HomeMy WebLinkAboutSWG2025-00470 - SWG Application / Design - 12/23/2025 415 N 6TH STREET,SHELTON,WA 98584
;a• MASON COUNTY SBELFAIR:360-275-4467,EXT 400
I7 Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00470
APPLICANT Acme Septic Design Phone: 3606988488
Address: P.O. Box 2954 Silverdale, WA 893
CONTACT Nuckols,Anthony Phone: 2532493652
Address: 6830 Tacoma Mall blvd 5 Tacoma, WA 98409
OWNER HOME TEAM PROPERTIES LLC Phone: 253-249-3652
Address: 6830 TACOMA MALL BLVD#5 TACOMA, WA 98409
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE,WA 98383
Site Address: 781 E Lakeshore Dr E
Primary Parcel Number: 220175200078
Permit Description: New 2bd ATU to pressure trench
Permit Submitted Date: 12/23/2025
Permit Issued Date: 02/23/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $725.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/13/2029 (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 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.
a
OFFICIAL USE ONLY
AI ': MASON COUNTY DATE RECEIVED: [�!^ 3/ 'S CN 1 f L '(J/'�J N
AMOUNT RECENE RECEIVED Ili)
Public Health & Human Services ��j 0 Ilk— CO CO
Environmental Health 360-427-9670,ext.400 or 360.275-4467,ext.400
415 N.6th Street-Shelton,WA 98584 S W G 2D2!/c - 0013 0 o ?
Z Cl)ON-SITE SEWAGE SYSTEM APPLICATION 1.
R1
APPLICANT PHONE r-
Home Team Properties z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E
6830 Tacoma Mall Blvd Apt 5 Tacoma WA 98409 GO
SITE ADDRESS-STREET,CITY,ZIP CODE •'
781 E Lakeshore Dr East Shelton WA 98584 N
NAME OF DESIGNER PHONE
1
Rod Left 360-698-8488 -4
NAME OF INSTALLER PHONE C.)1
O N)
O
PERMIT TYPE(select one) DRINKING WATER SOURCE y O
CD
®RESIDENTIAL OSS ®COMMUNITY OSS COMMERCIAL OSS I�PRIVATE INDIVIDUAL WELL I PRIVATE TWO-PARTY WELL Z
O3
TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM Timberlake Community Club Inc-88370
!J NEW CONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
I
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE w
®DESIGN FORM(REQUIRED) '741SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? 0
JWAIVER(S)(IF APPLICABLE) 2 .2 acres o YES ❑✓ NO Z I
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I
See map
I-
O
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
zl --
---\-\-\-s: 0 --it V(-70/0-) .
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
ttrarT ► '1I3 WO 1 I l'S/ 1. rill i''75/Z.
THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
. DESIGN FORM—PAGE ONE 4: Assessor's Parcel Number: 22017-52-00078- --
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"
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Permit Number: SWG 1A --0097-0 Designer's Name: Rod Left
Applicant's Name: Home Team Properties Designer's Phone Number: 360-698-8488
Mailing Address: 6830 Tacoma Mall Blvd Apt 5 Designer's Address: PO Box 2954
Tacoma WA 98409 City State Zip Silverdale WA 98383
City State Zip Designer's Email info@acmeseptic.com
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Treatment Device
❑Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter 0 ATU O Other
El B.C❑BLl BNR-500
Treatment Level(check all that apply): O A BL2 4 NuWater BL3 �E 0 N
Drainfield Type
O Gravity gPressure O Trench [ Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 32 S tip
Daily Flow:Operating Capacity 180 gpd Length 40 ft
Daily Flow:Design Flow 240 gpd Diameter 1 in
Septic Tank Capacity(working) 1000 ga Number 2
Receiving Soil Type(1-6) Separation 3 ft
Receiving Soil Appl.Rate (column* 1.0 gpd/ft2 Orifices
Required Primary Area 240 ft2 Total Number of Orifices 20
Designed Primary Area 240 ft2 Diameter 1/8 in
Designed Reserve Area 240 ft2 Spacing 48 in
Trench/Bed Width 6 ft Manifold
Trench/Bed Length 40 ft Schedule/Class 3034
Elevation Measurements Length 4 ft
Original Drainfield Area Slope 0 % Diameter 1 in
New Slope,If Altered 0 % Preferred manifold configuration used? L 'Yes O No
Depth of Excavation Up-slope 9 in Transport Pipe
from Original Grade Down-slope 9 in Schedule/Class 40
Designed Vertical Separation 12 in Length 38 ft
Gravel-based Drainfield Required? O Yes Ed No Diameter 2 in
Pump Required? li Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Diff,in Elevation Between Pump&Uppermost Orifice 7 ft Dose quantity 10 gal
Drainfield Squirt Height/Selected Residual(head) 12.6 ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice l 'Higher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 9.6 gpm mf Timer O Btapse Meter ❑event Counter
Calculated Total Pressure Head 12.6 ft If Timer: Pump on 1 min 2 sec ,pump off 1 hr
Comments APPROVED
Pump tank to have 2 risers I i/
FEB 232026
MASON COUNTY ENVIRONMENTAL HEALTHRevised:4/14/2025
RET I
i
DESIGN FORM—PAGE TWO Assessor's Parcel Number:22017-52-00078--
Permit Number: SWG '17 O
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations g Drainfield orientation and layout Reference depth from original grade:
21 Soil logs g Trench/bed dimensions and g Septic tank
21 Property lines critical distances within layout L Drainfield cover
❑ Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks,and locations Laterals,trench bed,top and
surface water and critical areas g Observation port location bottom
❑ Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components i Orifice placement Other cross-section detail:
64 Location and dimension of 0 Lateral placement with distance C1 Observation ports/clean-outs
primary system and reserve area to edge of bed
Other Information
g Buildings
w Audible/visual alarm referenced Yes No
• Direction of slope indicator i Scale of drawing shown on scale 0 d Design staked out
21 Waterlines bar 0 M'Recorded Notices attached
21 Roads,easements,driveways, p Elevation benchmark and relative ❑ g Waiver(s)attached
parking elevations of system components g 0 Pump curve attached
21 North arrow and scale drawing ❑ g Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑Flow
�._. DESIGNAPPRUVAL
The undersigned designer must be notified by installer at time of i tallation g Yes 0 No
Signatu e 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:
z4 /2
Environmental Health Sp cialist 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: (13
v'
✓ 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
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4/9/2025, 10:57:59 AM 1:6,143
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Tax Parcels (Zoom in to 1:30,000)
Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri
Japan,METI,Esri China(Hong Kong),(c)OpenStreelMap contributors,and
the GIS User Community
Mason County WA GIS Web Map Application
Mason County disclaims accuracy,reliability,or timeliness of website into,not liable for losses from reliance on it.https://w.vwmasoncountywa.gov/dlsclaimer.php
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WATERTIGHT LID VENT(typ) DUAL PORT AERATOR
RISERS(TYP) _ -
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36"MAX. 1"PVC(TYP) o
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1"PVC SLUDGE
12" RETURN LINE t.)
2"PVC J-
TRASH CHAMBER �\ DIGESTER CHAMBER CLARIFIER
OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER
FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS
FLOOD:191 GAL.
65" 56"
54" 50"
APPROVED
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53"
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FEB 2 3 2026 .0
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MASON COUNTY ENVIRONMENTAL HEl L°H
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SIDE VIEW
1"=1.4 ft STONE-FREE NATIVE SOIL •
OR COMPACTED SAND
INSTALLATION INSTRUCTIONS OVER STONY SOIL
1)Excavate tank hole with vertical walls to 1 foot larger than
tank on all sides.
2)If bottom of hole is stony,install 3"of compact sand&level •F- 9.-2" 'I'
out with screed.
3)Install tank in center of hole,keeping 1 ft.void space on
all sides. 24"BLOWER
4)As tank is filling with water,fill in void space with compact 24"RISERS' P) HOUSING CAS
N TOP oFc1
granular(sandy)soil free of large clumps of clay.
5)Install rest of system,&affix risers to adapters with
waterproof adhesive. E 3 4'-B"
6)Perform watertightness test in field as required by local
1p
jurisdiction. 12"RISER I I I
7)Upon approval to backfill,carefully backfill with native
soils over top of tank. TRASH CHAMBER . DIGESTED IICLARIFIER
8)Final grade the surface to avoid chanelling surface L J L J L__J
water toward tank.
TOPVIEW \
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Doi o .. AEROBIC TREATMENT TANK DETAIL FOR
(4i _ NuWATER BNR-500 TREATMENT UNIT
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--- • (877) 836-8476 (601)845-4716 fax SCALE =
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`� I PARSON C0UNETl'' M R0NMENTAL HEALTH
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b;1%7'slip:ICI&NOT ADAP OR P. 118'1#.W.J.A.ki:j4.0SE(QPl I0NA4:5 j- �(!►•
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. , Revised 2/25/12
Pump Selection for a Pressurized System -Single Family Residence Project
• HOME TEAM PROPERTIES/22017-52-00078
Parameters
Disd>ageAsserdySize 200 ;rct s 160
Trasp:M.5) P 37 fast
Traspo1PipeClass 40
TraspartLineSte 200 inches
DisfilxfargVasieNlocb Nc a 140
Mar EkvalcnLitt 7 feet
Mantld Leigh 20 fast
Maifid Pipe Class 40
MarifddPiipeSze 125 irchm
N Later dLaler2ts per Cell 2 120
Lard Leigh 40 feet
Load Ripe Class 40
LegalPipe5¢e 1.00 icirs
OrifceSize U8 irJrs 0
OrikceSpairg 4 fast UT 100
RasicfllHesd 5 fast z0
FIoivMeisr Nme rrhes I.
'ddaiFricEcnLoeses 0 feet Ip-
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Calculations s 80 / .
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MrvnmFbivRab per Orifce 0.43 an E
NrrrtercfOrifces par Za 22 c
Tdai Rio/RabpeZone 9.6 gcm p i PF5005 I
Nurted Lards peZa-e 2 Ty, 60_�
o%FbNOi6aaidlstd.astOricce 1.9 % H
Trespateoaty 0.9 >Fs _IIT1T
Frictional Head Losses 40 _��
LcestrcujiDIschaw 02 bet
Loss inTratspat 0.1 bet
Lcestrcuj Valre 00 bet
LcssinMe itld 0.1 fed
Loss in[Ards 02 fad 20
Lcestro#FlawnEter 0.0 fed
'Pt7daf Fricfcn Lceses 0.0 feet r--!i
Pipe Volumes 0 I
VdcfTrasp ttLie 6.4 gds 0 10 20 30 40 50 60 70 80
VdcfMs ifid 1.6 gds Net Discharge(gpm)
VdcfLatrdspeZae 36 gels
TctiVolirre 116 gals
Minimum Pump Requirements PumpData • Legend
Deslg1FbNRab 9.6 gra PF5005Higtr Head ElluatPurp SyslanCuve
TotiDynaricHead 126 feet 50 GPM,12HP
115230V 1060Hz200'230Jdfd SOH z PurpCuve
APPROVED ��OpirrslRaga
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F E B 2 3 2026 DEsigiPdrt
A MASON COUNTY ENVIRONMENTAL HEALTH
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Crane*S stems .. LICENSE i ESIGNER
Incorporated %1/// /X J►///1////I�.
EXPIRES 1211512.61'J
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• TRENCH CONSTRUCTION PROFILE) USE NUWATER PANEL MODEL EAS-S1-PT ETM CT LAA
PERCENT SLOPE IN PRIMARY: 0 eta AND FLOATS.
MAXIMUM TRENCH DEPTH: 9 Inches
(oONsst.OPESIDE MEASUREMENTS)
VERTICAL SEPARATION: 12 Inches SOIL LOG#1:
PRESSURE BED WIDTH: 72 Inches
ADDITIONAL COVER REQUIRED: 8 Inches Q- SOIL TYPE: 3
P 0"-21 REDDISH BROWN MEDIUM SAND
Qom WITH SOME PEBBLES
SLOPE 0% =Q
FINAL I
ADDITIONAL COVER
SOIL LOG#2:
8 INCHES
qti. SOIL TYPE: 3
TRENCH 381NC�S ... MAXIMUM r ;" 0"-21": REDDISH BROWN MEDIUM SAND
TRENCH INCDEPTH 1S4 ;;• j WITH SOME PEBBLES
9 INCHES
.ISPERSA �CP
.OMPONE i A)
I. INFILTRATNE " PPROVE D
SURFACE ••'i
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' •' '. FED 2 3 2026 SOIL LOG#3;
186 ♦♦
NATIVE VERTICAL 41;
SOIL • SEPARATION 12 INCHES +' HEALTH SOIL TYPE. 3
188' QQ¢°' ♦♦♦♦� MASON COUNTY EN�RONMENTAL
.•4,0•.,..e•-4.,
''`=` =4, •♦ RET 0"-18"; REDDISH BROWN MEDIUM SAND
p.->,�'✓o�, -p..s o `9 " ♦♦♦ ♦ � DRIPRVEWAY
R6STRICJI 61 ERo oPOSED
;' 2=8R o�sE ••• WITH SOME PEBBLES
190' - - ` 10'NO BUILD ZONE
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-- 192' '' rc ) m . ♦
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0'EL(BENCHMARK) 1
NMI.
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p ry`4 1 194' ' � L �^_ '
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A+!T� i0oeia 96' 6
y' ��'�I____ RESERVE . . .
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'+ . (DRIP OSS 480 SOFT) ,
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EXPIRES 121151- / '• �V
PRIMARY O
DRAINFIELD+6' N
6'X40' 196' v :
PROPERTY OWNER NOTE:
Carefully review ALL aspects of this septic
design.ANY costs incurred due to changes to
• this design after subotssion to the County Healthy Department
\ ••, '. - are the sole responsibility of the property owner.
WATER LINE DISCLAIMER: \
IF WATER UNE RESIDES IMTHIN PROPOSED DRAINFIELDS AND/OR ,•_' •
• -• -
NEEDS TO BE RELOCATED FOR ANY REASON HOMEOWNER
CONSUMES ALL FINANCIAL RESPONSIBILITY _ • _ •
0' 5'10' 30' 50' 75' 100'
Ill
TH/S Is NOT A SURVEY- ALL PROPERTY LINES/BOUNDARIES HAVE 4�- o-•' e NOTE:
BEEN !EMONSTRATEO BY THE OWNERS) ANO/OR 7-1-/Elf? AGENT(S). PRESCRIPTIVE FLOW CONTROL MEASURES
• INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL COtaES/SETBACI'CS ARE TO BE DESIGNED BY LICENSED INDIVIDUALS
-IT IS THE RESPONSIBILITY OF OWNER/REPF2ESENTINIG AGENT TO PROVIDE TO ACME IN WRITING • - IAWWITHAPPLICABLESTATEANDCOUNTYCODES. SCALE (FEET)
ANY AND ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILITY AND/OR
'D M NSIONSUEASEMENTS. UF BUFFERS AND SETBACKS REQUIRED EQU RED BGOVERNINGR*DR REGULAT NG ERT TIES LEGEND
ACME DESIGN
• CRY WEATHER INSTALLATION AND SITE PREP REQUIRED.
- PROTECT PRIMARY AND RESERVE DRAINFIELD AREAS FROM ANY VEHICLE TRAFFIC. cr =SOIL LOG
- NO FOUNDATION SPOILS OR BURNING ON DRAINFIELD AREAS. --. = NO BUILD ZONE
- OUE TO UNFORESEEN WATER TABLES. A CURTAIN DRAIN MAY BE REQUIRED_ -,-.. =CLEARING LIMITS
• OEPEN DING UPON FINAL ELEVATIONS,A PUMP MAY BE REQUIRED. \„�i =LOW AREAS DATE- 16 JANUARY 2025 (] ,y
- OIRECT ALL DOWNSPOUT/SURFACE WATER AWAY FROM DRAINIFIELD AREAS. P.O. BOX 2954
- IF OF L-4..-rFrziki_s OR MODULES ARE DEPICTED, THEY ARE APPROXIMATE AND MAY VARY, ` =TREES - 12" DIA NAME- HOME TEAM PROPERTIES SILVERDALE, WA.
P FWOVIOED THEY REMAIN IN THE DELINEATED OF AREA. �
- ALL WELLS WITHIN 100 FEET OF PROP_ BOUNDARIES HAVE BEEN SHOWN (200' FOR CL. SS-B WAIVER)_ =CLEAN OUT 98383
- EXCEPT FOR THE DISPERSAL COMPONENT, ALL SEPTIC COMPONENTS mus-r BE WATERTIGHT TO suiRFACE_ TAX ID- 22017-52-00078
-WATER LINE MUST BE..MINIMUM OF 1 O• FROM ANY SEPTIC COMPONENT. Q =TRASH TRAP
• MAINTAIN A MINIMUM SO' SETBACK DOWNS LO PE OF I-PITS. MINIMUM OF 10'SETBACK UPSLOPE OF 1-FITS. =ATU DEVICE STREET— 781 E. LAKESHORE DR E
D- SEE ANC. MULCH FINAL DRAINFIELD COVER IMMEDIATELY UPON COMPLETION. TEL. 360—C1 a78-8'Y'88
- 'DEPENDING ON THE TYPE OF ATU USED. A.TRASH TRAP MAY BE REQUIRED. ® = 1000-GAL PUMP TANK
- IF WATER AND SEWER LINES CROSS, THEY MU CONSTRUCTED IAW STATE S COUNTY COOS. 0 =SPLITTER SCALE. 1"=30' SITE PLAN INFO a&CMESEPTIC.CO M
r
•
' 20.00 GALLONS PER INCH CLEANOUT AND MONITORING PORT DETAIL
PIPING IN GRAVELLESS CHAMBERS MUST BE HUNG AND SECURED
1,000-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 Splice Box WHEN INSTALLING IN KITSAP COUNTY
ACTUAL TANK SETUP MAY VARY, with Cord Grips PRESSURE MANIFOLD DETAIL OBSERVATION PORT
DEPENDING ON PUMP AND TANK MANUFACTURER. cLEI NDIAMETE (4'MIN DIAMETER
Fiberglass Lid with BOTTOM OF MANIFOLD RISER BOX FINISHED GRADE (6"MIN DIAMETER)
Stainless Steel Bolts TO BE LINED W/GRAVEL AND WIRE MESH \ht /
PER POLICY 18 ,/ COVER MATERIAL AS REQUIRE
24"RISER PVC Riser vnUlOmmmeQs) 1"SCH 40 • • • • •
• • _
Inspection Access Slope Ground (bond to tank adapter wi h
ati li liE 1 1/4'or
40
•
Riser and Away from Riser
\ recommended adhesive) �����_fi—`� PVC FEEDER LINES
(algmundsudace) ————_ �— .�a� , TO DRAINFIELD - • > ,
n—n—n=il—u—n—nal-n Discharge Assembly ,I • �• ..'IHREAD4IIC" `-GRAVELLESS.CHAMBER...- _ _
TI=IFq=n=li=ual=u=1 �' G L'&PfPEAU4Y.HE^ GRAVE�LESS'CHAMBER
=I—II—IE=n=n=Ll-- Ipq
fl iln=°TiLIfi ConduH!o �—��■ ` ��� ( R (GgAVEL' PIPEM Y•BE.•
—u Control Panel EftiuentDischar a i• S1�8$T[T11TfU)• ? U3TITUTED
Tank Adapter 9 �� 9q. )
(c
ast
{py. 11/,r BALL VALVES • _ _
CAndDISeaI o ■ ■
Lati
Inlet f%I)? 0 f_0 I_0 f_O IRRIGATION TURF BOX OR 1°SC 40 LATERAL LINE 1/8'ORIFICE,SPACED AT ri ..•
Tank Adapter(astorbolted) ; ; ; RISER WITH SECURABLE LID 1/8'ORIFICE,SPACED AT 48"INTERVALS.
48"INTERVALS.
`��T'�■� iT■ • f 1 �V
`� CheckValve(optional) -
FloalA5semM 7 SDH 40 PVC sweeping end
TRANSPORT LINE
WorkingFloat FROM PUMP TANK _ l ,
Redundant Off Float �
TUB Effluent Pump
■r l■
NOTE:
-" ORIFICES ARE TO BE DRILLED 1/8 IN DIAMETER,
NOT TO SCALE r, j;:. a SPACED AT 48"INTERVALS ON THE LATERAL LINE,
AND ORIENTED AT A 12 O'CLOCK POSITION.ORIFICE
• 277 `�
OD LER • SHIELDS ARE REQUIRED IF GRAVEL&PIPE ARE USED
••:er:5L_1 G1:SIGNER • FOR THE DISPERSAL TRENCHES.
• 'EXPIRES 1211$1
1 000-GALLON CONCRETE TRASH TANK CROSS-SECTION GENERAL CONSTRUCTION NOTES: CONSTRUCTION NOTES
1 1.ACME DESIGN CO.HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTIUTIES, SEPTIC SYSTEM CONSTRUCTION NOTES:
SEPTIC SYSTEMS,AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER,
DOES NOT GUARANTEE THE ACCURACY ANDIOR COMPLETENESS OF THE LOCATION OR
EXISTENCE OF THESE UTIUTIES OR SUBSTRUCTURES.THE INSTALLER IS REQUIRED TO 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELD AREAS.
INSPECTION TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE AND PROTECT ALL EXISTING
PORT-2.......„.... ....... UTIUTIES AND SUBSTRUCTURES.WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA. 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME.
RISER_ 24"RJSER\ 2 THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENT A
PURPORT TO SHOW ALL EASEMENTS OR ENCROACH ENTS.IF SURVEY,
NY.ACME NOR DOES 3.NO BURNING ON ANY DRAINFIELD AREA.
IT
DESIGN CO.RECOMMENDS THAT PROPERTY LINES BE LOCATED OR SURVEYED
PRIOR TO SYSTEM INSTALATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITH 50 FEET DOWN SLOPE OF ANY DRAINFIELD.
BY THE PROPERTY OWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR
• _ ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY DRAINFIELD AREA.
_-_'_-_-_•
. _-_ UNES OR CORNERS THAT ARE INACCURATE.
- • - - - - 3.ALL WORKMANSEIIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM S.ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS.
_-_-_-_'_'_--- _ MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELD AREAS.
INLET FROM - - - - - - _ - . - - - ., • - - DEPARTMENT CODE.
HOUSE 4.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE DESIGNER PRIOR TO THE START OF 8.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREA.IT IS STRONGLY
r OUTLET TO THE SYSTEM INSTALLATION. RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER.
J :; • PUMP TANK
5.FINAL SYSTEM INSPECTION ACM IS REQUIRED TO S PERFORMED FOR A ACME DESIGN CO.PRIOR TO THE FINAL
/ SYSTEM COVER.ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE.
IrJ 8.A SMALUCRITICAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN 10.SEED AND MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION.
12.500 SG FT IN SIZE.OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE.THE SMALUCRITICAL
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
THE SEPTIC SYSTEM.
7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BETWEEN THE MONTHS OF
A OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL. 12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC
8.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY REQUIRED INSPECTIONS SYSTEM MUST BE WATERTIGHT TO THE SURFACE.
OF THE SYSTEM,SOME EXCEPTIONS MAY APPLY. PLEASE CONTACT ACME DESIGN CO.AT 13.ALL WATER UNES MUST BE A MINIMUM OF 10 FEETAWAY FROM THE INSTALLED DRAINFIELD.
INLET TEE ------' 380.698.8488 TO SCHEDULE ALL MEETINGS AND INSPECTIONS.
FEB 23 2026 OUTLET TEE S.LOCATIONS OF EXISTING UTILITIES SHOWN ON THE SITE PLAN ARE AS ACCURATE AS POSSIBLE. 14.WATER D SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH
HOWEVER.THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF fW
ALL EXISTING UTILITIES.THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES,REGULATIONS,AND POLICIES.
SYSTEM INSTALLATION BY CALUNG THE UNDERGROUND UTILITY LOCATE LINE-811. 15.DRAINFIELD LATERALS MAY BE NO CLOSER THAN 5'ON CENTER.
JASON COUNTY ENVIRONMENTAL HEALTH VISIT HTTP IM/W/9.CA LL811.COM FOR MORE INFORMATION.
10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION 16.PROPERTY OWNER IS RESPONSIBLE FOR SOIL LOGS TO BE FILLED UPON COMPLETION
RET TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACIUTIES
AND ROADWAYS.
11.IT SHALL BE THE RESPONSIBILITY OF THE IN DURLERING TO HAVE A COPY OF THIS APPROVED ACME DE I I�SEPTIC DESIGN ON THE CONSTRUCTION SITE DURING WORK HOURS.
12.ANY CHANGES TO THIS SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN
CO.AND THE COUNTY HEALTH DEPARTMENT.
• .:.,::.:
13.PRIOR TO BACKFILL,ALL SEPTIC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACME
DE P NV HEALTH DEPARTMENT IN PECTIONS TAKE PLACE
APPROVAL SHALL NOT RELIEVE THE INSTALLER OF THE RESPONSIBILITY TO DATE- 29 OCTOBER 2025
CORRECT ANY DEFICIENCIES ANDIOR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND
INSPECTIONS.IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY ACME DESIGN CO. ,O. BOX�T AC L.954A
AND THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS. P.O.0 /�
. . • . • ., • C G CALCULATIONS.
ENCOUNTERS DISCREPANCIES C S BETWEEN I ST N. EN NTER ANY D R PAN IE E THE INSTALLER ER 14.IF 1 TA L
. �_ �. �::::.:,...-,.-::::.:c..-::::-:4::::-.,:-,,....:,- - � E TEAM PROPERTIES LVERDALE WA.
H OM AM PR SI
INSTALLER R SHALL IMMEDIATELY E- 1
NOTIFY
CMDESIGN NR CO. 36 CONDITIONS ENCOUNTERED,THE IN TA E NAM NOTIFY ACME O.AT 360.698.8480. 98383
15.PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQ'D)ARE TO BE DESIGNED BY UCENSED INDIVIDUALS
IAW WITH APPUCABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN TAX ID- 22017-52-00078
*NOTE* IS FOR ILLUSTRATIVE PURPOSES ONLY.AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION
TRASH TANK SETUP IS TYPICAL, FOR STORMWATER MANAGEMENT FOR THIS PARCEL
AND MAY VARY DEPENDING 16.THE INSTALLER SHALL NOTIFY THE DESIGNER IBYEOUTELY FOLLOWING INSTALLATION FOR INSPECTION(S).THEINSTAULR STREET- 781 E. LAKESHORE DR E TEL. 360-698-8488
6RESPON9mE FOR PRESSURE 1ESIINOMiD PROADINORE COYPILTEO ACME READY REQUEST FORM a REDLINE IRM O TO OLEE BERGNER.
ON SITE REQUIREMENTS AND MANUFACTURER INSTALLER TO VERIFY SETTINGS BY PERFORMING WN,RUN TIME AND SQUIRT TEST.TEST RESULTS SHALL BE PROVIDED INFO@ACMESEPTIC.COM
TO THE DESIGNER ALONG WITH ANY ma TO TITLES OR OR ANY ADDITIONAL DOCUMENTS REQUESTED BY THE HEALTH DEPT.
MSSEOENTITYFILM� OUT
READY ORH.AO FORM D IS F µSA OUST EIS�I PBCRTOIHHHSSCTIOII SITE HOT ALIGNING