HomeMy WebLinkAboutSWG2024-00480 - SWG Application / Design - 12/31/2024 MASON COUNTY 415N6 SHELTON: ,SHELTO70,EXT 400
SHELTON:STREET,
ON, EXT 400
BELFAIR:360-275-0467.EXT 400
Public Health & Human Services ELMA:360482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00480
APPLICANT BURICH ALEXANDER& LARISA Phone:
Address: 31706 47TH CT S AUBURN,WA 98001
OWNER BURICH ALEXANDER&LARISA Phone:
Address: 31706 47TH CT S AUBURN,WA 98001
SEPTIC DESIGNER CINDY WAITE• Phone: 360-701-0205
Address: 80 E PICKERING LANE SHELTON,WA 98584
SEPTIC INSTALLER BRAYDEN SCHOENING` Phone: 360-742-2982
Address: 121 W GRIZDALE DRIVE SHELTON,WA 98584
Site Address: W Martin Rd
Primary Parcel Number: 520013490083
Permit Description: New SFR-38R Sand Lined Pressure Bed
Permit Submitted Date: 1213112024
Permit Issued Date: 02113/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (addiumal fees may be rebored uPon lnsfanaton of system).
Permit Expiration Date: 01/1312028 (based ondale of owpepdom
Permit Conditions:
1 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 Drainffeld installation not to exceed designed upslope and downs/ope 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.
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-mqu"t.php or call:
360-427.9670,extension 400.
OFFICIAL USE ONLY
DATFRFEENED
® MASON COUNTY - c N
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ALEX BURICH MPRIVATE
-458-2890
MA0.INGADORESSSTREET CITY,STATE,2IPCWE d
31706 47TH CT S aURN WA 98001 m
BREACOREss-STREET.ciTY21PCA°E l� �—
Q¢ N XXX W MARTIN RD 0 1LTON WA 981584 � O1
ny`-y,= NMIE Ci DESIGNER Q I N
CINDY WAITE L) 0-701-0205
FAME OF INGTALLER C SCHOENING EXCAVATION0-742-2982PEPMIT ttPE Is+kCom1 CCCCSOURCE®RESIDENTNLOSS E'COMMUNITYOSS LLCOMMERCIADIVIDUAL WELL GPRIVATETWO-PARTY WELL 2 If
Q PUBLIC WATER SYSTEM
TYPE of woRN(Wxtoml
ff NEWCONSTRUCTIONIUPGRADES 6REPAIRIREPLACEMENT D E] DETALSIN lftlE ) [3ST TABLE
ING IX REPAIR
URE []SHORELINE I W
SUBMRGLS 1— I A
DESIGN FORM(REQUIRED) RSEP11C DESIGN(REQUIRED) BEDROOMS LOT SIZE 0
fiWANER(S)(IFAPPLICABLE)
3 317'X159'X383'X775' x
DIRECTIONS TO SITEAND SITE CONDITIONS'.(e1.AAARQp )
GO MATLOCK CLOQUALLUM ROAD, TURN RIGHT ONTO HANKS LAKE ROAD, TURN o
RIGHT ONTO MARTIN ROAD, PARCEL IS ON THE CORNER OF SIMPSON AND o 1 o
MARTIN ~
co
Y2F WIfl BFMOOEDfA0A1MAM ROAOAIW lESTHDIE5 AN15TBEFIA00EO IRA TESTMOIENONBERS. I I W
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADEIFAIWRESOURCE(brvLnti,ISW,? s)
VOLUNTARY O MAINTENANCEIPUMPING O BUILDING PERMIT E3HOME SALE []COMPLAINT DOTHER:
�/I `( � COMI.ENTSICONOITIONS
NSPECTOR9gLLOGS 04I // O Y c_ I
FEB 13 2025
Al ON CO UNTVE"RONAIENTA�
HEALTr
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IRECORD DRAWING AND INSTALLATION REPORT
SOLL CODES: REQUIRED FOR FINALAFFROVA.
V=VERY G-GIUVEILY S=SAID L=LGhM S,=SLT C=CLAY E=EXTREMELY R=flOGT9
ERE fl SIGNATURE DATE APPLICATION EXPIRATION DATE A TO APPROVEOI ISGUEO BY
DATE
TH YBE SCANNED AND AVAILABLE FOR PUBLIC NEW ON THE MASON COUNTY WEl1SRE
REVISEDi'f mis
Cl
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 5 2 0 0 1 — 3 4 — 0 0 3 3
A design will be reviewed when 3 copiesof each of the following are submitted:
I Completed design(form that has been signed and dated. I Scaled layout sketch, including all applicable item on checklist
Scaled plot plan,i eluding all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist.
This farm be wassm l and avellable for public view on the Mason County WabMaximum sire: 11"X 17•'
PARCEL IDENTIFICATION
Permit Number. SWO Zom� -Q^14f['?O Designer's Name: CINDY WAITE
Applicant's Name: ALEX BURICH Designer's Phone Number: 360-701-0205
Mailing Address: 317084TrH CT S Designer's Address: 60 E PICKERING LANE
AUBURN WA Saint SHELTON WA 98561
city State Zip C ty State Zi
DESIGN PARAMETERS
Treatment Device
0 Glendon Biofilter Cl Sand Filter ❑Mound hdSaad Lined Drainfeld 0 Recirculating Filter,Type:
0 Aerobic Unit Makt/Modcl ❑Disinfection Unit Make/Model Other.
Drainfreld Type
❑Gravity fit Pressure ❑Trench h(Bed 0 Sub Surface Drip
Septic T nWDrainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCHEDULE40
Daily Flow:Operating Capacity 270 gpd Length 36 ft
Daily Flow: Design flow 360 gpd Diameter 1.25 in
Septic Tank Capacity{(working) 1200 gal Number 4
Receiving Soil Type 16) 1 Separation 2 ft
Receiving Soil Appl. 1. gpd/ft' Orifices
Required Primary A 360 ft' Total Number of Orifices 60
Designed Primary a 360 ft' Diameter 3116 in
Designed Reserve Aral 360 ftr Spacing 30 in
Trench/Bed Width 10 ft fop ifobl
Trench/Bed Length 36 ft Schedule/Clan
Elwation Measurements Length
Original Drainfreld A�ea Slope >1 % Diameter ' 'NwI.wAM! in
ppp
New Slope,If Altered jr I NS nESIuN + Yes �No
Depth of Excavation U"tw 39 in '°'rhirsport Pipe
from Original Grade Dovaalope 39 in FE *hlWhers ' SCHEDULE 40
Designed Vertical Se lion 18 MASON GOUNiY f}1ARg�h -�" 20 ft
,1:NT `6i'rr-
Gravelless Chambers ubed? ElYes 0 No ❑ Optional Rueter 2 in
Pump Required? Ed Yes O No Dosing and Pump Chamber
Puna l/Siphon Specifications Number ofdoses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 45 gal
Drainfeld Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(Flood) 1400 gal
Uppermost Orifice fif Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 35.4 gpm effinincr G(Elapse Meter lif Event Counter
Calculated Total Pressure Head 12.63 ft If Timer: Pump on , Pump off
Comments 1 V
PUMP CONTRO4S TO BESET AT TIME OF INSTALLATION, CONCRETE TANKS REQUIRED, I
GRAVEL BASE DRAINRFIELD REQUIRED, COURSE SAND REQUIRED
DESIGN FORM—PAGE TWO Assessor's Parcel Number:5 2 0 0 1 — 3 4 — 0 0 0 8 3
Permit Number: SWO
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Id Test hole locations 19 Drainfield orientation and layout Reference depth from original grade:
m Soil logs &l Trench/bed dimensions and Ef Septic tank
m Property lines critical distances within layout 59 Dminfield cover
m Existing and proposed wells IiLB-Box/Valve box locations Reference depth from original grade
,*/within IOOrft of property if Septic tank/pump chamber and restrictive strata:
E7 -'MeasuremFnts to cuts, banks,and locations �
Laterals,trench bed,top and
���JJs`surface waxer and critical areas � Observation port location bottom
9l400ation d orientation of iff Clean-out location ❑ Curtain drain collector
curtain that n and all absorption Qj Manifold placement lif Sand augmentation
component
Ill Location a d dimension of
Orifice placement Other cross-section detail:primary sy item and reserve area UK Lateral Observation Lateral placement with distance ports/clean-outs
to edge of bed
Buildings Other Information
� Audible/v's el alarm referenced Yes Na
Ill Direction slope indicator 1p t .rr
fiQ Scale of drawing s�iown on scale 0 ❑Design staked out
ld Waterlines A
❑ ❑ Recorded Notices attached
Bl Roads,eas meets,driveways, P P ® ® „ ❑ ❑Waiver(s)attached
parking n Y EC � ❑ Pump curve attached
66 North am*and scale drawing FEB 1 3 2025 ❑ ❑ Evaluation of failure
shown on scale bar MASON COUNTY ENVIRONMENTAL Non-residential justification
MENTAL REAL Ir ❑ ❑ Waste strength
J13W ❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer most be ed by in Iler at time of installation Sl Yes ❑ No
/
Sign aWle of Designer to
The undersigned has reviewed this design on behalf of Meson County Public Health and determined it to be in
compliance witch state and local 04731 te regal ft Was:
E it anal Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.
✓ The Onsite ewage Permit hits not expired,the Permit Expiration Date is:.. I `y—oZg
✓ Dminfield site conditions have not been altered to adversely affect conditions of design approval. \ 1 u
Please Note: The system must be installed by a certified installer,
unless prier authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form maybe scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
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ORIFICE SPACING 2.5
Lateral# Length Length Orifice # Distance from Distance from end Length#
# ( eet) (Inches) Spacing" Orifices feeder line of end of lateral
1 7 36 432 30 15 0.5 0.5 36
2 36 432 30 15 0.5 0.5 36
3 36 432 30 15 0.5 0.5 36
4 36 432 30 15 0.5 0.5 36
144 60 147.5
TRANS LENGT -�3.0
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Purrrp Specifications II 'll�/
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Installation Notes
Sand Augmented Pressure Distribution System:
520001-34-90083 XXX W MARTIN RD
1. The prepared site plan is not a survey. It's the owner's responsibility to verify property
lines, utility lines (water, sewer, power, phone and gas) prior to installation.
2. Skeptic and pump tank to be concrete
3. Pmp controls to be set at time of installation
4. I stall system during dry weather with acceptable soil conditions
5. Giravel based dralnfleld required.
6. Clean Course sand to be used.
7. Install 30 mil liner down 6" into sand layer
8. The tanks may be moved as necessary to accommodate building requirements. Septic
tank location must meet all required setbacks.
9. Keep wheeled vehicles off the drainfield area before, during and after installation.
Trucked equipment only,
10. Al ground, surface water and roof drains must be diverted away from the septic tanks
and drainfield. Ensure the final grade slopes away from these areas and water doesn't
c Ilect on or around them. Use swales, berms, catch basin and tight lines, curtain drains,
at . to divert all waters.
11. C rtain drains can be no closer than 10' upgradient and 30' down gradient of the
dr infield
12. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the
d infield.
13. In tall access risers on the septic tanks, valve box and ends of laterals.
14. M ke sure septic tank risers are epoxied or caulked to cast in riser rings on tank.
15. Lids must form a water and gas tight seal with the access risers
16. In tall effluent filter specified in this design at the septic tank outlet.
17. This system must be installed by a Mason County Certified installer.
18. Deviation from this design without prior approval from the designer and Mason County
H lth Department will make this design null and void.
19.Th s design was sized per Washington Administrative CodeWAC246-272A-0230. The
op rating capacity is based on 45 gallons per day per capita with two persons per
bedroom. The minimum design flow per bedroom per day is the operating capacity of
ninety gallons multiplied by 1.33, This results in a minimum design flow of one hundred
tw$my gallons per day. This creates a surge factor of 33% but anticipated flow is ninety
gallons per bedroom per day.
20. Install laterals with contour of the ground 1 11
21. Ins ll trench bottoms level and always maintain a minimum of six inches i native soil
22. Install locator tape on top of all drainfield laterals.
23. Ins all threaded clean outs at the ends of all laterals (caps must extend wit six
1, as of finish grade and be in a valve box as shown on diagram.
24. 1 all audio/visual alar w //�� �I25. 1 r fabric required 0ifirler
c� tat . If the drain e
the original grade, run fabric east r down the h I. 0
FEB 13 2025 CIN5Y�E wAITt1[/1
� ��
LI ENS OE I tiY
MASON COUNTY ENVIRONMENTAL HEALTH
JBW Ex I Ls +a, 1 J
System Owner Responsibilities:
1. Operation and Maintenance is required by Washington State Department of Health and
Mason County Health Department.
2. The septic tank and pump tank should be pumped every three to five years or as
needed.
3. SOem owners are responsible for having maintenance performed annually.
4. S?stem owners are responsible for responding to septic issues in a timely manner.
5. System owners shall not at any time change or alter settings in the control box.
6. System owner agrees to read and abide by information regarding their system in the
U er Manual provided by Mason County Public Health.
7. K ep the flow of sewage at or below the approved design operating capacity.
6. Keep waste strength at residential waste strength parameters.
9. S'read loads of laundry through the week.
10. D not use excessive bleach or detergents with added whiteners.
11. D not shower, do laundry and dishwasher at the same time
12. tibiotics can kill or impair the biological process in the septic tank.
13. L aky plumbing can hydraulic overload your on-site septic system.
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