A • z
��G �� .'Y • EXIST] EXISTING • �R0I. s
O �O •• : • > .11
3• AINFIEL� ®TANK . 6' ;0' D � �".. o- EL •
SOIL LOG#1 •c",._ ,�'�.Q•'. s .�. • I he't R €�
�� •• a O' ' E1fPIREn 121151^b
SOIL TYPE 1 %9!J 1 6 : :_ _E 120'• -.. . :' d
0"-30":EXTREMELY GRAVELS'MEDIUM SAND --
30"-48"MEDIUM SAND 115'` 66.21 "
•
SOIL LOG#2
USE NUWATER PANEL MODEL EAS-S1-PT ETM CT LAA
AND FLOATS.
SOIL TYPE: 1 • -
0"-50":EXTREMELY GRAVELLY COARSE SAND ' : •• - -PROPOSING A PRESSURE BED IN TYPE 1 SOILS
• DUE TO LACK OF AVAILABLE SPACE
7H/,s IS NOT A S URVFYI ALL PROPERTY L/NES/B OUNOA R/ES HAVE • - -REDUCING SETBACK FROM OSS TO
BEEN OEAAONSTRATEO BY THE OWNER(S)AND/OR THE/R AGENT(S). PROPERTY LINE TO 2'(PROPERTY LINE IS UPSLOPE OF OSS)
INST L ALS ',sm..,THA T WATER LINE'LOCATION A E INSTALL MEETS LL T TIM OF EES A COOEsrs ET A BCKS
...IT IS THE REEPO BIBILITY or OWNERIREPREBENTING AGENT TO PROVIDE TO ACME IN WRITING LEGEND
ANY AND N P ALL IFORMATION ERTINENT TO THE D EVELOPMENT of 6 FEASIBILITY AN0/OR ACME D E S I G N
IDESION INCL.-10,N.ALL ORAWBLACK WATER STUB OUTS, '
DIMENSIONS,EASEMENTS.BUFFERS ANC.SETBACKS REOUIR EO BY GOVERNING OR REGULATING ENTITIES INSTALLATIONREQUIRED. S./^ a SOIL LOG
..OIRY WEATHER ANC,SITE PREP REQUIRE .
-PROTECT PRIMARY ANC R-SERVE ORAINF IFLo AREAS,FROM ANY VEHICLE TRAFFIC. �. NO BUILD ZONE
.•NO FOUNIOATION C AREAS.
N m CLEARING LIMITS
-mum TO UNFORFSEENLWATER TABLES, CURTA N',E0RAIN Y BE REQUIRED. "' DATE- 6 JANUARY 2026
DING UPON FtNAL ELEVATIONs.A PUMP MAY BE REQUIRED. r_ / -LOW AREAS
- ERECT ALL OOWNSPOUT.SURFACE WATER AWAY FROM GRAINFIELD AREAS. _\I// P.O. BOX 2954
/`y' TREES>S,2"DIA NAME- SCOTT SILVERDALE, WA.
OF LATERALS OR MODULES ARE DEPICTED,THEY ARE APPROXIMATE AND MAY VARY. -�\
OVIOEO THEY REMAIN IN THE DELINEATED OF AREA
-ALL.WELLS WITHIN,100 FEET OF PROP. EP..; E SHOWN(200 FOR OLAss-B WAIVER). Q =CLEAN OUT TAX I D- 22336-53-00044 98383
-EXCEPT FOR THE DISPERSAL COMPONENT.ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE. O =TRASH TRAP
-WATER L MUST BE A MINIMUM
•MAINTAIN A MINIM SETBACK DOWNSLO EN OF EP TS.COMPONENT.
IN MUM 0P"no•SETBACK LIPSLOPE OF I-PITS- =ATU DEVICE STREET- 20 NE BARBARA BLVD
-S H FINAL FRAINFIELL COVER IMMEDIATELY UPON COMPLETION. TEL. 360-698-8488
-OFFENDING ON THE TYPE OF ATU USED, TRA TRAP
A SH AP MAY BE REQUIRED. =1200-GAL PUMP TANK
•LATERALS MAY BE bio DBE.THAN S.ONUS CENTER. 0 =SPLITTER SCALE: 1"=20' I SITE PLAN INFO@ACMESEPTIC.COM
IF WATER ANC;SEWER LINES GROSS,THEY MUST BE CONSTRUCTED LAW STATE s COUNTY COOS.
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CLEANOUT AND MONITORING PORT DETAIL
PIPING IN GRAVELLESS CHAMBERS MUST BE HUNG AND SECURED
1 200-GALLON CONCRETE PUMP CHAMBER CROSS SECTION TO TOP OF CHAMBER TO PREVENT AND MINIMIZE MOVEMENT WHILE
PUMP TANK SETUP IS AN EXAMPLE ONLY. UNDER PRESSURE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS
PVC 9vR°Bu WHEN INSTALLING IN KITSAP COUNTY
ACTUAL TANK SETUP MAY VARY, N7 Cad Grips PRESSURE MANIFOLD DETAIL OBSERVATION PORT
0,0, A DEPENDING ON PUMP AND TANK MANUFACTURER. E*Gaided Lira BOTTOM OF MANIFOLD RISER 805 FINISHED GRADE CLEANOUT PORT (4555 DIAMETER
w' al's f�er S3Wassaed&Ss TO BE LINED VV/GRAVEL AND WIRE MESH (6 MIN DIAMETER)
PERPOUCY III / COVERMNTERNL AS REOLI
s 24.RISER NORTH,01 Crawls)
RHwa�idlW Aaess ��\®� Any L'a�ioR, \ �OtdbLllkM.apfrleTll 11/4"SCH 40
IarvmIWeEOBies::x) f'VC FEEDER LINES '' :'.'.:•"..•).....•.--.' ' _. .:(d7wMIM6a) • .'U—� TO DRAINFIELD •
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Insln NINE �• �CT4^ I ' I 1Pe EARL VALVES 9UBSLINlEOp.-.:
COMET 1 _
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We !� (l�l' l y7f • • 1.9 H40 LATERAL LINE I(B'ORIFICE,SPACED AT
••• 4e.INTERVALS. �.
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ORIFICES 0 40 INRE ToTERVALS
DL ON HE•IN DIETER
NOT TO SCALE 1 SPACED SSORIENTED
RIE TEDATA12COCE E TOSSLATERAL UNC,
•' i"''• HIE ARE
REWIRED IF GRAKLSPIPE AREIFICE
USE
EXPIRES,12I15IZj_ SHIELDS ARE REEDISPERAL TRENCHES.
USED
FOR THE DISPERSALTRENCHEE
1,200-GALLON CONCRETE TRASH TANK CROSS-SECTION 6ENER.A1 CONSTRUCTION NOTES. CONSTRUCTION NOTES
Ad 2'C(, or DOES NOT GUARANTEE THE ,1 AH no'�TAVI o �' SEPTIC SYSTEM CONSTR.°.NOTED
INSPECTION ill2.1"RSER2 EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES.
TO LOCATE LAND PROTECTRALL 1.NO HOUSE FOUNDATION SAMS ARE TO BE PLACED ON THE DIIMNFIEUT AREAS.
PORTATION IN AWARE, E.NO VEHICULAR TRAFFIC IS
RISE" ��S� •
ES SuasiRuciuREs,°OEa No REseNrAs�R PRIOR NOH O°Ep� ALLOWED ON TIM OIwNFlELOAnPnswrANY WINE.
cROACHME Ta IF NY ACM S.NO BURNINGON ANYORNNFlELD AREA
DES,.CO.RECOMMENDS THAT PROPERTY LINES ITE LOCATED OR SURVEYED
Mclur ROE NEIrelgr° L NO CUTS ORE4TER"HAN I'FEET M HEIGHT ARE ALLOWED WITH W FEET DOWN SLOPE OF ANY DRAINFIELD.
INN c
- - - - - - °iwia DEPARTMENT of HEALTH ARDCDUMY HEALTH YaTEN S.L FOOTING DRAINS OP F AREA N F OTIN M E ALLOWED WITHIN O0 FEET DOWNSL E°ANY DRAINFlELD
ORTHE INOALuibN°PTwS¢Emc a A ALL OOWNSPOUT55VRFACE WATER MUST BE DIRECTED AWAY FROM DRNNFlEl09
INLET FROM 'I'' CO T.DUE TO UNFORSEEN WATER TABLES,A CURTMN DRAIN MAYBE REQUIRED TO PROTECT THE DRAINFlELA AREAS.
HOUSE - - - - _ - e4LL°BHELOLxTNTNEDBYONERPR.oRMTHE°TART OP a.USE CAUTION TO NOT REMOVE SOILS WHEN CLEI.RINO DRNNFlELD AREA R IS STRONGLY
• OUTLET TO THE SY°iEM INSTAWTION. RECOMMENDED THAT THE DRNNFIELD AREA BE CLEARED BY THE INSTALLER
• • • 'UMP TANK
SYTFAa COVE0.ADMEUTZCOISRE¢PON91BLEFORTHEA¢41UILTORAWIOATMSIN¢PETION. USE OF CRAVE]LESS CHNABERS IS ACCEPTABLE.
•
10.SEED AND MULCH TM INSTALLED DRNNFIELD IMMEDIATELY UPON COMPLETION,
EIR1e TIMEOF TrvE SITECgmE074UTI ATE RET'DiwLL TW"`
Yx 0[R o D FOUNaAT10N siwpnc oR causiRucTON 11.DEPENDING ONTHE FINAL HOUSE ELEVATIONS.APLRIP MAY BE REQUIRED FOR
ogroE AI/<�F°Pi E.13XOO°i EMI.U.DATF IN0SgtlATION DEiwEEN THE MONTHS CF THE SEPTIC SYSTEM.
12 EXCEPT FOR THE DISPERSAL COMP.ETR,ALL COMPONENTS OF DM SEPTIC
ulgEa'''''`'°"' SYSTEM MUST BE WATERTIGHT TO THE SURFACE,
T ACME O9eIaH Co.wr IS ALLWATEFI LINES MUST MAINNNIII 4.F 10 FEET AWAY FROM THE INSTALLED ORMNFIELD.
INLET TEE L0050.3 OCCTONS TO RA O 0 MEETINGS ON ANTHE ONOTIONS.••• HOwEvER.THE INSTALLER is FULLY RESPONDS.FOR THE LOCATION AND PROTECTION OP M WATFRANO6EWAOE TRANSPoRTUNB CR0991NSR MIST DECONSTRUCTED INACCOPDANCE WITH
OUTLET TEE
0770 ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES.REGUATIONS.ANO POUCIEB.
FRTpy'xLUEISRTT.COR FAT MORE NEFAT00 VTR. Locwre uNE-eft. 11 IXtNNFIELO LATERALS MAY BE NO CLOSER THAN 5'ON CENTER.
a
nwoP FX 1=ANOPRb 1;1104MVMTERaMIN11°EFA<IDTE9 1e.PROPERTY OWNER IS RESPONSIBLE FOR SML LOOS TO BE FILLED UPON COMPLETION
ANQT .o °;H M ¢RENEW£ARO5a P ODISAPPROVED A D _N ACME DESIGN
`' 30 DECEMBER 2025
• poxL Pr[,d;E�R�u�PPRR"FaaYAaME
<A`"°""`6NA"� DATE
RE<TANYaEHGIE�IEnE,�L�Da.,��c e`a�sa�;��Iaeoe�suosE6�ENT,E¢,aaIGAI®
IN¢PE<TFAT'TEM.1ETHE WaTwMER¢RB grsi BILITYTON°TPEA<MB°B I°N<°.
..:...:::...::..::.,::..:..,....:. ::...:...:: .::. ::....:. ...: DINSPEGTIQNs. ° P.O.BOX 2954
: :.,..;...:.,..:.:..........:.. :...: e.:y. :.-...:...,,,..,.,...,.,..•c:.:>:,. ,...;.;..e: .r._e:,::;;: sercH.MT DE ..cluEREDTHEIN¢TALIBR¢HALLL,MEnATEIYSILVERDALE, A.
_ ._ . _ _ _ - - _ _ D,GN<LL<IMTIDRa. NAME- SCOTT W
ROLM `PRE°G,ARE TOBEIDESIGNERS.MCM.°kDINCAMOr,L¢ 98383
'NOTE' IISFO^^�^P TIVEPPEI CONTROL
ONLY CODES.
WE DEPICTION OF DESIGNER S&I�a�E°IGN TAX ID- 22336-53-00044
TRASH TANK SETUP IS TYPICAL FOR DTOTUWOTER MANAGEMENT FOR TIES PARCEL
AND MAY VARY DEPENDING IDS s5N AE RA r AE1T0S W(s4 TEL.360-698-8488
ON SRE REQUIREMENTS AND MANUFACTURER NSTALLER10YTAMRORT 000 ORATOOPP.RRDR RIM TNT RCREONRIDD.TEMPERED SNVLNEMOWED STREET- '20 NE BARBARA BLVD INFO@ACMESEPTIC,COM
INSTALLER
ME DEMME ALOAMM amRODCE TOTEM aR ANYAOanaW DOCUVERD MOOTS=IN DE REALM OEM
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