HomeMy WebLinkAboutSWG2026-00100 - SWG Application / Design - 4/8/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,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: SWG2026-00100
APPLICANT Caliber Septic Design Phone: 3605097900
Address: 165 NW Tupelo Way Poulsbo,WA 98370
OWNER FREDRIKSEN SANDRA LEA Phone:
Address: 9304 23RD AVE NW SEATTLE, WA 98117
SEPTIC DESIGNER RICHARD BAZZELL* Phone: 360-509-7900
Address: 165 NW TUPELO WAY POULSBO, WA 98370
Site Address: 31 NE Wagon Wheel Rd
Primary Parcel Number: 222025402011
Permit Description: REPAIR: SFR 2-bedroom NuWater BNR500 ATU with pressure
drainfield bed and designated reserve drainfield area
Permit Submitted Date: 04/08/2026
Permit Issued Date: 04/22/2026
Issued By: David Anderson
Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 04/16/2027 (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.govlhealthlenvironmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
1 I
OFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED: O �y
• • UX c N
• AMOUNT RECENED: RECEIVED BY:
Public Health & Human Services 57D bNt o v
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 — ≤
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415 N.6th Street-Shelton,WA 98584 ( U.2 O
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ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m m
Sandra Fredriksen c/o Nicole Allen 206.488.3818 I-
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE C
7755 29th Ave NW, Seattle, WA 98117 APi m
SITE ADDRESS-STREET,CITY,ZIP CODE
31 NE Wagon Wheel Road, Belfair, WA 98528 RFC�� I Iv
NAME OF DESIGNER PHONE I IV
Richard Bazzell 360.509.7900
NAME OF INSTALLER PHONE DI
To Be Determined n/a ≤ I
�,
PERMIT TYPE(select one) DRINKING WATER SOURCE
❑ RESIDENTIAL OSS ❑ COMMUNITY OSS ❑COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL z fV
❑ PUBLIC WATER SYSTEM Wagon Wheel Estates Water System ID#92080F
TYPE OF WORK(select one) I
❑ NEW CONSTRUCTION I UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I (Ti
SUBMITTALS O SURFACING SEWAGE M EXISTING FAILURE O SHORELINE
Q DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 O I
❑ WAIVER(S)(IF APPLICABLE) 2 0.17 YES NO C)
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I o
IN
PLEASE NOTE: due to deep soils, safety concerns, and sewage backing up into the home,
it is requested that a joint site visit be scheduled as soon as possible. 0 I o
II -
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 1
OFFICIAL USE ONLY BELOWTHIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOG
COMMENTS/CONDITIONS
i U-i:0 cc -9 C T'g ti)
E(iCoaS C�Ci c�uS
s 2.0 LFS
- 21-- c9" rC20octS
ittG-2t "tfS ( 7) - 9
21- 1y EC ( ç
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECTO SIGNATURE DATE APPLICATION EXPIRATION DATE/ fzoi
APN APROVED/ISS EDBY DATE
(lo Z r:,_ � a� �
THIS FO MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026
`1 f
DESIGN FORM—PAGE ONE Assessor's Parcel Number:
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"
PARCEL IDENTIFICATION
Permit Number: SWG 2026-00100 Designer's Name: Caliber Septic Design-Richard Bazzell
Applicant's Name: Sandra Fredriksen Designer's Phone Number: 360.509.7900
Mailing Address:
9304 23rd Ave NW Designer's Address: 165 NW Tupelo Way
Seattle WA 98117 City State Zip Poulsbo WA 98370
City State Zip Designer's Email richard@calibersepticdesign.com
DESIGN PARAMETERS
Treatment Device
❑ Glendon ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter N ATU BN R-500 O Other
Treatment Level(check all that apply): ❑A S B O C ❑BLl O BL2 O BL3 ❑E ❑N
Drainfield Type
❑ Gravity O Pressure O Trench Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications aterals
Number of Bedrooms 2 Sched ass 40/3034
Daily Flow: Operating Capacity 240 - gpd Len 23 ft
Daily Flow:Design Flow it 240 - gpd Dia 1.00 in
Septic Tank Capacity(working) B NRSUD gal N 5
Receiving Soil Type(1-6) 1 S n n `T 2 on-center ft
Receiving Soil Appl.Rate 1.0 r gpd/ft2 Orifices
Required Primary Area 240 ft2 Total Num ( li es 40
Designed Primary Area 240 ft2 Diameter 1/8 in
Designed Reserve Area 450 ft2 Spacing S, 36 in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 24 - ft Schedule/Class 40/3034
Elevation Measurements Length 15 ft
Original Drainfield Area Slope 0 s % Diameter 2.00 in
New Slope,If Altered n/a % Preferred manifold configuration used? 11Y es O No
Depth of Excavation Up-slope 36 in Transport Pipe
from Original Grade Down-slope 36 J in Schedule/Class 40/3034
Designed Vertical Separation 12 - in Length 150 ft
Gravel-based Drainfield Required? C✓J Yes ❑No Diameter 2 in
Pump Required? Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff. in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 40 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1166 (total flood) gal
Uppermost Orifice l IHigher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 17.3 gpm 9 Timer i1 Elapse Meter if Event Counter
Calculated Total Pressure Head 11.5 ft If Timer: Pump on 0.80 min ,pump off 3.99 hours
Comments
A joint site visit was completed with D.Anderson on 4/16/2026.
*Sewage will be discharged directly into the NuWater BNR-500 and utilize the built in trash chamber with an operating
capacity of 417 gallons and flood capacity of 490 gallons.
Revised:6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2- 2^-• 12'-0 40 2� 1 1, '
Permit Number: SWG 2026-00100
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
l6 Test hole locations Q( Drainfield orientation and layout Reference depth from original grade:
Soil logs lI Trench/bed dimensions and
Ef Septic tank
UI Property lines critical distances within layout 14' Drainfield cover
if Existing and proposed wells 19 D-Box/Valve box locations
Reference depth from original grade
within 100 ft of property UI Septic tank/pump chamber and restrictive strata:
UI Measurements to cuts,banks, and locations
UI Laterals,trench/bed,top and
surface water and critical areas Observation port location bottom
UI Location and orientation of UI Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 6d Manifold placement O Sand augmentation
components
Orifice placement Other cross-section detail:
Location and dimension of lI ports/clean-outs
primary system and reserve area � Lateral placement with distance Observation
to edge of bed Other Information
UI Buildings
Addible/visual alarm referenced Yes No
E1 Direction of slope indicator
Q' Scale of drawing shown on scale O Design staked out
lI Waterlines bar- ❑ @(Recorded Notices attached
Roads, easements,driveways, ® Elevation benchmark and relative lI O Waiver(s)attached
parking elevations of system components 1/ O Pump curve attached
D_f North arrow and scale drawin O UEvaluation of failure
shown on scale bar
+ Non-residential justification
: f% t•�- ' ❑ ❑ Waste strength
' ;≤° =? ❑ ❑ Flow
SIGN APPROVAL
The undersigned desig rest b notified by i ler at time of installation UIYes ❑ No
'10371x6
f 0 RfC_—0 L B ILL d 04.19.26
n d esign Da4p
t
: " •,
The undersigned has reviewed this design on behalf of Mason County Public Health and determri I'm %
compliance with state and local on-site g ations:
ZL// MASON ,A
PR 2 2 2026
Enviro ental Health Specialist Date �ENVIRONAI E
D JA NTAL HEALTH
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:
L/ / 16 ( 7,p'1
✓ Dr infield site conditions have not been altered to adversely affect conditions of design approval.
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
GENERAL CONSTRUCTION NOTES TANK REQUIREMENTS PROJECT INFORMATION: CALIBER
1. A pre-construction meeting with a licensed wastewater designer is required prior to 1. Concrete tanks are required,otherwise use tanks approved by Washington Owner: Sandra Lea Fredriksen SEPTIC DESIGN
installation of the approved design. State Department of Health on the"List of Registered Sewage Tanks." 9304 23rd Avenue NW Feasibility-New Construction-Repair
2. Materials(on-site treatment system products)used for the installation of this design 2. All tanks must be installed on a level,compact base,pea gravel or sand may be Seattle,WA 98117 165 Tupleo Way
are required to be approved and registered with the Washington State Department required. Follow tank manufacturer installation requirements. Poulsbo,WA 98370
of Health. 3. Tanks are required to be installed within 36"of finished grade. Septic Designer: Caliber Septic Design,Ilc t.360.509.7900
3. Installation of this design is required to meet local health jurisdiction regulations 4. Use only pump basins approved by Washington State Department of Health on the 165 Tupelo Way
and policies. "List of Registered Sewage Tanks." Poulsbo,Wa 98370
4. Installation of this design is only to occur during dry weather conditions and after 5. The dual port aerator is required to be installed with positive drainage,elevated, c.360.509.7900
the site has been prepared for construction activities, and with proper ventilation.Follow manufacturer installation requirements. e.rbazzell@calibersepticdesign.com
5. The certified installer is required to verify location of all utilities by
submitting a utility locate request to the Utility Notification Center(Call 811). PUMP&PANEL REQUIREMENTS Site Address: 31 NE Wagon Wheel Rd
6. The certified installer is required to ensure setbacks are met to all site features Belfair,WA 98528 PROFESSIONAL STAMP
(surface waters,well,etc.)prior to installation activities. 1. It is required that control panels be mounted on a 4"x 8"treated post,at 4'-0"
7. If discrepancies between the design and existing site conditions are encountered, above finish grade,and in the line of sight to all sewage tank risers. Tax ID#: 222025402011
the certified installer is required to stop work and contact the licensed wastewater 2. Installation of the control panel should take into consideration environmental
designer prior to continuing construction activities. coniditons that may affect functionality of the control panels. Lot Size: 0.17 acres
8. Proposed changes to the approved design shall be reviewed by a licensed 3. Use PF-Series submersible effluent pump(or equivalent).See SD-6 for additional
wastewater designer and approved by the local health jurisdiction, information on Pump Curve. System type: Alternative-Pressure Distribution with Aerobic Treatment
9. The certified installer must contact Caliber Septic Design,LLC a minimum of seven 4. Use NuWater ATU simplex combo panel with audible and visual alarms for low and •� �
business days prior to installation to schedule inspections and requests for a final high water. Follow tank manufacturer installation requirements. Water System: Wagon Wheel Estates Water System(ID#92080F) 21437126 record of construction.Additional fees for a final record of construction will apply. oRICHARDLBAZZELL,
10. The certified installer is required to provide a redlined drawing to the licensed DRAINFIELD REQUIREMENTS Vicinity Map& LICENSEDITFSIGNER
wastewater designer prior to final inspection. Driving directions: Starting from Mason County Public Health offices leave from
11. Applicants are required to obtain permissions from Caliber Septic Design, LLC and 1. It is the responsibility of the owner(s),and/or their agents to protect the primary and W Alder St;at the roundabout take the first left onto N 1st St; REVIEW STAMP
the local health jurisdiction for homeowner installations, reserve drainfields from any disturbance,and to have soil logs backfilled after the turn left onto E Pine for 0.1 miles;follow E Pine/WA-3 for
13. Stormwater infiltration systems,if required,are the responsibility of the client, local health jurisdiction has completed their evaluation. 3.3 miles;the turn left onto NE Wagon Wheel Rd;the subject
14. A pump tank may be required if the final stub out is lower than the invert of the 2. Use caution to not remove soils when clearing the drainfield areas. parcel is the first home on your left and is flagged with
laterals.All costs associated with such a revision is the responsibility of the client. 3. Trench bottom/infiltrative surface must be level, caution tape. APP 1 D
15. A curtain drain may be required due to unexpected water table conditions.If a 4. Site constructed gravel and pipe is required.
curtain drain is required,it must meet the local health jurisdiction construction 5. Cover material must be sand or Type 3 soil. t � AP� 2 026
standards for water interceptors. 6. The certified installer is required to finish(rake)the drainfield area so that surface t eeIta"I
16. The septic design is NOTA SURVEY.It is the responsibility of the owner(s), water is diverted away from all on site septic components 1
and their agents toprovide Caliber Septic Design LLC in writing any and all 7. Immediately cover the drainfield area with a suitable cover material after approval " 31 NE ''a i SON COUNTY ENVIRONMENTAL HEALTH
9 p 9 PP " wheel elto fit, Maplew DJA
C -' 98528 -'
information pertinent to the development of the septic feasibility and/or from the licensed wastewater designer and local health jurisdiction is granted.
design including property lines,easements,buffers,and setbacks required 8. All plumbing must be diverted into an approved sewage system It is the owner(s), I<' "�^�^ '"I'a! ^` ty F
9 P P Y q PP 9 Y 1 = 30.Smi � ` r ,a /;
by governing or regulating entities.Caliber Septic Design,LLC is not and/or their agents responsibility to disclose all sewage(to include greywater) ,t REVISIONS
responsible for errors due to inaccurate measurements from the property discharge points. r ip !' tc Gig NO. DESCRIPTION DATE
lines or corners.It is recommended that the owner(s),and/or their agents 9. The system is required to be installed by a certified installer per the approved ' t,,
r ce as ;`t Artondale
In et
complete a survey for the subject property. design.Any substitutions or changes from the approved design must have prior 2883n 37 m1n I o
a mi Wllochet.,
approval from a licensed wastewater designer and the local health jurisdiction. � �' . �s
10. Do not make any cuts greater than 4'-0"in height/depth within 50'-0" c I
PIPING REQUIREMENTS down gradient of the drainfield. i; ' y ' U
Project:
� 3 , nive,
11. Drainfield laterals are approximate as illustrated and may vary. Mascn�countyCourt ) k Plac 31 NE WAGON WHEEL RD
1. Use only Schedule 40 or ASTM D 3034,or as approved by the local health Ho"Shelton 4 'St,
` 1 ,WAse WA 98584 5 ' Fgt ,, � �, ' )� BELFAIR, WA 98528
jurisdiction j i 4 "I$r fir room
[ Lak
2. To be installed on native soil or a compacted base to avoid settling. _ .
3. Include one double sweep cleanout between the building stub-out and first tank.
4. Sleeving may be required and must meet local health jurisdiction
requirements. Date: April 20,2026
5. Ensure sufficient grade(1/4"per foot towards the tank)to prevent ponding or Sheet Name
backflow of sewage in the pipe. Project Information and
6. All pressurized water supply lines must maintain a ten foot setback to all
sewage components unless otherwise waived by the Local Health General Notes
Jurisdiction.
Sheet Number
SD-1
PAGE 1 OF 6
LEGEND CALIBER
---- PROPERTY LINE SEPTIC DESIGN
Feasibility-New Construction-Repair
PROPERTY CORNER
165 Tupleo Way
TEST HOLE NO. Poulsbo,WA 98370
TH m TEST HOLE t.360.509.7900
(SEE SOIL EVALUATION
I PROFILES BELOW)
• I I
EXISTINGIDRAINFIELD 3'X65' PROPOSED oo® AND CONNECTION
TO BE AB�NDONED
VEHICULAR BARRIER PROFESSIONAL STAMP
ASSUMED WATER MAI -{ N CONTROL PANEL ROCKER`(WALL
OVERHEAD POWER LIE II
I
ASSUMED WATER LIN I I PROPOSED 1000 GALLON PUMP TANK. PLAN NOTES
100.00' SEE PLAN NOTE 3. SD-3 1.THIS IS NOTA SURVEY. SITE FEATURES,
LINED WATER TOPOGRAPHY,ELEVATIONS,AND
FEATURE 6'X5' r* ` BENCHMARKS ARE BASED ON DATA
( ) PROPOSED NUWATER BNR 500 {
°l' :• :. �� •• .• C .� '' •° PROVIDED BY THE OWNER. CALIBER ..
WALKWAY I I �` TANK.SE D 3 SEPTIC DESIGN LLC RECOMMENDS THAT A t •'�t'�g s�
' ;`"/` "`% PLAN NOTE 3. LICENSED PROFESSIONAL LAND SURVEYOR
21037126
ROCKERY WALL '% �!::; :p ' ,.C I ALWAYS BE USED TO SET CORNERS, O�RICHARD L BATIELL
EXISTING WATERLINE TO BE ESTABLISH LOT LINES,AND VALIDATE LICENSEDIIFSIGNER
` ELEVATIONS.
:i.. `;::°'' ■ • ��L REVIEW STAMP
IS ,•' x{6-2 2 021 Odd
EXISTING TWO f%�. :• �: a" `"' ' w ' O�� 2.WATER LINE TO BE SLEEVED PER
w / � / I APPROVED WAIVER.
BEDROOM - *` � .. "
TH 1 SINGLE FAMILY: : ;•:f� ` �1'!' %"%f, ` � 3.SEWAGE TANKS TO MAINTAIN 5'-0"MIN.
O I Y RESIDENCE :! I. " � ''`' 'j SETBACKS FROM BUILDING FOUNDATIONS. AP PROVED
O o I II U �:,:",,.,,. ::,,::, ".:` , • C is / .
,.I EXISTING SOIL EVALUATION PROFILES
w I I I i ; %%:.: ;; ,�. EXISTING 750 GALLON SEPTICAPR 22 2026
I OFFICE l ,/ I SOIL EVALUATION DATE: 04/16/26
.CARPORT' TANK TO BE ABANDONED
PROPOSED 10'X24'
1 L DECK ;3' : WITHFULL I TH#1 0-35" loamy fine sand MASON COUNTY ENVIRONMENTAL HEALTH
__�;
SD-4 '' �� �',' (Primary) 35" 67" extremely gravelly D J A
PRESSURE BED I __-__-__- .•;;i BATH ��
_ _______
240 SQ.FT TH 2
m TH 31 OPOSED RESERVE . ` '-''' `%'�%
' �'" �'''; TH#2 0-21" loamy fine sand
DF�AINFIELD 11 X42 �i b j //r (Primary 21"-54" extremelygravell REVISIONS
PROPOSED SEWAGE ) y
r/i ::;"�"' ' i coarse sands NO. DESCRIPTION
TRANSPORT LINE I L------ --SQ.FT.) l=
- a TH#3 0-21" loamy fine sand DATE
DRIVEWA - (Reserve) 21"-45" extremely gravelly
¢ I Y 100.00' coarse sands
o
wI I Project:
= I 31 NE WAGON WHEEL RD
BELFAIR, WA 98528
o
w
I I
I I Date: April 20,2026
Sheet Name
Site Plan
Sheet Number
SITE PLAN 8 0 20' 4 V®-2
0' 0' N
PAGE2OF6
CALIBER
m) CLr,LPCRr b1TOi SEPTIC DESIGN
w� R UC Tc - Feasibility-New Construction-Repair
165 Tupleo Way
rP opvp, ° Poulsbo,WA 98370
a1UNE t.360.509.7900
a
ZOCLR c
sr:DlraER
z7EE rP.Ca CIE
TU' LllE
zwc
TRFGH CHMBHi aCfSTER CH943M CLPF7jFIER
PROFESSIONAL STAMP
Q>FLOI CAPAPFQrv:avc-0O a ax)ovaanoTrrn[r�S CHA4BHi
R.Cf�CAPPIITY.G9�(D11Ua RttDGPPIIIV:491 O1t1O•fi
ft 191 GL
%I
;' 1 AEROBIC TREATMENT TANK NOTES
Er
1. PROVIDE NUWATER BNR500; CONCRETE TANK RECOMMENDED.
° • • `"f1� ALL SUBSTITUTIONS SHALL BE REVIEWED AND APPROVED BY
DESIGNER.
•* A
2. ALL TANKS MUST BE STATE APPROVED. •'d 3
C PAPAaTOTAKVNbYL �`
4' `R 21437126
qI FEn� • 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED INSTALLATION `�RICHARDLBAZZELL
/ 15T91$1 GUIDELINES. LICENSEDIIFSIGNER
soe1�v
r=a.aa srar�F NgnEsn 4. THE VENTILATED LID FOR THE DIGESTER CHAMBER IS TO BE
0,,1Rs° fCWS REPLACED WITH A NON VENTILATED LID, AND A VENT LINE REVIEW STAMP
INSTALLED BACK THROUGH THE HOMES INTERNAL PLUMBING VIA
STUB OUT. THIS ALTERATION IS REQUIRED TO PREVENT
FIGURE 3. AEROBIC TREATMENT TANK(NUWATER BNR500) NUISANCE ODORS.
NTS SECTION 5. SEE SD-1 TANK NOTES FOR ADDITIONAL CRITERIA. P PROVE 0
36"MAX OR PER MANUFACTURERS PUMP TANK NOTES APR 2 2 2026
REQUIREMENTS
FIBERGLASS GASKETED RISER&LID WITH 1. TYPICAL SINGLE COMPARTMENT CONCRETE TANK SHOWN. OTHER
FIBERGLASS GASKETED RISER&LID WITH STAINLESS STEEL FASTENERS. SECURE TO CONSTRUCTION MATERIALS OF CONFIGURATIONS MAY BE ALLOWED MASON COUNTY ENVIRONMENTAL HEALTH
STAINLESS STEEL FASTENERS. SECURE TANK WITH MANUFACTURER RECOMMENDED OR REQUIRED. SEE SITE PLAN FOR SPECIFIED CONFIGURATION. DJA
TO TANK WITH MANUFACTURER FASTENING SYSTEM.(TYP)
RECOMMENDED FASTENING SYSTEM. DISCHARGE ASSEMBLY 2. ALL TANKS MUST BE STATE APPROVED.
(-YP) REVISIONS
PVC SPLICE BOX WITH CORD GRIPS 3. FOLLOW TANK MANUFACTURER'S RECOMMENDED INSTALLATION NO. DESCRIPTION DATE
FINISH GRADE GUIDELINES.
r �r Iliil" aTai, • TO CONTROL PANEL 4. ALL SUBSTITUTIONS SHALL BE REVIEWED AND APPROVED BY
I r=i�r iii Til Iril il'uTi.. DESIGNER.
n�nr T LTI I n rIF 11 TO DRAIN FIELD
iTF _ku l.l. G.rr �
I�IIi i U�rli
�� l�irii Li
ikllr-}-- u T.a: Pro ect:
5. SEE SD-1 TANK NOTES FOR ADDITIONAL CRITERIA. I
Try TRANSPORT LINE TO DRAINFIELD 31 NE WAGON WHEEL RD
INLET (SEE FLOW CALCULATION FOR SIZING)
fir BELFAIR, WA 98528
rFl a.. i
FI
i.Cr. -. HIGH LIQUID ALARM
(HLA)FLOAT
-iIit
El ! r Ifi ON/OFF FLOAT
r LOW LIQUID ALARM
ur1rra ,
r m � (LLA)FLOAT Date: April 20,2026
Z WIT TURBINE PUMP
Sheet Name
(SEE SD-6 FOR SPEC)
IT
Sewage Tank Specifications
Sheet Number
Q2FIGURE 2. 1000 GALLON PUMP TANK S D-3
NTS SECTION
PAGE 3 OF 6
CALIBER
SEPTIC DESIGN
Feasibility-New Construction-Repair
165 Tupleo Way
Poulsbo,WA 98370
t.360.509.7900
4"0 OBSERVATION PORT,
WRAP WFILTER FABRIC WHEN
IN MEDIUM TO COARSE SAND PROFESSIONAL STAMP
(5)6"0 PIT BOX OR PVC
CAP. MUST BE ANCHORED
PROPERLY WITH CAPS 0-2%SLOPE
'" 210371268
O`�RICHARD l BAZZELL
' LICENSEDT)FSIGNER
REVIEW STAMP
rROVE0
6"0 PIT BOX OR PVC CAP
;{ '`�-" .Y �. . `� , .," . y^ � �(TYPICAL4PLACES) APR 22 2026
' >y > ' 2"0 PVC MANIFOLD MA ENVIRONMENTAL HEALTH
1"0 PVC LATERALS SON COU DJA
REVISIONS
NO. DESCRIPTION DATE
4"0 OBSERVATION PORT,
WRAP WFILTER FABRIC VALUE IN PIT BOX
WHEN IN MEDIUM TO
COARSE SAND
3'-0"
Project:
z4'-o" 31 NE WAGON WHEEL RD
FROM PUMP BELFAIR, WA 98528
TANK
Date: April 20,2026
QINSET-PRIMARY DRAINFIELD Sheet Name
Nrs PLAN Z INSET- PRIMARY
DRAINFIELD
Sheet Number
SD-4
PAGE 4 OF 6
CLEANOUT PORT 6"0 PVC PIPE(FIELD CUT) CALIBER
WITH PVC SLIP CAP
6"0TO4"O PVC REDUCER, SEPTIC DESIGN
PVC THREADED CAP FASTEN WITH STAINLESS Feasibility-New Construction-Repair
(LATERAL TO BE CENTERED STEEL SCREWS TO CHAMBER
IN CLEANOUT PORT) 165 Tupleo Way
90°PVC SWEEP Poulsbo,WA 98370
t.360.509.7900
ADDITIONAL COVER
REQUIRED=0 \i \-�% \ \\\\
TRENCH DEPTH
21 MIN-36 MAX i\;'
PROFESSIONAL STAMP
I I.II I=1 I I=1 I I-1 -1 I-1 I-1 1-1 1-1 i-1 r
-11-1 I I-1 I1=1I 1=111=1 I1=1 I1_=1 I 1=1I I-1 I i-1I-1I I-1 LATERAL PIPE WITH 1/8"DIAMETER
-1 I I_. f I1 II-1 1I-UH LI 1=1 I ORIFICES AT 3-0"OC SPACING,
VERTICAL SEPARATION IN III =III-- =1111 I"=I I I1-111==I I ORIENTED AT THE 12 O'CLOCK
NATIVE SOIL(12"MIN.) I l f-1 1 .I I L.=1 11=1 11-I 11-111-I 11-I I1=1 1=1 I=1
=1 I I-I III I I I=1 I I-I 1=1 11=1 I i=1 11=1 11=1 11=1 I I-I I POSITION.
11-111_ I I I=111=I I II=1 11-I 11111=1 11=I I IE3 I EI 111--1 I I-
L-1 -1 -1 LI 1=1I_I=III-1 f-1 I L, I1=III-1 I;
+ �? 21037120
NO RESTRICTIVE LAYER + # + + + + + + + + + i i-
ENCOUNTERED + + + + + i- + + +++ + +
++++++ 7 '+++,+++++++ r.,.+.+ LICENSEDDF.SSIGNER
REVIEW STAMP
OPRESSURE BED
NTS SECTION
T 0 PVC PIPE(FIELD CUT)
6"0 TO 4"0 PVC REDUCER, APR 2 2 2026
FASTEN WITH STAINLESS
6"0 COMBO PORTY
STEEL SCREWS TO CHAMBER MASON COUNTY ENVIRONMENTAL HEALTH.
90°PVC SWEEP D,14
NON-WOVEN FILTER FABRIC REVISIONS
\ ��r\� ��\_�\\\ � (SEE STATE RS&G) NO. DESCRIPTION DATE
ADDITIONAL COVER \'�\� �\\!����;��\��\��'���\\! 781/2WHDRAINROCK\��\� ��\\\\/�\f \�\,\�%`TRENCH DEPTH \%�\\%21"MIN 36"MAX �;�\f7/8' 11/2 WASHED Project:
DRAIN ROCK� 6" 31 NE WAGON WHEEL RD
. BELFAIR} + + , WA 98528
1 + + + + + + + + +
+ 4 4 + i+ + + + .h + + +
+ + hi 4 h +++ -r+ + i-++ + i + I +
w i + + + + 4 i- + i- +
+ LATERAL PIPE WITH 1/8"DIAMETER
w 4. + + # i + ORIFICES AT 3'-0"OC SPACING,
+ + + + + + + + + + +++ + + + +
w + + r + i + ++ + + .+ i + + +{+ ORIENTED AT THE 12 O'CLOCK Date: April 20,2026
{ + + + + POSITION. SHIELD ORIFICES IN
o + +"+ + i + i +-,'+ + + + + + DISPERSAL TRENCHES.
.+ + + } + I. + i' } Sheet Name
w w { .,. { .+ + + + System Component Details
Q + + + + + + + + + + +. 4 +. .} .I.
Z + + + + + r + + + - +
+ + + +
+ + i + .h ++ + 4 + + + + +
++ Sheet Number
PRESSURE BED SD-5
3
NTS SECTION
PAGE 5 OF 6
CALIBER
SEPTIC DESIGN
Feasibility-New Construction-Repair
165 Tupleo Way
Poulsbo,WA 98370
t.360.509.7900
Pump Selection for a Pressurized System-Single Family Residence Project
FREDRIKSEN 31 NE Wagon Wheel Rd
Parameters
Discharge Assembly Size 2.00 Inches 160
PROFESSIONAL STAMP
Transport Length 150 feet
Transport Pipe Class 40
Transport Line Size 2.00 Inches I I I I t
Distributing Valve Model None 140
MaxElevation Lift 5 feet
Manifold Length 15 feet
Manifold Pipe Class 40
Manifold Pipe Size 2.00 inches 120
Number of Laterals per Cell 5 I I ! I I I I
Lateral Length 23 feet
Lateral Pipe Class 40
Lateral Pipe Size 1.00 Inches m I III I I 21037126
PRESSURE DISTRIBUTION SPECIFICATION LL 100 ?
orifice size 118 Inches O RICHARD L BAZZELL
System Information Orifice spacng 3 teat F LICENSED DESIGNER
Residual Head 5 feet ^C
Flow Meter None inches m
Treatment Level: B m f i
'Add-on'Friction Losses 0 feet 2 80 REVIEW STAMP
Operating Capacity: 240 gallons/day E I
Design Capacity: 240 gallons/day Calculations
T - 1 Minimum Flow Rate per Orifice 0.43 gpm C rrsms I I III NumberofOrifiSeptic Tank: NIA cesperZone 40 60_Total Flew Rate perZone 17.3 gpm Apf'r'" t,'"tAerobic Treatment Tank: NuWaterBNR500 NumberofLateralsperZone 5 FFEddd f� F1OWD
Pump Tank: 1000 gallons %Flow Differential lsttast Orifice 0.5 %
Hydrualic Loading rate: 1.0 gallonslsq.ft.lday Transport Velocity 1.7 fps
III APR 2 2 2026
Minimum Dispersal Area: 240 square feet Frictional Head Losses 1
Minimum Linear Feet or Dimension: 10'x 24' MASON COUNTY ENVIRONMENTAL HEALTH
Loss through Discharge o,s feet I 1 1 1 1 i I
Loss in Transport 0.8 feet 20
Percent Slope in Primary: 0-2% Loss through Valve 0.0 feet I I DJA
Loss in Manifold 0.0 feet
Max.Trench Depth: 36 inches Loss in Laterals 0.1 feet I
Min.Trench Depth: 21 inches Less through Flowmeter 0.0 feet I I I I REVISIONS
Vertical Separation: 12 inches 'Add-on'Friction Losses 0.0 feet 00 10 20 30 40 50 60 70 80 NO. DESCRIPTION I DATE
Additional Cover Required: 0" Net Discharge(gpm)
Pipe Volumes
Vol of Transport Line 26.1 gals
Vol of Manifold 2.6 gars PumpData Legend
Vol of Laterals per Zone 5.2 gals
Total Volume 33.9 gals PF5005 High Head Effluent Pump System Curve:-
50 GPM,112HP I I Project:
Minimum Pump Requirements 1151230V106OHz,2001230V306aHz Pump Curve:^ 31 NE WAGON WHEEL RD
Design Flow Rate 17.3 gpm Pump Optimal Range:— BELFAIR
Total Dynamic Head 11.5 feel , WA 98528
Operating Point O
Design Point
Date: April 20,2026
OR EQUIVALENT Sheet Name
Drano System Component Details
SEE PUMP&PANEL REQUIREMENTS ON SHEET SD-1 Sheet Number
PUMP CURVE
S D-6
NTS
PAGE 6 OF 6