HomeMy WebLinkAboutSWG2021-00657 - SWG Application / Design - 12/6/2021 (2) MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
j- % BELFAIR:360-275-4467,EXT 400
'-= -�'-- P Public Health & Human Services ELMA:360-482-5269,EXT 400
�'° FAX:360-427-7787
On-Site Sewage System Permit: SWG2021-00657
APPLICANT WIEMAN JOHN J Phone: 1.360.434.9112
Address: 106 GOLDENROD ST PORT ORCHARD, WA 98366
OWNER WIEMAN JOHN J Phone: 1.360.434.9112
Address: 106 GOLDENROD ST PORT ORCHARD,WA 98366
SEPTIC DESIGNER KEVIN HUGHES-septic designer Phone: 253-256-5486
Address: 4015 104th Ave SW OLYMPIA, WA 98512
Site Address: 1060 NE Tahuya River Rd
Primary Parcel Number: 322127600090
Permit Description: New four bdrm-Nuwater trench, revised site plan
Permit Submitted Date: 12/06/2021
Permit Issued Date: 02/13/2024
Issued By: Luke Cencula
Current Permit Fees Paid: $805.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/11/2025 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
1 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 (15') and downslope (14') 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 All septic components must be located 150 feet from the stream.
8 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
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.
No. 4111111111.111m, y
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v DATE RECEIVED:
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MASON COUNTY cn D
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RECENED: RECEIVED EN- CO
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Public Health(Community Health/Environmental Health) C (p
360 427 9670,est.100 a 360 275 4467..3.400 �'t - O
415 N.6035treel•Shelton,WA 98584 SWG /D. /(� O I — / 6 2
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ON-SITE SEWAGE SYSTEM APPLICATION 3
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APPLICANT PHONE
LA) e nu1.,‘/ s 3 3 ca Li4 75
MAILING ADDRESS-STREET,CITY.STATE.ZIP CC— /���� W
Ma, G/ca i/ E-4 h/!-�- _ PO( rt Or(,h�tr AC. m
xiSITE ADDRESS-STREET.CITY,ZIP CODE /
1(.7 CO C /1/r fibtillytti ga.Zf-- E01 .5. 1•3-4
NAME OF DESIGNER PHONE 7 -2.5 � - IN
(42
NAME OF INSTALLER / PHONE Ik..3
DRINKING WATER SOURCE co
PERMIT TYPE(select one) _ 0
,�F�SIDENTIAL OSS n COMMUNITY OSS COMMERCIAL OSS RIVATE INDIVIDUAL WELL � PRIVATE TWO-PARTY WELL Z Ir
T(/PEE OFF v�RK(select one) PUBLIC WATER SYSTEM r
•^ W CONSTRUCTION/UPGRADES i1 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) El TABLE IX REPAIR
II�1
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINECO
DESIGN FORM(REQUIRED) 'n SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I- I 6'
El WAIVER(S)(IF APPLICABLE) 0 I
DIRECTIONS TO SITE AND SITE CONDITIONS (en.locked gate)
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SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I C'
----- OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT CI HOME SALE ❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS!CONDITIONS
3c, `/ L /m5
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3co1y ,,,
RECORD DRAWING AND NSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL
I CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE A•• ATION APPROVED/ISSUED BY DATE
S{ MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12T7/2015
1��
,\ OFFICIAL USE ONLY—
U GATE RECEIVE()
MASON COUNTY PUBLIC HEALTH _ ixfa..�
9S..)-2) ONSITE SEWAGE SYSTEM APPLICATION AMOUNTaFCENfC RECEN[DR o CA
415 N 6th Street iBW9 8) Shelton WA,98584 _t-I`, 0 m
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Shelton:360 427 5670 ext 400 Belfair:360 275 4467 exi 400 C'W G ^ 0- v - /+5['�f.,5-7 3 !
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JOHN WIEMAN
PHONE > xi
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APPLICANT 253-380-4975 _ m m
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MAILING ADDRESS-STREET.CITY STATE TIP CODE
106 GOLDENROD ST PORT ORCHARD WA 98366 3
SITE ADDRESS STREET CITY.ZIP CODE co
TAHUYA WA 98588 Imo
1060 NE TAHUYA RIVER ROAD __- � c�
PHONE
NAME OF DESIGNER
CINDY WAITE 360-701-0205 I N
PHONE
NAME OF'NSTALLER
TBD o I N L
OR WING WATER SOURCE PRIVATE INDIVIDUAL WELL N 2
;;HECK ALL APPLICABLE ITEMS ,�
Id iir
NEW CONSTRUCTION 0 RV HOLDING TANK ONLY PRIVATE TWO-PARTY WELL❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 Z I N.)❑ COMMUNITY/PUBLIC WATER SYSTEM
Q TABLE 9 REPAIR CI SINGLE FAMILY SYSTEM NAME --
❑ TANK(S)ONLY 0 COMMERCIAL I *-'t
❑ UPGRADE TO EXISTING 0 OTHER BEDROOMS LOT SIZE
4 1214'x225'x 1113'x190'
❑ EXIST w Wup
Ems-TING FAILURE Recd eVv '�
/O/ellIrtlrel4tlone"
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex ;oUkod 9fl'o) 0 I O
GO OUT NORTHSHORE RD PAST BELFAIR STATE PARK, TURN RIGHT ONTO
BELFAIR TAHUYA RD, TURN LEFT ONTO TAHUYA RIVER ROAD, PARCEL IS ON I o
RIGHT SIDE OF ROAD. CIRCLE DRIVEWAY. o ( o
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I O
OFFICIAL USE ONLY bELO'W T 11FS LINE
—
UPGRADE/FAILURE SOURCE Ile're3Od!rg p kOOSeS)
0 VOLUNTARY 0 MAINTENANCE,PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
COMMENTSICONDTIONS
INSPLCTOR SOIL LOvS
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—").q 31r (,6 t_ t; , 5-,,.---e. ..o"'1-s
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SOIL CODES:
v''VERY G=GRAVELLY S=SAND L=LOAM Sc=SILT C'CLAY E=EXTREMELY R='OUTS nPnLi„A'ION APPROVED BY DATE
INSPECTORSIONATURE ATE APPLICATION ExPIRATION DATE
%} 1 1
�" REVISED 121717015
6f IS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON MASON COUNTY W SI
Printed From Mason County DMS
Printed from Mason County DMS
.r
IZ--eV LS l n� .
'ORM—PAGE ONE Assessor's Parcel Number: 3 2 2 1 2 — 7 6 — 0 0 0 9 0
_,.4 will be reviewed when 3 conies of each of the following are submitted:
mp1eted 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: I I"X I?"
PARCEL IDENTIFICATION
Permit Number: SWG 202 t — ." Si! Designer's Name: Kevin Hughes
Applicant's Name: One&Done Inc.(Michelle Wiemar Designer's Phone Number: 253-256-5486
g
Mailing Address:
106 Goldenrod St Designer's Address: 4015 104th Ave SW
Port Orchard WA 98366 Olympia WA 98512
City State Zip City c Lip
DESIGN PARAMETERS
Treatment Device J
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Typ• AN 3 , 7
o Aerobic Unit Make/Model 0 Disinfection Unit Make.Model Othe O��
, ,../Drainfield Type GI
❑Gravity Pressure Ln Trench 0 Bed 0 Sub Surface : ••
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Sched'l� s( s�ij11 sch 40
Daily Flow:Operating Capacity 480 gpd Leng }J lei r I� 40 ft
Daily Flow:Design Flow 480 gpd Dia �`¢� JAN 3 2024 1.25 in
Septic Tank Capacity 1200 gal Nut 1,er 5
Receiving Soil Type(1-6) 3 Sep ilk 0 6 ft
Receiving Soil Appl.Rate .8 gpd/ft2 ces
Required Primary Area 600 ft2 Total Number of Orifices 50
Designed Primary Area 600 ft' Diameter 3/16 in
Designed Reserve Area 600 ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class sch 40
Elevation Measurements Length varies ft
Original Drainfield Area Slope 5 97. Diameter 1.25 in
New Slope,if Altered n/a % Preferred manifold configuration used? 0 Ycs l i''No
Depth of Excavation Up-slope 12 in Transport Pipe
•
from Original Grade Down-scope 10 in Schedule/Class Sch 40
Designed Vertical Separation 24 in Length 225 ft
Gravelless Chambers Required? 0 Yes 0 No of Optional Diameter 2 in
Pump Required? I 'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal
Orifice 25.5 ft Chamber Capacity 1200 gal
Uppermost Orifice Ef Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Ilead 29.5 gpm Timer 'Elapsc Meter l 'Event Counter
Calculated Total Pressure Head
36.1 ft Ti rPuR • C>4 ' • ,Pump off 4 hrs
,
CommentsFEB 13 2024
�f.
MASON COUNTYENVIRONM
ENTAi HEALIH
JBW
I
DESIGN FORM-PAGE TWO Assessor's Parcel Number:3 2 2 1 2 - 7 6 -- 0. 0_.0 9 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
0 Test hole locations 10 Draintield orientation and layout Reference depth from original eradc:
0 Soil logs 64 Trench bed dimensions and
0 Septic tank
0 Property lines critical distances within layout GI Draintield cover
10 Existing and proposed wells 0 D-BoxiValve box locations
within 100 ft ofproperty Reference depth from original grade.
[� Septic tankipump chamber and restrictive strata:
0 Measurements to cuts, banks.and locations
g Laterals,trench/bed.top and
surface water and critical areas 0 Observation port location bottom
0 I.ovation and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components
0 Orifice placement Other cross-section detail:
0 Location and dimension of
primary system and reserve area 0 Lateral placement with distance 10 Observation ports/clean-outs
0 Buildingsto edge of bed Other information
lig Audible/visual alarm referenced \e. No
0 Direction of slope indicator
0 S e Waterlinesprp i sh i++n on scale 0 10 Design staked out
Waterlines • 0 Recorded Notices attached
0 Roads,easements,driveways. 0 V E
■ (�1�'aiver(s)attached
parking FEB 13 2024 1121
'�Pump curve attached
0 North arrow and scale drawing ■ i�Evaluation of failure
shown on scale bar MASON COUNTY ENVIRONMENTAL HEAL -residential,justifcation
JBW 0 0 Waste strength❑ 0 Flow I
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation 0 Yes lir No
- I/�I/Z H
Signature of Designer Date
I he undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local o . regulation: II
-
' "41 LlmA. 2-(3-2.
En ro 4I Health Specs:u i,t Date •
CAUTION: DESIGN APPR I VAL 1S VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped "Approved"by Mason County Public Health.
I The Onsite Sewage Permit has not expired, the Permit Expiration Date is:_ I- 1 i —ZE
✓ 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.
Updated Date: 12 7 2.0 i
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N Mason County,WA Cnuaea Uy .:RH
-. = , (� .0 S.g. 0 144`' ENGINEERING
1J P APPGcanI-. Site Address. S g:w S.3 y ''
G a. One et Dax Inc 1060 NE Tahuya RF er Dr _•- - a `°o r
7ahuya,WA 98588 •Z R 2 : 4015 1041h Ave SW (253)25G-5485
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N " Aplficant Site Address' B o=i"i'• r- w., '., 5
1060 NE Tah a Rivo+Or ,c x N�,'" 9`" ,r,, a'
N One ee Done inc. Tahuya•WA 8588 .Z=5 a` ''�. i "r 4015 1041h Ave SW ( )
O (Michelle Weman) ry4-ER 253 256-5486
(360)434.9112 Parcelk: 322127600090 I Olympia,WA 98512 kevin@teamhugheseng.Com ea
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SEPTIC DESIGN REPORT
1060 NE Tahuya River Dr RESIDENCE
-ONSITE SEWAGE DISPOSAL SYSTEM-
APPLICANT: SITE ADDRESS:
One& Done Inc. (Michelle Wieman) 1060 NE Tahuya River Dr
106 Goldenrod St Tahuya,WA 98588
Port Orchard,WA 98366 Parcel#: 322127600090
(360)434-9112
DESIGNER:
Kevin Hughes, PE
4015 104th Ave SW
Olympia, WA 98512
(253) 256-5486
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DATE: January 8, 2024
"I certify this design meets all rules and regulations of
Washington State Department of Health and Mason
County Health Department."
REPORT CONTENTS
PROJECT SPECIFICATIONS AND CALCULATIONS
4
Team Hughes Engineering January 2024
Septic Design Report
PROJECT SPECIFICATIONS AND CALCULATIONS
1
PROJECT DESCRIPTION
This project includes the installation of a new 4 bedroom septic system utilizing a septic tank, pump I
chamber,and a pressure distribution drain field.
I
PROJECT DETAILS:
-NUMBER OF BEDROOMS 4
-SOIL TYPE 3
-APPLICATION RATE 0.8
-GALLONS PER DAY 480
-SYSTEM TYPE PRESSURE DISTRIBUTION
-TREATMENT LEVEL E
SEPTIC TANK:
REQUIRED SIZE 1,200 GALLONS MIN.
PUMP CHAMBER:
WORKING VOLUME(100%DV) 480 GALLONS
EMERGENCY VOLUME(75%DV) 360 GALLONS
DEAD VOLUME(SUBMERGED PUMP) 360 GALLONS
CAPACITY NEEDED 1200 GALLONS MIN.
REQUIRED SIZE 1,200 GALLONS MIN.
DRAINFIELD DESIGN:
-TYPE Trench
-DEPTH TO ABSORPTION AREA 12 INCHES MAX.
-TRENCH WIDTH 3.0 FEET
-TRENCH LENGTH 200 FEET
-TOTAL REQ.ABSORPTION AREA 600 SQUARE FEET
-DESIGN ABSORPTION AREA 600 SQUARE FEET
-SAND UNDER TRENCH/BED N/A INCHES
-VERTICALSEPERATION 24 INCHES MIN.
I
APPROVE :
FEB 13 2024 ,;A„,:4"
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
Team Hughes Engineering January 2024
Septic Design Report
Number of Laterals 5 Orifice Discharge Rate 0.59 gpm
Lateral 1(Length 40 feet Iritxntbero0416S.cstiler*1 10
Lateral 2 torah 40 feet ithrether of Orifices lateral 2 10
Lateral 3 Length 40 feet Number of Orifices Lateral 3 10
Latimil4 Uaragru 40 Ili Itemlbor edl ifemrs,lateral 4 10
Lateral S length 40 feet Number of Orifices s lateral 5 10
4artireaKvIengelt feet IttermbervfOnIcestlateraf6
Total Lateral 200 feet Total Discharge Rate 295 gpm
Laterai`une'Size -1.27i inches
Pie aass 9001.40 FIVICL>!OM IIOSS
Highest Lateral Elevation 214.00 feet Transport Line Loss 3.4 feet
Orifice Size 3/16 inches Lateral Pipe Loss 2.8 feet
Drake Spacing 4&inches Fittings Lass( of Total,' 08 feet
Total Number of Orifices 50 Total Head Loss 86 feet
Residual Head at Last Orifice 2 feet
OtillAMICNEAD
Total Feeder Pipe Length 75 feet Residual Head at Last Orifice 2.0 feet
Feeder Pipe Size 1.25 inches Elevation DR'ference 25.5 feet
Pipe Class SCH.40 Friction Head Loss 8.6 feet
Control Box Elevation 211.00 feet Total Dynamic Head 36.1 feet
Transport Line Length 225 feet PUMP SIZING CRITERIA
Transport Une Size Z inches Total Diisdiarg Rate 29.5 gpm
Pipe Class Sch 40 Total Dynamic Head 36.1 feet
Ptrnnp Elevation 188.50 feet Use firdocnatic SHEF-50
Pump Outlet Elevation 192.00 feet or approved equal
Max System Elevation Head 25.50 feet (see Septic Drawings for pump specs)
DRAIN DOWN CALCULATION(7x's RULE) Pp
Orifice Orientation 3&9 o'clock ® V
Transport Line Voiurne to Drain 0 FE, E
Feeder Pipe Volume to Drain 0 N '3 2024
Lateral Pipe Volume to Drain 9.2NNryENVI
Total Volume 9.2 Jew MfNT4L y.
rqtrii
Dose Volume 80
I 830 times Drain Down Volume