HomeMy WebLinkAboutSWG2025-00163 - SWG Application / Design - 5/2/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,-967 ,WA 98584
• SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00163
APPLICANT Soete, Lisa Phone: 3605093995
Address: 8291 S. East Fragaria Rd. Olalla, WA 98359
OWNER Soete, Lisa Phone: 3605093995
Address: 8291 S. East Fragaria Rd. Olalla, WA 98359
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE, WA 98383
Site Address: 3791 NE Sand Hill Rd
Primary Parcel Number: 123073490042
Permit Description: REVISION: New SFR 4-bedroom pressure system with sand-lined
drainfield
Permit Submitted Date: 05/02/2025
Permit Issued Date: 06/05/2026
Issued By: David Anderson
Current Permit Fees Paid: $890.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/05/2028 (based on date of inspection)
Permit Conditions:
I Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
7 NO CLEARING IN THE STREAM BUFFER
8 GEO ASSESSMENT WILL BE REQUIRED WITH THE BLD PERMIT SINCE IT WAS
MOVED CLOSER TO SLOPES
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.
Rv ' ofl
OFFICIAL USE ONLY
• • . MASON COUNTY DATE RECEIVED. 051a(o/oho 4 c
AMOUNT RECEIVED: RECEIVED BY:
Public Health & Human Services - (7 lE„ v y
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ≤ N
415 N.6th Street-Shelton,WA 98584 [SWG )c '3 V_ C0
1 2 O 0
ON-SITE SEWAGE SYSTEM APPLICATION 3
m n
APPLICANT PHONE M
Lisa Soete C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
8291 SE Fragaria Rd Olalla WA 98359 M
SITE ADDRESS-STREET,CITY,ZIP CODE
3791 NE Sand Hill Rd - - Belfair WA 98528
NAME OF DESIGNER MAY 2 620'L6 fl PHONE I fV
Rod Left UIJ 360-698-8488
NAME OF INSTALLER [ PHONE o I
PERMIT.TYPE(select one) DRINKING WATER SOURCE N I O
®RESIDENTIAL OSS 5ICOMMUNITY OSS ICOMMERCIAL OSS ID PRIVATE INDIVIDUAL WELL l2l PRIVATE TWO-PARTY WELL
TYPE OF WORK(select one) ®PUBLIC.WATER SYSTEM r
91NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that appw ❑ TABLE X REPAIR I CA)
SUBMITTALS ❑ SURFACING SEWAGE O EXISTING FAILURE ❑SHORELINE
®DESIGN FORM(REQUIRED) ®SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/112025? r0 I 'p
EDWAIVER(S)(IF APPLICABLE) 4 111,949 ❑ YES NO I
" I
� CD
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
S -toV I o Io
0
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
T EUi:U-6 ( Coa 5 C`IyPe sJ fo b of1cm
T RI' 0 -é?, ' .4 Coq 5 (o bcf4On�
• (f3'0-5 y" C- Ca Coa5 fo 1a-F(ofl)
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY 0=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL.
INSPECT SIGNATURE DATE APPLICATION EXPIRATION DATE APP ON APPROVED/ISSUED BY DATE
5 " f � SS 161 ( /7zo�6
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ONTHE MASON COUNTY WEBSITE Revised:4/14/2)25
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 12307-34-90042- --
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.Mcadmum er sue: 11"X 17"
Permit Number: SWG - bOI(p 3 Designer's Name: Rod Left
Applicant's Name: Lisa Soete Designer's Phone Number: 360-698-8488
Mailing Address: 8291 SE Fragaria Rd Designer's Address: PO Box 2954
Olalla WA 98359 City State " Zip Silverdale WA 98383
City State Zi Designer's Email info@acmeseptic.com
Treatment Device
❑Glendon ❑Sand Filter ❑Mound 0 Sand Lined Drainfield ❑Recirculating Filter- ❑ATU ❑Other
Treatment Level(check all that apply): ❑A I]B 0 C ❑BL1 0 BL2 0 BL3 0 E O N
- Drainfield Type
❑.Gravity 'Pressure f 'Trench O Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class i O
Daily Flow:Operating Capacity 360 gpd Length ft f
Daily Flow:Design Flow 480 ✓ gpd Diameter 1,a5 in
Septic Tank Capacity(working) 1500- d' gal Number 3.
Receiving Soil Type(1-6) 1 ' Separation 9 ft4
Receiving Soil Appl.Rate 1.a. ' gpd/ft2 Orifices
Required Primary Area 4gb P ft2 Total Number of Orifices __
Designed Primary Area ft2 Diameter 1/8 in
Designed Reserve Area ' ft2 Spacing in
Trench/Bed Width 3 r ft Manifold,
Trench/Bed Length 1(pO i ft Schedule/Class 4 b /
Elevation Measurements Length 23 ft
Original Drainfield Area Slope 2 % Diameter 1•a 5 in
New Slope,If Altered 2 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 18 in Transport Pipe
from Original Grade Down-slope 17 in Schedule/Class 40
Designed Vertical Separation 24"C-33/18"native in Length. 75 - ft
Gravel-based Drainfield Required? ❑Yes 16 No Diameter 2 - in
Pump Required? Nf Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity Lip gal
Drainfield Squirt Height/Selected Residual(head) 5+ ft Chamber Capacity(flood) 1500 " gal
Uppermost Orifice"Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 310•"i gpm IK Timer ❑ Blapse Meter ❑i`vent Counter
Calculated Total Pressure Head 1 Cl. ft If Timer: Pump on I nia ¶ e..,Pump off hf 5
Comments
Pump tank to have (2) 24" risers
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 12307-34-90042-- __ —
Permit Number: SWG ODI(Q J?
DESIGN;. .$Z''2-'- i
`� ✓`�., {, „r�:, a t�ac H
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ed Test hole locations I1 Drainfield orientation and layout Reference depth from original grade:
6d Soil logs 11' Trench/bed dimensions and if Septic tank
l6 Property lines critical distances within layout I ' Drainfield cover
6Q Existing and proposed wells if D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Rf Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations I ' Laterals,trench/bed,top and
surface water and critical areas Observation port location bottom
❑ Location and orientation of i1 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 56 Manifold placement 9 Sand augmentation
components �( Orifice placement Other cross-section detail:
66 Location and dimension of 0 Lateral placement with distance Rf Observation ports/clean-outs
primary system and reserve area to edge of bed
Other Information
Ej Buildings
lXJ Audible/visual alarm referenced Yes No
6d Direction of slope indicator l6 Scale of drawing shown on scale O 9 Design staked out
l6 Waterlines bar O 'Recorded Notices attached
66 Roads,easements,driveways, ❑ Elevation benchmark and relative O Rf Waiver(s)attached
parking elevations of system components if O Pimip curve attached
6d North-arrow and scale drawing ❑ 9 Evaluation of failure
shown on scale bar Non-residential justification
❑ if Waste strength
❑ Cf Flow
c ..
DESIGN APPROVAL *
The undersigned designer must be notified by afler at tim installation if Yes O No
5 a
ature of Designer Date Pp
The undersigned has reviewed this design on behalf of Mason County Public Health and determined itfto�ti feitr
compliance with state and local on-site re ons:
•67c(la?6' SOfi/co ,/ , O5 ?O2C
Environm tal Health Specialist Date
r N
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.
V The Onsite Sewage Permit has not expired,the Permit Expiration Date is: '/s lG�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:4/14/2025
Pump Selection for a Pressurized System Single Famly Residence Project
.SOETE/12307-34-90042
Parameters
Dsdw sserity5ze 2M 160
TraspatLero 75 fad
TrasportFipeClass 40
TraspatL'euSfine 200 ids
DdbAV\IdvWadd Na'e 140
Ma(SMAMLA . 9 fad
Nie fi w* 23 fed
K43 PipeClass 40
MmbdPfpeS¢e 1a5 idrs
NurtadLatralsperCer 3 120
Labia Leo 55 fad
Labral PIpeClass 40
L prcESM 12 ids
Offmame 18 ids m
Orilce$�g 2 fed 100
Resit Head 5 fed G
Fb 'fv Nae ids F-
Add-cH Fdoloni sse; 0 fed 'o
Calculations 80
Nr%irunFbNRa1BperOrte Q43 gpm E
NurbacfOnfospaZare 84
TbWFbmRabperZare 3fi7 gpm aFs�s
NurtadLabralsperZane 3 « 60
%FbOffae IdttastOrke 3B % I—
Trasprst�tloc 35
Frictional Head Losses 40
LasstraDisdage 27 fed
LtasnTraspat 17 fad
Los5traighValre 00 fad
LossiIMaibd ID feet
Lassinl 20
LasstraFbnrr>etr 00 tad
'Adirn'FrnLossrs 00 fad
Pipe Volumes
VddTrasportLie 1a1 gals 00 10 20 30 40 50 60 70 80
Vd ,lold 1B gsls Net Discharge(gpm)
Vddlka-dsp -Zae 128 gds
TddVdUTE 277 gas
Minimum Pump Requirements Pumpl)ata Legend
DeaiglFbNRa1e 357 gF=q PF50D5HighHe3dELotPurp SSsf3nCu -
ToalDyraricHead ) 198"— �r p 6 50GPKI24P
pi5IDOd1060Hzz MMW6 Hz PurpCuue —
- PurpOpirrralRa>W -
mA5°Nc J(IfV 0 5 2026 OpeafrgPoit Q
°UNryENV/R°NME Dim O
'DJA NTAC NSA/TH
I . .
LICENS NER
EXPIRES 121151 n f_
Mason County WA GIS Web Map
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5/19/2026, 11:41:11 AM 1:6,111
0 0.05 0.1 0.2 mi
O County Boundary
0 0.07 0.15 0.3 km
No Filled
❑ Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HER Garmin,Intermap,increment P Corp.,GEBCO,USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri
Japan,MEnI,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:/t wwmasoncountywa.gov/disclaimer.php
NOTE: USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21 E SOIL LOG #1:
Carefully p this septic
review L OWNER NOTE: PRESCRIPTIVE FLOW CONTROL MEASURES OR IFS11 W114H4AD8AC17J AND FLOATS. SOIL TYPE: 1
review ALL asects of
design.ANY costs incurred due to changes to ARE TO BE DESIGNED BY LICENSED INDIVIDUALS - 0"- 60"+: EXTREMELY GRAVELLY
this design after submission to the County Health Department IAW WITH APPLICABLE STATE AND COUNTY CODES.
are the sole responsibility of the property owner.
COARSE SAND
SOIL LOG #2:
SOIL TYPE: 1
0 0"- 60"+: EXTREMELY GRAVELLY
Ino
COARSE SAND
o SOIL LOG #3:
SOIL TYPE: 1
525,90' 0"- 52"+: EXTREMELY GRAVELLY
COARSE SAND
O o 5
�mw o..�ve. �_ -. W. w11L(= TO CRE�}�-._
F On� �— TO CREEK
' O '. ,'`�';��. �.r''. ,,•' . ''�:` 43 gip\ '•✓^
tio.,,. . Ry osF n
'F•. ' �:. `;::: � e�;�o,,, ,ors .,, )� � ;
.;...
_ '.•.::.,:,��::-''. 483.17 � w
o o w
RENCH CONSTRUCTION PROFILE
0 510' as so' 75' 100' J[I� n ; ; \ PERCENT SLOPE IN PRIMARY: 2 %
14
�SC�Cp� 0 5 �� MAXIMUM TRENCH DEPTH: 17 Inches
SCALE(FEET) �Tj F (Dowru;LOP�sEI MR19M)
jp
C-33 SAND -24
77-II s IS NOT A s[J/ VEY_ ALL PROPERTY L/IVES/B0UNOAR/- id VERTICAL SEPARATION: � SOIL. Inches
BEEN DEMONSTRATED BY THE OWNE (S) ANO/OR THE/R AEN7j(' ;�r��f
INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBAACKS - WATER LINE DISCLAIMER: TRENCH WIDTH: 36 Inches
-IT IS THE BESPONSI BI LiTY OF OWNER/REPRESENTING AGENT TO PROM DE TO'ACME IN WRITING IF WATRLI'S RESIDES WTHIN PROPOSED ORAINFIELDS ANDIOR
ANY NiOA ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILITY AND/OR NEEDS M BE RELOWED FOR ANY REASON HOMEOWNER
DESIGN INCLUDING ALL GRAY/BLACK WATER STUB OUTS• UTILITY LOCATIONS, PROPERTY DIMENSIONS CONSLRIESALLFINMNCNL m RESPONSIBII ADDITIONAL COVER REQUIRED: es
Inch
DIMEIl1 540 P4 - HAS EM ENTS BUFFERS AND SETBACKS REQUIRED BY GOVERNING OR REGULATING ENTITIES
DRY WEfi.T%"iE^.;.��a .�^yT_ALLATION ANO SITE PREP REQUIREd_- _ LEGEND
PR01-EDT PRIMAf=YY saN RESERVE 0RA1 NI II ELp AR ES FROM ANY Z/EHIDLB TF2FI C. E DESIGN
- ,- FOUNDA N TIO SS?t) _S `o_u N
�NIG ON DRA1 NFTELD AREAS_ - =SOIL LOG C
- DUE TO UNFORESEEN _ CURTAI N DRAIN MAY BE REQUIRED_
- DEPENDING UPON FINAL ELEVTIONS, A I9 E FEED UIR RED
. NO BUILD ZONE
DIRECT ALL DOWNSPOUT/SURFACE WATER AW19:1e-r., INFIELD REAS_ __ =CLEARING LIMITS DATE- -26 MARCH 2026
L
- IF DF A A M H Y A
TERLS OR ODULES ARE CEPICTED. TERE �•.`� LOW AREAS
TEE AND MAY VARY, P.O. BOX 2954
PROVIDED THEY REMAIN IN THE DELINEATED DF AREA. NAME- SOETE
= > 1_Z^,ol.o. SILVERDALE, WA.
-ALL WELLS WITHIN '100 FEET OF PROP. BOUNDAR TREES LES HAVE BEEN SHOWN (�a�).. SS—B WAIVER)_ - . QQQQQ
EXCEPT FOR THE DISPERSAL COMPONENT• ALL SEPTIC COMPONENTS MUST BE WATC.� SURFACE_ O = CLEAN OUT ��( 98383
WATER LINE MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENT_ TA)( ID- - • 12307-34-90042
MAINTAIN A MINIMUM 50' SETBACK DOWN SLOPE OF 1-PITS_ MINIMUM OF 1 0• sETBACK ul=sl_OPE of c--^_, _ 1500-GAL SEPTIC TANK
- SEED AND MULCH FINAL DRAINFIELD COVER IMMEDIATELY UPON COMPLETION_ .. - _ TEL. 360-698-8488
DEPENDING ON THE TYPE OF ATU USED• a,TRASH TRAP MAY BE REQUIRED_ ® TANK STREET- 3791 NE SAND HILL RD
LATERALS MAY BE NO CLOSER THAN 5' ON CENTER. O SPLITTER I,- , INFO a�CMESEPTIC.00M
IF WATER AND SEWER LINES CROSS• THEY MUST BE CONSTRUCTED IAW STATE 8. COUNTY CODE_ ,
SCALE: 1 -50 SITE PLAN
. . l
. . I
MONITORING PORT DETAIL
5S CHAMBERS MUST BE HUNG AND SECURED
1,500-GALLON CONCRETE PUMP CHAMB CRTO PREVENT ENT WHILE
RDANCE WITH NMANU MANUFAD MINIMIZE CTURERSSPECIFICATIONS
PUMP TANK SETUP IS AN EXAMPLE ONL INSTALLING IN KITSAP COUNTY
ACTUAL TANK SETUP MAY VARY, OBSERVATION PORT
(4-MIN DIAMETER
DEPENDING ON PUMP AND TANK MANUFACT
ERIAL AS REQUIR
InspetolAlxess _<;
RI/SER 24-RISER• . .-:.•. .-
Riurand lid Avwy hom wR erR \
(atwoundwdace) 'i3 r----
CfiAAA
••SSLHAM E•.GRAV�LLE ..
CXE1 OK VALVE IPIPE'MAYEE;• •=
Can:: `• "
Coldtld0o — qqDi., . 1GRAVE�3 PIPE MAYs fi':
( /7] : :.~ � tl)
Ink! RIFlCE,SPACED AT 118.ORIFICE,SPACED AT
4- 24 INTERVALS.
INTERVALS.
VALS. / \
FlootAsse*
VYafa g RW
Redudai t OA FIwt
AIN DIAMETER
LATERAL LINE,
( NOT TO SCALE ��SITION.ORIFICE
V /_lz f4 PIPE ARE USED
"4801VCo p //oAl0520� a ;V ' ICHES;
NOTES LICENSE SIGNER
1,500j�� LLON CONCRETE SEP1 EXPIRES u,�s,
STEM CONSTRUCTION NOTES:
INSPECTION
PORT 24"R SER 'u,sE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINflF1.D AREAS.
RISE ICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME.
I,NING ON ANY DRAINFIELD AREA.
-•-•-•- -•- S GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITH 50 FEET DOWN SLOPE OF ANY DRAINF1ELD.
)TING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY DRAINFIELD AREA.
INLET FROM _ _ _ _ WNSPOUTSISURFACE WATER MUST BE DIRECTED AWAY FROM DRAJNFIELDS.
HOUSE "�1 UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINRE]D AREAS.
AlllON TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREA.IT IS STRONGLY
ENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER.
AND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT. HOWEVER,THE
J=SS CHAMBERS IS ACCEPTABLE.
H THE INSTALLED DRNNFlELD IMMEDIATELY UPON COMPLETION.
NDING ON THE FINAL HOUSE ELEVATIONS,A PUMP MAY BE REQUIRED FOR
SEPTIC SYSTEM.
IPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC
rEM MUST BE WATERTIGHT TO THE SURFACE.
INLET TEE IIATI]t LINES MUST BE A MINIMUM OF 10 FEET AWAY FROM THE INSTALLED DRAINFIELD.
I, R TO NOTATE FINAL WATER LINE LOCATION ON REDUNE AND PROVIDE TO DESIGNER.
iR AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH
'URRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES.REGULATIONS,AND POLICIES.
11FIEI.D LATERALS MAY BE NO CLOSER THAN 5 ON CENTER.
1ST COMPARTMENT
ACM E DESIGN
19 MAY 2026
., - • -.:-.-.1.._..I P.O. BOX 2954
SOETE SILVERDALE, WA.
98383
•NOTE•SEPTIC TANK SETUP IS TYPICAL, 12307-34-90042
AND MAY VARY DEPENDING TEL. 360-698-8488
ON SITE REQUIREMENTS AND MANUFACTURER 3791 NE SAND HILL RD INF0@ACMESEPTIC.00M