HomeMy WebLinkAboutSWG2026-00044 - SWG Application / Design - 2/19/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, ,WA 98584
• SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2026-00044
APPLICANT Acme Septic Design Phone: 3606988488
Address: P.O. Box 2954 Silverdale, WA 893
OWNER BUSHNELL GARY E&KATHI Phone:
Address: 781 NE TAHUYA RIVER DR TAHUYA,WA 98588
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE,WA 98383
Site Address: 400 NE TAHUYA RIVER DR
Primary Parcel Number: 222051200090
Permit Description: New/repair 3bd gravity trench
Permit Submitted Date: 02/19/2026
Permit Issued Date: 04/08/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $1,185.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/02/2027 (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 DATEBECENED;
AM0UNTRE ED: RECEIVED BY:
Public Health & Human Services o m
Environmental Health 360427-9670,ext.400 or 360-275.4467,ext.400 s' O r — 0 SE 0
415 N.
Street-Shelton,WA 98584 W ClY/ z C5
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT I PHONE m m
SC Creatables LLC 564-654-8390 c
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
2046 E 15th St Bremerton WA 98310 m
SITE ADDRESS-STREET,CITY,ZIP CODE
400 NE Tahuya River Dr Tahuya WA 98588 I %J
NAME OF DESIGNER I PHONE
Rod Left I 360-698-8488 I
NAME OF INSTALLER PHONE I
fYl I O
PERMIT TYPE(select one) DRINKING WATER SOURCE
®RESIDENTIAL OSS COMMUNITY OSS ®COMMERCIAL OSS Ii PRIVATE INDIVIDUAL WELL I I PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM
@]NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I
SUBMITTALS �e O SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE
r�
®DESIGN FORM(REQUIRED) I�LBSEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE WAS LOT CREATED AFTER 411/2025? r0 I IV
t {
1WAIVER(S)(FAPPLICABLE) 3 5.9 acres ❑ YES Q NO 0 I O
DIRECTIONS TO SITEAND SITE CONDITIONS:(ex.locked gate) I
See map.
0 Io
0
I (
SITE MUST BE FLAGGED FROM MAIN ROAD AND TESTHOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I C
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE((or reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS q_„,_ 4i U/I COMMENTS/CONDITIONS
- (z,/' : ry -d
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0 rTflf
@M L'm[lir'L�D w �
II APR 08
2026
ONLINE HEALTH DEPT
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FORFINALAPPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUEDBY DATE
'h 3I74 z- f
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: 22205-12-0000090- --
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 maybe scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17"
ARLrI �ITIEICTTN`
Permit Number: SWG UZZ- 000-1 Designer's Name: Rod Left
Applicant's Name: SC Creatables LLC Designer's Phone Number: 360-698-8488
Mailing Address:
2046 E 15th St Designer's Address: PO Box 2954
Bremerton WA 98310 City State Zip Silverdale WA 98383
City State Zip Designer's Email info@acmeseptic.com
S.r` rL "`" r� -t-� r �ti k --�:.: ms's xF' .x rx "x ... - .+, r'�-S� .�.� '{a; "-erg� k�`ss�✓` � :�'z z �..-rte.i
Treatment Device
❑Glendon ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter ❑ATU ❑Other
Treatment Level(check all that apply): O A ❑B ❑C ❑BLl ❑BL2 ❑BL3 0 E ❑N
Drainfield Type
L (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 60 ft
Daily Flow:Design Flow 360 gpd Diameter 4 in
Septic Tank Capacity(working) 1200 gal Number 5
Receiving Soil Type(1-6) 5 Separation 5 ft
Receiving Soil Appl.Rate 0.4 gpd/ft Orifices
Required Primary Area 900 ft2 Total Number of Orifices n/a
Designed Primary Area 900 ft Diameter n/a in
Designed Reserve Area 900 ft2 Spacing n/a in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 300 ft Schedule/Class n/a
Elevation Measurements Length n/a ft
Original Drainfield Area Slope 5 % Diameter n/a in
New Slope,If Altered 5 % Preferred manifold configuration used? ❑Yes O No
Depth of Excavation Up-slope 16 in Transport Pipe
from Original Grade Down-slope 13 in Schedule/Class 40
Designed Vertical Separation 36 in Length 118 ft
Gravel-based Drainfield Required? 06 Yes ❑No Diameter 2 in
Pump Required? 'Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Dif.in Elevation Between Pump&Uppermost Orifice n/a ft Dose quantity 30 gal
Drainfield Squirt Height/Selected Residual(head) • n/a ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice❑Higher ❑Lower than Pump Shutoff
Pump controls:Please check those required.
Capacity @ Total Pressure Head 10 gpm El Timer ❑ B(apse Meter ❑event Counter
Calculated Total Pressure Head 5.4 ft If Timer: Pump on 3 min ,Pump off 2 hours
Comments
AP P R0 '
oDn 7n26 _
Revised:4/14/2025
PAAS0N COUNTY ER 0N!�ENZAL HEALTH ONLINE HEALTH DEPT
RV
DESIGN FORM—PAGE TWO Assessor's Parcel Number:22205-12-00090•- --
Permit Number: SWG
ES
D IGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ed Test hole locations Drainfield orientation and layout Reference depth from original grade:
59 Soil logs l6 Trench/bed dimensions and Rf Septic tank
&J Property lines critical distances within layout 9 Drainfield cover
21 Existing and proposed wells 21 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 16 Septic tank/pump chamber and restrictive strata:
0 Measurements to cuts,banks,and locations Q( Laterals,trench/bed,top and
surface water and critical areas Q( Observation port location bottom
0 Location and orientation of QI Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
21 Location and dimension of 0 Lateral placement with distance 9 Observation ports/clean-outs
primary system and reserve area to edge of bed
lid Buildings Other Information
121 Audible/visual alarm referenced Yes No
21 Direction of slope indicator 16 Scale of drawing shown on scale 0 d Design staked out
Ed Waterlines bar O Rf Recorded Notices attached
21 Roads,easements,driveways, El Elevation benchmark and relative ❑ rd Waiver(s)attached
parking elevations of system components 121 0 Pump curve attached
21 North arrow and scale drawing 0 Ef Evaluation of failure
shown on scale bar Non-residential justification
❑ i21 Waste strength
❑ 21 Flow
DESIGN APPROVAL
The undersigned designer must be notified by i -taller at time of installation 121 Yes 0 No
ature 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 r lations:
� vu
Environmental Health ecialist 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: 2
✓ 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. . XG [M
This form may be scanned and available for public view on the Mas Co n! Wo,it 6 e ised:4/14/2025
ONLINE H f L H DEPT
Pump Selection for a Non-Pressurized System -Single Family Residence Project
SC CREATABLES LLC/22205-12-00090
Parameters
Dsda9eAsseTtysize 200 ird 160
TraspatLeg1, 118 f
TraspatPipeC�s 40
TmrgS atLine5ze 200 exhes
D•st Ii V 1aad Na ne 140
MacEeuafmLit 5 fad
DFbnRab 10 gtn
FbNMetr Ncre
'd1a1FrictmLmses 0 fad
120
Calculations
Traspat\ioa'y 0.9 s
w {
Frictional Head Losses if 100
Lnssfta#i)sca9e 02 fed =
LmsinTraspat 02 fad
LosshaVake 0.0 fad
LossetaihFbnn 0.0• fad 2 80
'rldaf Frictmlrsses Q0 tad
E
Pipe Volumes a
VdarTraspatLar 20.8 s - PF5005
.4 60
L—
Minimum Pump Requirements
DesigiFbwRab 1Q0 gprn
TddDyraricHead 5.4 fed
40
20
APPROVED
APR0
202& 0 10 20 30 40 50 60 70 80
MASON COUNTY ENVIRON ENTAL HEALTH Net Discharge(gpm)
RET
PumpData Legend
PF5005HiJ1HmaE4uetPurp SystrnCuve —
50GPN�1/1HP
11523W 10W1zXYWv D60Hz PurpCuve
PurpOpnr�Rar, -
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- APR 08 2026
gym% HEALTH DEPT
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Sources:Earl,HERE,Garmin.Intermap,Increment P Corp.,GEBCO,USGS,
ONLINE HEALTH DEPT FAO,NPS,NRCAN,GeoBase,IGN,Kadaster NL,Ordnance Survey,Earl
Japan,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.httpslly ww.masonoountywa.govldisclaimer.php
USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E
OR IFS11W114H4AD8AC17J AND FLOATS.
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MAXIMUM s^,�.�• N
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SOIL SEPARATION 36 INCHES A �`�i':.r••"
APR 082026 �.�� '...., ° ._
MASON COUNTY ENVjaONMENTAL —
SOIL LOG#1: H TH ----'---- ---------------- -"-- - z
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SOIL TYPE:5 : " '•.'• ,q 5
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SOIL LOG#2 ?: 'v
SOILTYPE:5 ', �;:;:;'��.::,:•:•:•!:;:':�.:':: •'.:.:: .z < : :.::':' ::'
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SOIL LOG#3: - O LICEN DD
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EXPIRES 12195.11/ 0 6
SOIL TYPE:5 /Y7 :\ T...�L:�..�:�._:M__�- . ' }. .�.�.
0"-20":REDDISH BROWN LOAMY SAND " '
20"-50":GRAY SILTY SANDY LOAM •• R: :: 33 a I ONLINE HEALTH DEPT
PROPERTY OWNER NOTE: NOTE: \C
Carefully review ALL aspects of this septic PRESCRIPTIVE FLOW CONTROL MEASURES
design.ANY costs Incurred due to changes to r
this design after submission to the County Health Department ARE TO BE DESIGNED BY LICENSED INDIVIDUALS
are the sole responsibility of the property owner. IAW WITH APPLICABLE STATE AND COUNTY CODES.
THIS /S NCDT A SURVEY. ALL PROPERTY L/NES/BC)UNOAR/ES HAVE WATER LINE DISCLAIMER:
BEEN DEMONSTRATEID BY THE OWNERS) AND/OR Y/-/8/F? AGENT(S).
- INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBACKS IF WATER LINE RESIDES WITHIN PROPOSED DRAINFIELDS AND/OR 0'5'10' 20' 30' 50' 75' 700'
-IT IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PRO's/IC)E TO ACME IN WRITING NEEDS TO BE RELOCATED FOR ANY REASON HOMEOWNER
ANY AND ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILITY ANC)/OR CONSUMES ALL FINANCIAL RESPONSIBILITY
C)ESIGN INCLUDING ALL GRAY/BLACK WATER STUB OUTS, UTILITY LOCATIONS, PROPERTY EINIHIVSIONS SCALE(FEET)
C)IMENSIONS, EASEMENT , BUFFERS ANC) SETBACKS RECIUI RED BY GOVERNING OR REGULATING EN.rr 1ES
- DRY WEATHER INSTALLATION AND SITE PREP REQUIRED_ LEGEND
- PROTECT PRIMARY ANC) RESERVE DRAI NFI BLED AREAS FROM ANY VEHICLE TRAFFIC_
- NO FOU IV C)ATION SPOILS OR BURNING ON C)BI NFI BLED AREAS_ p•
- C)UE TO UNFORESEEN WATER TABLES, A CURTAIN C)RAINI MAY BE BBC LIIBEC_ -- =SOIL LOG VVV E
DESIGN__
CL ARING ZO-• NE
- DEP N INAL ELEVATIONS, A PUMP MAY E E REQUIRED. --• =CLEARING LIMITS
C)IRECT ALL DOWNSPOUT/SURFACE WATER AWAY FROM C)RAINPIBLED AREAS_ -:'T DATE- 6 APRIL 2026
=LOW AREAS /�
I F L C)F A M TERALS OR ODULES ARE DEPICTED• THEY ARE APPROXIMATE AND MAY VARY, P.O. BOX 2954 PROVIC)EC) THEY REMAIN IN THE C)ELINEATEC) C)F AREA_ =TREES- 12" DIA NAME-
- ALL WELLS WITHIN '100 FEET OF PROP. BOUNDARIES HAVE BEEN SHOWN (200' FOR LASS-B VV, ,I./ER,, Sc CREATABLES SILVERDALE, WA.
- EXCEPT FOR THE C)ISF'ERSAL COMPONENT. ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE_ O = CLEAN OUT W T 98383
A M M M M TER LINE UST BE A INIU OF 1 O' FROM Y AN SEPTIC COM N N POET. •AX ID- 22205-12-00090
MAINTAIN A MINIMUM SO' SETBACK C)OWNSLOPE OF 1-PITS. MINIMUM OF 1O' SETBACK UPSLOPE OF I-PITS. ® = 1200-GAL SEPTIC TANK
SEED ANC) MULCH FINAL ORAINFIELC) COVER IMMEDIATELY UPON COMPLETION_ 0 = 1000-GAL PUMP TANK STREET- 400 NE TAHUYA RIVER DR TEL. 360-698-8488
C)EPENDING ON THE TYPE OF ATU USEC). A TRASH TRAP MAY BE REQUIRED_
LATERALS MAY BE NO CLOSER THAN S ON CENTER (MAY EI FFER WITH BEDS). = 0-BOX SCALE. it�5O1 INF0@4CMESEPTIC.00M
IF WATER ANC) SEWER LINES CROSS• THEY MUST BE CONSTRUCTED IAW STATE S COUNTY CODE_ SITE PLAN
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EXPIRES 121151
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APR 0 8 2026
ONLINE III-,'1LfH DEPT
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DATE- 6 APRIL 2026 " F '
P,O,BOX 2954 IN m o
NAME- SC CREATABLES SILVERDALE, WA. , ' m �" r••. '� :.••
TAX ID— 98383 , �.'
22205-12-00090 •'� '•'•'�� L 1 A_ --`�
TEL, 360-698-8488 �.: t:':c' z`•; ::..r,.__,. :.:
STREET- 400 NE TAHUYA RIVER DR JNFO@i4CMESEPTIC.COM
SCALE:1"=60' SITE PLAN ti' ��;'�= - : {
:'• 33 0 '
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USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E
GRAVITY DISTRIBUTION TRENCH CROSS SECTION OR IFS11W114H4AD8AC17J AND FLOATS.
1,000-GALLON CONCRETE PUMP CHAMBER CROSS SECTION
NO MORE THAN 20'OF COVER
PUM
P OF DRAIN FIELD RISERWITH TANK SETUP IS AN EXAMPLE ONLY. PVCSpliceBox �j(U, j(10 [D
ACTUAL TANK SETUP MAY VARY, wnhCordGrips
SLOPE 5k D•BOX DEPENDING ON PUMP AND TANK MANUFACTURER, FlberglassGasketedLidwith APR 08 2026
Stainless Sleet Bolts
6"MIN COV
4'PIP Inspection Access 24"RISER PVCRiwwithGrommel(s)
TRENCH WITH 13" NA IVESOIL SlopeGmond 24•Riserandkid (bondtotankadaplerwith ONLINE HEALTH DEPT
SURFACE Away from Riser (atgroandsudace) recommend.ssern sine)
GRAVELLESS CHAMBER f-
cKECKVALVE Discc wrgeAssem*
Colldulllo Tank Adapter ConlrolPand EltiuentDischarge
(castorbdted) CondudSBd •
CLEANOUT AND MONITORING PORT DETAIL
+ Idet
OBSERVATION PORT
TankAdapter(castorbdlld) FINISHEDGRADE (T MIN DIAMETER
VERTICAL SEPARATION
OVER MATERIAL AS REGUIRE
IN NATIVE SOIL
Check Valve(option) THREAO:D CAS
FloatAssembly -; -•
RE I STIR CTIVE LAYER
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:::}:`.•-:' HARDPAN Redundant OR Float (G RASULS SUBSTITUTED)
MAY BE (GRAVEL6 PIPE MAY BE
s]:..1•:yL-::1:': I. >, ::t J,•. 'hY 9UBSTRUTEO)
,;;: Cg:; +Y.� :1' Pump -
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APR 0 8 2026 a� NOT TO SCALE
MASON COUNTY ENVIRONMENTAL HEALTH o�y 6 002 E 3 36"+
L10EN IONER ompactlo^or wale
RET EXPIRE- ,x►ssI -- CONSTRUCTION NOTES
GENERAL CONSTRUCTION NOTES:
1,200-GALLON CONCRETE SEPTIC TANK CROSS-SECTION 1.ACME DESIGN YSTEMCO..ANDS ATTEMPTED TOSUBSTRUCTURES.
SHOW ALL EXISTING UNDERGROUND UTIVTIES,
SEPTIC SYSTEMS,AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER,
DOES NOT GUARANTEE THE ACCURACY AND/OR COMPLETENESS OF THE LOCATION OR
24.00 GALLONS PER INCH EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES. THE INSTALLER IS REQUIRED TO SET'it:.SYSTEM CONSTRUCTION NOTES:
TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE AND PROTECT ALL EXISTING
INSPECTION 24"RISER INSPECTION UTILITIES AND SUBSTRUCTURES,WHETHER SHOWN OR NOT.PRIOR TO EXCAVATION IN ANY AREA. 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELD AREAS.
PORT 24"R SER PORT 2.THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENTA SURVEY,NOR DOES
RISE RISE DE SIGN CO.RECOMMENDS THAT PROPERTY UNES BE LOCATED OR SURVACME EYED 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE GRAINFIELD AREAS AT ANY TIME.
PRIOR TO SYSTEM INSTA1ATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED 3.NO BURNING ON ANY DRAINFIELD AREA.
• . . . • . _ . . . . . BY THE PROPERTY OWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR
• - - - . . . _ . . ERRORS ARISING FROM MEASUREMENTS THATARE TAKEN FROM PROPERTY 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITHIN 50 FEET DOWN SLOPE OF ANY DRAINFIELD.
. . . . _ ONES OR CORNERS THAT ARE INACCURATE.
3.ALL WORKMANSHIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM
EFFLUENT FILTER 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY DRAINFIELD AREA.
MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH
INLET FROM . . . • - - - '_"•-_"_'_' DEPARTMENT CODE. 8.ALL DOWNSPOUTSISURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS.
HOUSE -_- - -_ - 4.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE DESIGNER PRIOR TO THE START OF 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECTTHE GRAINFIELD AREAS.
THE SYSTEM INSTALLATION.
OUTLET TO S.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREA.IT IS STRONGLY
PUMP TANK S.FINAL SYSTEM INSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER.
SYSTEM COVER.ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. 9.GRAVEL AND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT. HOWEVER,THE
6.A SMALL/CRITICAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE.RECOMMEND GRAVEL 1.5•.MUST BE CLEANED ROCK.
12,500 SO FT IN SIZE.OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE. THE SMALL/CRITICAL 10.SEED A14D MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION.
LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION.
...- : 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BETWEEN THE MONTHS OF 11.DEPENDING ON THE FINAL HOUSE ELEVATIONS,A PUMP MAY BE REQUIRED FOR
OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL THE SEPTIC SYSTEM.
8.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY 12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC
SYSTEM MUST BE WATERTIGHT TO THE SURFACE.
REQUIRED INSPECTIONS OF THE SYSTEM.PLEASE CONTACT ACME DESIGN CO.AT
360.s99.a499 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. 13.ALL WATER LINES MUST BE A MINIMUM OF 10 FEETAWAY FROM THE INSTALLED DRAINFIELD.
INLET TEE 9.LOCATIONS OF EXISTING UTILITIES SHOWN ON THE SITE PLAN AREAS ACCURATE AS POSSIBLE. INSTALLER TO NOTATE FINAL WATER LINE LOCATION ON RECLINE AND PROVIDED TO DESIGNER.
OUTLET TEE HOWEVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
ALL EXISTING UTILITIES. THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO 14.WATER AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH
SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE-811. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES.REGULATIONS,AND POLICIES.
VISIT HTTP:/AMLATIONLYI I.COM FOR MORE INFORMATION.
10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION 15.DRAINFIEID LATERALS MAY BE NO CLOSER THAN 5'ON CENTER.
TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES
AND ROADWAYS.
11.IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED
1ST COMPARTMENT 2ND COMPARTMENT SEPTIC DESIGN ON THE CONSTRUCTION SITE DURING WORK HOURS. A w
12.ANY CHANGES TO THIS YHEALTH SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN
AND
CO. THE COUNTY DEPARTMENT.
13.P_RIQBTo BACKPILLI ALL BeSEPC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACMEDESIGNGN CO BEFORE ANY HEALTH DEPARTMENT INSPECTIONS TARE PLACE.
APPROVAL SHALL NOT REUEVE THE INSTALLER OF THE RESPONSIBILITY TO
CORRECT ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND DATE-
INSPECTIONS.IT SHALL BE THE INSTALLER'S RESPONSIBIUTY TO NOTIFY ACME DESIGN CO. 6 APRIL
2026
AND THE HEALTH DEPARTMENT FOR ALL REQUIRE
D INSPECTIONS.
P.O.BOX 2954
' r •. '-• , •• r-L•-. . a ENCOUNTERED.THE INSTALLER SHALL IMMEDIATELY SIL A.
14.IFO THE INSTALLER ENCOUNTERS ANY DISCREPANCIES BETWEEN THE DESIGN,CALCULATIONS, NAME- SC CREATAB LES VERDALE; W
SPECIFICATON6,AND/OR EXISTING CONDITIONS
NOTIFY ACME DESIGN CO AT 380 888 6488 98383
I5,PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQTD)ARE TO BE DESIGNED BY LICENSED INDIVIDUALS TAX I D- 22205-12-00090
I.P WITH A FW APPLICABLE STATE D COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN
IS FOR ILLUSTRATIVE PURPOSES ONLY.AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION
*NOTE* FOR STORMWATER MANAGEMENT FOR THIS PARCEL TEL. 360-698-8488
SEPTIC TANK SETUP IS TYPICAL, 16.THE INSTALLERSHAU.NOTIFYTHEDESIGNERIUUEOIATELYFOLLOWINGINSTALLATIONFORFINALINSPECTION.THEINSTALLER STREET- 400 NE TAHUYA RIVER DR INFO@ACMESEPTIC.COM
AND MAY VARY DEPENDING INSPECTIONS DUE TO IMPROPER INSTALLATION WILL BE CHARGED TO THE INSTTALLER ALL CHARGES MUST BSHEE PAD PRIOR TO o
ON SITE REQUIREMENTS AND MANUFACTURER REQUESTING ADDITIONAL INSPECTIONS,TEST RESULTS SHAD,BE PROVIDED TO DESIGNER