HomeMy WebLinkAboutSWG2026-00177/APPLICATION/DESIGN - SWG Application / Design - 7/19/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, ,WA 98584
• Y 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: SWG2026-00177
APPLICANT Acme Septic Design Phone: 3606988488
Address: P.O. Box 2954 Silverdale, WA 893
OWNER FORD DANIEL&TELIA M Phone:
Address: 131 E OLYMPIC CT ALLYN, WA 98524
Site Address: 260 E Catfish Lake Rd
Primary Parcel Number: 321347500050
Permit Description: New SFR 4-bedroom pump to gravity system with trench drainfield
and Class B waiver(WA12026-00044)
Permit Submitted Date: 06/04/2026
Permit Issued Date: 07/09/2026
Issued By: David Anderson
Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/04/2029 (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.
8 Any future structures on this lot within 240 feet of a wetland will require a wetland report
be submitted to the Mason County Planning Department for review.
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: O1 ( ô -!
AMOUtJT RECEIVE flECEIVED BY:
Public Health & Human Services 570W aOBY: E v Cn
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext 400 Cl)
415 N.6th Street-Shelton,WA 98584 S W G o'a p�t -i "J o
Z !A
ON-SITE SEWAGE SYSTEM APPLICATION > z
APPLICANT PHONE m m"
Daniel Ford z
•
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
131 E Olympic Ct / Allyn WA 98524 z
SITE ADDRESS-STREET,CITY,ZIP CODE C.
260 E Catfish Lake Rd Shelton WA 98584 0)
NAME OF DESIGNER PHONE I N
• Rod Left 360-698-8488
NAME OF INSTALLER PHONE D
C
PERMIT TYPE(select one) DRINKING WATER SOURCE
®RESIDENTIAL OSS COMMUNITY OSS ®COMMERCIAL OSS ®PRIVATE INDIVIDUAL WELL 1 PRIVATE TWO-PARTY WELL z
TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM
10NEW CONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
.SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE 03
®DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 411/20257 Q I
JWAIVER(S)(IFAPPLICABLE) 4 219, aH1 ❑ YES NO
Q z I O
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
See map. I o
0 Io
O
I:
101
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS . . - COMMENTS/CONDITIONS
fi(f 1: 08" L FS (Type )
2e5 of 38r' f "a kc
-N2 0-2�" ILFS „ � n�o� d �fe,r
lies f- q 77
f -
j 'U3: U- r SFS- -
• ZS'
1rc �. o-;z° (I� .
Q t-c!t 3l" II( v-q�rJyG,n�/y/� C� /! �j
COD • 7 CV i`l L CI $ `►v I•( /W(, J Z 2 /1�/� RECORD DRAWING AND INSTALLATION REPORT
SOIL ES. ! J 7 J �/Y R=R
V=VERY G=GRAVELLY S=SAND L-LOAM SI=SILT C=CLAY E=EXTREMELY R-R OTS REQUI R FINALAPPROVAL.
INSPECT IGNATURE DATE APPLICATION EXPIRATION D TE APP ION PPROVED/ISSUED BY DATE
1
3 /20 zoz
0l
THIS FO M 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: 3 2 1 3 4 7 5 0 0 0 5 •
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"X17"
Permit Number: SWG 1 OZ G`oe 177 Designer's Name: Rod Left
Applicant's Name: Daniel Ford Designer's Phone Number: 360-698-8488
Mailing Address: 131 E Olympic Ct Designer's Address: PO Box 2954
Allyn WA 98524 City State Zip Silverdale WA 98383
City State Zip Designer's Email info@acmeseptic.com
Treatment Device
❑Glendon ❑Sand Filter ❑Mound O Sand Lined Drainfield ❑Recirculating Filter O ATU ❑Other
Treatment Level(check all that apply): ❑A ❑B ❑C O BLl ❑BL2 ❑BL3 YJ E O N
Drainfield Type
Gravity O Pressure ( "Trench ❑Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow:Operating Capacity 360 gpd Length 70 . ft
Daily Flow:Design Flow 480 ' gpd Diameter 4 - in
Septic Tank Capacity(working) 1,500 - gal Number 4
Receiving Soil Type(1-6) 4 Separation 5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 800 - ft2 Total Number of Orifices
Designed Primary Area 800 _ ft2 Diameter in
Designed Reserve Area 800 ft2 Spacing in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 270 . ft Schedule/Class
Elevation Measurements Length ft
Original Drainfield Area Slope 3 % Diameter in
New Slope,If Altered 3 ` % Preferred manifold configuration used? O Yes ❑No
Depth of Excavation Up-slope 9 in Transport Pipe
from Original Grade Down-slope 8 - in Schedule/Class 40
Designed Vertical Separation 18 in Length i 3 ft
Gravel-based Drainfield Required? O Yes Od No' Diameter 2 in
Pump Required? E f Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications ;,,. Number of doses/day - 2 l
Diff.in Elevation Between Pump&Uppermost Orifice 22 ft Dose quantity 2 O__- gal
Drainfield Squirt Height/Selected Residual(head) n/a ft Chamber Capacity(flood) 1,500 gal
Uppermost Orifice 'Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head t 0 gpm 121 Timer /G�tf Elapse Meter i1' Event Counter
Calculated Total Pressure Head lJ . .. ft If Timer: Pump on Pump off [ ,t
Comments
Classy B Waiver
Revised:6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number 3 2 1 3 4 7 5 0 0 0 5 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
ig Test hole locations Drainfield orientation and layout Reference depth from original grade:
lI Soil logs &f Trench/bed dimensions and i f Septic tank
Rf Property lines critical distances within layout ' Drainfield cover
I Existing and proposed wells D-Box/Valve box locations Reference depth from original grade
within 100 ft of property DI Septic tank/pump chamber and restrictive strata:
4' Measurements to cuts,banks,and locations
areas ' Laterals,trench bed,top and
surface water and critical Observation port location bottom
❑ Location and orientation of i( Clean-out location ❑ Curtain drain collector
curtain drain and all absorption i I Manifold placement ❑ Sand augmentation
components
l�f Orifice placement Other cross-section detail:
Location and dimension of Rf Lateral placement with distance i ( Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings g Other Information
vi f Audible/visual alarm referenced Yes No
i�f Direction of slope indicator Scale of drawing shown on scale O i 'Design staked out
i I Waterlines bar O &(Recorded Notices attached
1 Roads, easements,driveways, Gf Elevation benchmark and relative i?f O Waiver(s)attached
parking elevations of system components V O Pump curve attached
Qf North arrow and scale drawing ❑ I 'Evaluation of failure
shown on scale bar Non-residential justification
❑ ® Waste strength
❑ &f Flow
DESIGN APPROVAL'
The undersigned designer must be notified by installer at f e of installation 6tf Yes ❑ No
6-ig-ate
Sip ure of Designer Dat /�
The undersigned has reviewed this design on behalf of Mason County Public Health and determiil3jft be in
compliance with state and local on-si reg lations:
( / , 7ç 0
En ronmental Health Specialist Date
0 O4',19F�r
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING C( NDITI �
✓ The design is stamped"Approved"by Mason County Public Health.
V The Onsite Sewage Permit has not expired,the Permit Expiration Date is: f L( / V L
✓ 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:6/11/2025
Pump Selection for a Non-Pressurized System -Single Family Residence Project
FORD/32134-75-00050
Parameters
D&har eAssEnttyS a Zoo indhes 160
Tr—wtLa i 513 fes#
TraspatPipeCiass 40
TraspatuneS a 200 ircfies
DWItLfr VdvEM0Jd Na 140
W(EG.v� [A 25 fast
DFsig1FbNRab 10 grn
FbbMetr Nate irrhm
'A of Fric5 Losses 0 fad
120
Calculations
Traspat\ cx , 0.9 #s
r:.
Frictional Head Losses i 100
Losslltc#D'IsdY 02 feet
LdssinTrasp rt 1.0
LcssitutfiVaie 0.0 fed
LasshnjJIFbmmr 00 = 80
'A,dci•af FndmLdsses 00 feet O
E
to
Pipe Volumes ;,
O l-,05
VddTraspatLire 19.4 iwa 60
Minimum Pump Requirements
DesiglFbNRab 10.0 91m
TdfalDy xticHeed 22 feet — ------ -- -- — ---
40 �
20
JU( 1_F 00 10 20 30 40 50 60 70 80
FASO 9 2 Net Discharge(gpm)
D � AC
"`� HEALTH PumpData Legend
PF5005HighHeadEduEr tPuYp SystmCuvE*
50GPNI,1f P
115P30J10Ediz200'23W34J50Hz PurpCuve
RmpOpfirdRaga -
OperafrgPdrt
Des�giPdrt O
�d hC� • uJ
•
O= R LEFT �
LICENSE DESIGNER
[XPIRES •121151 n(
Greco Sytema J�p
Incoiporated -
cBrW.jdx
Worldla"p Wmaud6P
NOTE
PRESCRIPTIVE FLOW CONTROL MEASURES
ARETO BE DESIGNED BY LICENSED INDIVIDUALS
IAW WITH APPLICABLE STATE AND COUNTY CODES. -'!•- .":. :. °;67Wamu i1 GOGe<a<quYea>-� ``� lneh\\ 1 .:'••• .. I
ese
.J..• O:TieoNWItlN' ..\\ \ I ) m�}I TMarnrucliq
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3 2026 ��, O
JUN 2N LO I ;rbuva.
N N soa '
N N r •
�P RECEIVED
N ;.,< <I ,
..� 1174.33'
4P
_ N
I • zl PROPOSED`..:: -:-.... 30'
0 DRIVEWAY \1
50'ATTENUATION ZONE _50 230 -0 EL(BENCHMARK)
I !�
I I I
' I
1 '
t, = 1299.85 /
4 T SOIL LOG#1:
� '4 09 E ti� SOIL TYPE:4
/�fau�0 tl C 2042 tiW ' / SAND REDDISH
BROWN
o��� �6 •
' SOIL LOG#2:
7
��TryL/7`4L EN3F I SOIL TYPE:4
1. DD DESIGNER SAND O GRAVELS
PROPERTY OWNER NOTE: 121151
Carefully review ALL aspects of this septic
design.ANY costs incurred due to changes to
this design after submission to the County Health Department SOIL LOG#3:
are the sole responsibility of the property owner.
SOIL TYPE:4
TI-/IS IS NOT A SURVEY_ ALL PROPERTY LINES/BOUNOAF?/ES HAVE SANDW SCATTER E RA ErLS
BEEN DEMONSTRATED BY THE 0WNER(S) AND/OR THEIR AGENT(S).
`• INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBACKS 0'5'10' 30' 50' 75' 100' SOIL LOG#4:
IT IS THE RESPONSIBILITY OF OWNER/REPRSENTING AGENT TO PROVIDE TO ACME IN WRITING USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E SOIL TYPE:4
ANY ANCD ALL INFORMATION PERTINENT TO THE CDEVELOPM ENT OF SEPTIC FEASIBILITY ANCD/OR O"-3a':REDDISH BROWN LOAMY
CDESIGN INCLUCDING ALL GRAY/BLACK WATER STUB OUTS, UTILITY LOCATIONS, PROPERTY CD SCALE(FEET) OR IFS11W114H4AD8AC17J AND FLOATS. SAND W1 SCATTERED GRAVELS
CDIMEN SIGNS, EASEMENTS, BUFFERS AN CD SETBACKS RECDUI RECD BY GOVERNING OR REGULATING ENTITIES LEGEND CDRY WEATHER INSTALLATION ANO SITE PREP REQUIRED. ACME DESIGN
PROT P ECT II MARY AND RESERVE CDRAINFIELO AREAS FROM ANY VEHICLE TRAFFIC_ -
NO FOU NCDATI ON SPOILS OR BURNING ON CDRAINFIELCD AREAS- =SOIL LOG
CDUE TO UNFORESEEN WATER TABLES, A CURTAIN GRAIN MAY BE REQUIRED. ---. =NO BUILD ZONE
•' CDEPENCDING UPON PINAL ELEVATIONS, A PUMP MAY BE REQUIRECD. -• =CLEARING LIMITS DATE- 27 MAY 2026
•' DIRECT ALL DOWNSPOUT/SU.RFACE WATER AWAY FROM ORAINFIELO AREAS_ F.-i =LOW AREAS
IF 10F LATERALS OR MODULES ARE CEPICTEC• THEY ARE APPROxIMATE AN CD MAY VARY, Vi�c�/_� P.O. BOX 2954
PRO\/I CDECD THEY REMAIN IN THE DELI NIEATECD CDF AREA. ,• 'KG =TREES+ 12"0IA NAME- FORD SILVERDALE, WA.
ALL WELLS WITHIN '100 FEET OF PROP. BOUNC I lES HAVE BEEN SHOWN (200' FOR CLASS-B WAIVER). �� 98383
EXCEPT FOR THE CDISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE. Q = CLEAN OUT TAX ID- 32134-75-00050
WATER LINE MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENT. .
'• MAINTAIN A MINIMUM 50' SETBACK CDOWNSLCD B OF I-PITS. MINIMUM OF 10' SETBACK UPS LOPE OF 1-PITS- O =1,500-GAL SEPTIC TANK
SEED AND MULCH FINAL ORAINFIELCD COVER IMMEDIATELY UPON COMPLETION_ STREET- 260 E CATFISH LAKE RD TEL. 360-698-.8488
CDEPEN CDI Ni CS ON THE TYPE OF ATU USED, A TRASH TRAP MAY BE REQUI RECD. Q =1,500-GAL PUMP TANK j'NF0@ACMESEPT'C,C0M
LATERALS MAY BE NO CLOSER THAN 5' ON CENTER_ t� =D-BOX SCALE. 111=50' SITE PLAN
IF WATER AN CD SEWER LINES CROSS, THEY 1UST BE CON STRU CTECD IAW STATE 8. COUNTY COCDE_
LEN
JUN 2 3 2026
RECEIVED
goo
2ti�� / II
o
O N N N N
1174.33'
yaP
.::c:.ct•-.:-•...... 230 -..; :- _ o
p�S 9 ( 50 ATTENUATION ZONE
0'EL(BENCHMARI)
$�
`\ $ )
1/ 1299.85'
A
JUL 09 , � ACME DESIGN
N� N
MASON OOONTY ENVlRO ucEmse D E oNER DATE- 27 MAY 2026 P.O.BOX 2954
as+o n w 7s +ov 1d(YEN yEALTN oZ=1,-Kt NAME- FORD SILVERDALE,WA.
'V AC EHPI:'.Z;: 12 f 1F 1 qr 32134-75-00050 98383
SCALE(FEET) df TAX ID-
STREET- 260 E CATFISH LAKE RD TEL.360-698-8488
INFO a(�4CMESEPTIC.C0M
SCALE:1' 80 SITE PLAN
�c USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E
GRAVITY DISTRIBUTION TRENCH CROSS SECTION OR IFS11W114H4AD8AC17J AND FLOATS.
1 500-GALLON CONCRETE PUMP CHAMBER CROSS SECTION
NO MORE THAN 26•WFCOVER PUMP TANK SETUP IS AN EXAMPLE ONLY.
TOP OF DRAIN FIELD RISFRVNTH U PVC Splice Box
ACTUAL TANK SETUP MAY VARY, WIIIICotdGdps
DEPENDING ON PUMP AND TANK MANUFACTURER. FwMlassGasketedtidwith
Ig1 OPE D•B0R SlainmSteelBolls
6"MIN CO InspectimAccess 24"RISER PVC Risemith Gro mnet(s)
4•PIP Slope Ground 24'Riser and Lid (bond to tack adapterwdh
TRENCH WITH B^ NA VESOIL AwaytmmRISEr / (atgmundsurface) ,emtmnendedadbesiYe)
GRAVELLESS CHAMBER SURFACE -- DisdgeAssem*
CHECK VALVE
Conduct to
TankMapter Conti9lPanel Effluenmsrlarge CLEANOUT AND MONITORING PORT DETAIL
(pst9rha ted) ConduftSeal,
t OBSERVATION PORT
TankAdapler(castorbcEed) WISHED GRADE (a MIN DIAMETER
VERTICAL SEPARATION /OVER MATE AUU RSREOUIRE
IN NATIVE SOIL
CheckVatve(optional) :TH A0E0=a"._
FloatAsembty
RESTRICTIVE LAYER SCR
4lhdarg Floal
COMPACT LENS,OR (RAVEL&PIPE AY B GRAVELLE98 CHAMBER
,f-:i:::,'E-: L':"i 'i• •"rt: :'••''•• + GRASUSUBSTITUTED)MAY BE (GRA SUBSTITUTED)
BE
� — s °HARDPAN Redundant 0B Float
Effluent Pump _
- O O
��
yr NOT TO SCALE 1B„+
.JUL 0 2026 1902 �� 1
O� O EFT s
r fASON r LICENSE DESIGNER compaction or Ovate
COUN Ty ENVIRONMENTAL HEALTH 96
Djfl EXPtf:yS �aytsy CONSTRUCTION NOTES
/"9 GENEF(AL CONSTRIJCTON NOTES:
1,500-GALLON CONCRETE SEPTIC TANK CROSS-SECTION 1.ACMES SIGN TEMS. HAS ATTEMPTED CTURE SHOWALL PEARAN EON HEUNDERGROUNDPL0WEVERS.
SEPTIC SYSTEMS,AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER,
DOES NOT GUARANTEE THE ACCURACY AND/OR COMPLETENESS THE LOCATION OR
30.00 GALLONS PER INCH EXISTENCE OF Tr1ESE UTILITIES OR SUBSTRUCTURES-THE INSTALLER IS REQUIRED TO SEPTIC SYSTEM CONSTRUCTION NOTES:
TAKE ALL PRECAVJTIONARY 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 2411 R SER PORT 2.THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENTA SURVEY.NOR DOES 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE ORAINFIELD AREAS AT ANY TIME
RISER RISE R PURPORT TO SHOWALL EASEMENTS OR ENCROACHMENTS,IF ANY.ACME
DESIGN CO.RECOMMENDS THAT PROPERTY LINES BE LOCATED OR SURVEYED 3.NO BURNING ON ANY DRAINFIELD AREA.
PRIOR TO SYSTEM INSTALATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED
BY THE PROPERTY OWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR 4.NO CUTS GREATERTHAN 4'FEETIN HEIGHTARE ALLOWED WITHIN 50 FEET DOWN SLOPE OF ANY DRAINFIELD.
- _ - - - - - - - ERRORS ARISING FROM MEASUREMENTS THATARE TAKEN FROM PROPERTY
ONES OR CORNERS THAT ARE INACCURATE
• 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY DRAINFIELD AREA.
EFFLUENT FILTER 3.ALL WORKMANEH P AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM
MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH 6.ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS.
DEPARTMENT CODE
INLET FROM _-_' ' ' - ' - 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 PROTECT TILE GRAINFIELD AREAS.
HO(J$E _ _ THE SYSTEM INSTALLATION. USE CAUTION TO NOT
OUTLET TO B RECOMMENDED THAT THE ORAINF SILO AREA BE CLEARED BY THE NSTALLER. STRONGLY
LIMP TANK 5.FINAL SYSTEM INSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL
SYSTEM COVER;ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. 9.GRAVELAND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT.HOWEVER.THE
USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE.RECOMMEND GRAVEL 1.5.MUST BE CLEANED ROCK.
6.A SMALUCRITICAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN\ :: [[ S, [1[I]f.] ::.- 12.500 SQ FT IN SIZE,OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE THE SMALLICRITICAL 10.SEED AND MULCH THE INSTALLED GRAINFIELD IMMEDIATELY UPON COMPLETION.
LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION.
11.DEPENDING ON THE FINAL HOUSE ELEVATIONS,A PUMP MAY BE REQUIRED FOR
7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BETWEEN THE MONTHS OF THE SEPTIC SYSTEM.
OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL.
12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC
B.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY SYSTEM MUST BE WATERTIGHT TO THE SURFACE.
REQUIRED INSPECTIONS OF THE SYSTEM. PLEASE CONTACT ACME DESIGN CO.AT
360.698.8489 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. 13.ALL WATER ONES MUST BEA MINIMUM OF 10 FEETAWAY FROM THE INSTALLED GRAINFIELD.
INLET TEE 9.LOCATIONS OF EXISTING UTILITIES SHOWN ON THE SITE PLAN AREAS ACCURATE AS POSSIBLE INSTALLERTO 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:/AWh1.CALLBI I.COM FOR MORE INFORMATION. IS.DRAINFIELD LATERALS MAY BE NO CLOSER THAN 5'ON CENTER.
10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION
TO PREVENT IIIFILTRATION 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.
12.ANY ECS TO THISSEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN ACME D
CO.AND THE COUNTY HEALTH DEPARTMENT.
13.PRIGR TO TE&CKFI I ALL SEPTIC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACME
0551Q5.QET..BEEORE ANY HEALTH DEPARTMENT INSPECTIONS TAKE PLACE.
- 27 2026
NOTIFY ACME DESIGN CO.
- APPROVAL SHALL NOT REUEVE THE INSTALLER OF THE RESPONSIBILITY TO
CORRECT ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND
DTH IT SHALL TMTHE INSTALLER'S INSPECTIONS
S.
INSPECTIONS. DATE MAY p.0.BOX 2954
- AND THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS.
ERDAL WA.
SILV E
STAENCOUNTERS ANY BETWEENR . THE DESIGN CALCULATIONS •
INSTALLER
IF THE ER - FORD,4.
NAM
E-
E
NOTIFY ACME D AND/OR EXISTING ESIGN CO.AT 360.690.8486.N8 ENCOUNTERED,THE INSTALLER SHALL IMMEDIATELY 98383
IS.PRESCRIPTIVE FLOW CONTROL MEASURES(IF RED'D)ARE TO BE DESIGNED BY LICENSED INDIVIDUALS Tom( I D- 32134-75-00050
TAW WITH APPLICABLE STATE AND 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 TEL, 360-698-8488
FOR STORMWATER MANAGEMENT FOR THIS PARCEL
'NOTE STREET- 260 E CATFISH LAKE RD INFO@J4CMESEPTIC.COM
SEPTIC TANK SETUP IS TYPICAL, 16.THE INSTALLER SHALL NOTIFYTHE DESIGNER IMMEDIATELY FOLLOWING INSTALLATION FOR FINAL INSPECTION,THE INSTALLER
IS AN
BIBLE FOR D PROVIDING THE COMPLETED ACNE READY REQUEST FORM&RECIJHEDRAWINGTO THE DESIGNER.ADDITIONS.
AND MAY VARY DEPENDING
INSPECTIONS DUE TO IMPROPER INSTALLATION WILL BE CHARGED TO THE INSTALLER,ALL CHARGES MUST BE PAI T D PRIOR TO
lM CS1TC PCCLI IIPCMI HITS ANn AAAtJI IFACTIIRFR REOUESTINGADDGONAL INSPECTIONS.TEST RESULTS SHALL BE PROVIDED TO DESIGNER