HomeMy WebLinkAboutSWG2024-00329 - SWG Application / Design - 8/2/2024 HELTON,WA
MASON COUNTY 415NBTHELTON: , 0A27-97 ,EXT 400
SHELFAIR 360-427-9670,EXT 400
BELFAIR:380-2753467,EXT 400
Public Health & Human Services ELMA:360-082-5269,EXT 400
FAX:360427-7787
On-Site Sewage System Tank Only Permit: SWG2024-00329
OWNER SPAUR DIANE L&MARK L Phone: 253-709-8145
Address: 37611 17TH PLACE S FEDERAL WAY,WA 98003
APPLICANT SPAUR DIANE L&MARK L Phone: 253-709-8145
Address: 37611 17TH PLACE S FEDERAL WAY, WA 98003
SEPTIC DESIGNER BOB PAYSSEa Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 4400 E MASON LAKE DR WEST
Primary Parcel Number: 222335100004
Permit Description: Add tanks for future garage
Permit Submitted Date: 0810212024
Permit Issued Date: 08/0612024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $265.00 (additbnai fees may be neRoired upon instelinion of ayemm).
Pernit Expiration Date: 08/06/2027 (baud on date of nspe,lion)
Type of Work OSS New Construction
Components being Replaced: Septic and Pump Tanks
Surfacing Sewage? No Existing Failure? No
Shoreline? Yes Horizontal Setbacks Met? Yes
Number of Bedrooms: 3 Drinking Water Source: Private Well/Spring
Additional Details: Septic and pump tank
Permit Conditions:
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
4 Proposed development subject to zoning requirements and approval by the planning
department staffper Mason County Title 17.
1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
5 Must meet all required mitigation outlined in WA12021-00105.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED ANDIOR DESIGN
APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/onvironmental/onsito/oss-inspection-mquest.php or call:
360-427.9670,extension 400.
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NINUNG ADORES$-STREET,CITY,STATE,LP GODE '3
37611 17TH PLACE S-FEDERAL WAY, WA 98003 m
SITE ADDRESS-STREET CRY.LP L W E
4400 MASON LAKE DRIVE WEST-GRAPEVIEW,WA 98546 N
NALECFDESIGER PHONE N
ROBERT H. PAYSSE 360-426-1803
NAMEOFINSTALLER PHONE O N
TBD <
TYPEOFVA)RK(A*d.) DRINKINSARTERSOURCE N W
NNEWCONSTRUCTION/UPGRADES DREPAA/REPLACEMENT O PRIVATEINDMOUALVrELI D PRIVATETWCIPARTYWELL 2 IW
COMPAVEM(S)TOMREPIACEOINSTALLED 0 PUBLICWATERSYSTEM
I♦SEPTICTANK NPUMPTANK ORVHOLDINGTANK BEDROOMS LOi SIEE a I (71
0 OTHER 0 ADDITIONAL y I f
OTHER DETAILS fa MSMI TANK(S)SETBACK CHECKLIST O
❑SURFACING SEWAGE D EXISTING FAILURE DSHORELINE 0 100FT-PUBUC/COMMUNITYWELLS 0 I 'O
SUBMITTALS ■ SOFTY PRIVATE WELLS.SURFACE WATERS.STREAMS.RIVERS
®PLOT PLAN(REQUIRED) E TANKCROSS SECTION(REQUIRED) 10".ORINKINGWATER SUPPLY LINES IO
•PUMP DETAILS(IF APPLICABLE) D WAIVER(S)(IF APPLICABLE) 5".PROPERTY/EASEMENT LINES.FOUNDATIONS.FOOTINGS
PLOT PUN CHECKLIST r I O
O PROPERTY LINES AND EASEMENTS ■ "ISTING/PROPOSED STRUCTURES ■EXISTING/PROPOSED OSS COMPONENTS AND LINES ~
■ WELLS WITHIN IWFT N WATER SUPPLY LINES 0 DRIVEWAY&PARKING ■SURFACE WATERS.STREAMS,RIVERS,ETC,.. I O
■ DIRECTION OFSLOPEICONTOURS ❑PERIMETERICURTAIN DRAINS ■NORTHARROW ■SCALEBAR
DIRECOONS TOSIlEANDSITECONDTIONS.(e+.rocke0gfrol A
N. HWY 3, LEFT ON MASON LAKE RD. CONTINUE TO MASON LAKE DRIVE WEST
(BACK SIDE). TRAVEL AROUND LAKE TO SITE ADDRESS 4400 ON LAKE SIDE OF
ROAD.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE$DLRCE IM,KYR,9 gNmee)
DVOLUNTARY OI INTENANCE/PUI BUILDINGPERMIT DHOMESALE OCOMPIAINT OOTHER:
COMMENTS/CCNDIDONS
SEYMGE TANKS MMT BE USTED LPLER LOH'UST OF MGIUERMSEWAGE TANKS'. TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS,EDUIFF£OWTH RISERS
AND LIDS TO SURFACEAND INCLUDEAN EFFLUENT FILTER IIFARPUCABLEL RECORD DRAWNGANO INSLLLIATION REPORT REQUIRED FOR FIHALAPPROVAL,
INSPECTORSICNATURE MTE APPIICATION E%PIRPTION ORTE APPLICATION APPROVED/ISSUED SY DATE
�?b C%L1
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON tHE MASON COUMWEBSIIE REVISED 12UN15
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 3 3 — 5 1 — 0 0 0 0 4
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
a Scaled plot plan,including all applicable items on checklist. a 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. Npxlmum r sLe: 11"X17"
r^� PARCEL IDENTIFICATION
Permit Number: SWG y Designer's Name: ROBERT H.PAYSSE
Applicant's Name: MARK SPAUR Designer's Phone Number: 360-426-1803
Mailing Address: 37611 17TH PLACES Designer's Address: 3083 E MASON BENSON RD
FEDERAL WAY WA W03 GRAPEVIEW WA 985,16
City State Zi CityState Zi
DESIGN P
Treatment Device
❑Glendon Biofiher ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑aecimulating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity ❑Pressure D Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms Schedule/Class
Daily Flow:Operating Capacity glad Length ft
Daily Flow:Design Flow gpd Diameter in
Septic Tank Capacity(working) 1200 gal Number
Receiving Soil Type(1-6) Separation ft
Receiving Soil Appl.Rate gpd/ttt Orifices
Required Primary Area ftt Total Number of Orifices
Designed Primary Area flz Diameter in
Designed Reserve Ares ftt Spacing in
Trench/Bed Width ft Manifold
Trench/Bed Length ft Schedule/Class
Elevation Measurements Length ft
Original Drainfield Arm Slope % Diameter in
New Slope,If Altered % Preferred manifold configuration used? R(Yes D No
Depth of Excavation Uasu0cs in Transport Pipe
from Original Grade paw,,,,, in ScheduelClass SCH.40
Designed Vertical Separation in Length 250+/- ft
Gravelless Chambers Required? ❑Yes D No D Optional Diameter 2 in
Pump Required? Rf Yes D No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day ON DEMAND
Diff.in Elevation Between Pump&Uppermost Orifice 0 ft Dose quantity gal
Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) 600+ gal
Uppermost Orifice❑Higher Irr Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 35.4 gpm OTimer DElapse Meter ❑Event Counter
Calculated Total Pressure Head 272 it If Timer. Pump on r Pump off
Comments
ADDING SEPTIC TANK AND PUMP TANK FOR GARAGE BATHROOM. EXISTING 2"TRANSPORT
LINE ENCASED IN 4" HDPE
'DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 3 3 — 5 1 — 0 0 0 0 4
iPermit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
56 Test hole locations 10 Drainfield orientation and layout Reference depth from original grade:
m Soil logs R1 Trench bed dimensions and Rf Septic tank
It Property lines critical distances within layout fd Drainfield cover
It Existingandproposed wells 19 D-BoxfValve box locations
Reference depth from original grade
within 100 fir of properly Bl Septictank/pump chamber and restrictive strata:
Ed Measurements to cuts, banks,and locations 19 Laterals,trench/bed,top and
surface water and critical areas 19 Observation port location bottom
m Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption gf Manifold placement ❑ Sand augmentation
components 19 Orifice placement Other cross-section detail:
m Location and dimension of 21 Lateral placement with distance Rf Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
l� Buildings Rf Audible/visual alarm referenced Yes No
lid Direction of slope indicator R1 Scale of drawing shown on scale ❑ if Design staked out
0 Waterlines bar ❑ [if Recorded Notices attached
60 Roads,easements,driveways, ❑ (9 Waiver(s)attached
parking fii( ❑ Pump curve attached
56 North arrow and scale drawing ❑ [if Evaluation of failure
shown on scale her Non-residential justification
❑ 1f Waste strength
❑ Rf Flow
DESIGN APPROVAL
The undersigned designer must be notified bby�installer at time of installation Rf Yes ❑ No
' Signature of Designef Date I
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:
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. t7s�b r2�
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: y
✓ 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: 12/7/2015
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CUSTOMER MARKS'ALR SCALE 1:40
PIONEER DIGGING, INC. PARCEL t 22233-SW0004
SEPTIC DESIGNS ADDRES44400 MASON LKDRW
3 13EMASONWWNM. GRMEVIEW,WASI&W DESIGNER RCERT R PAYSSE
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rt H. Paysse/Pioneer Digging, Inc. Septic Design - General Notes
t Robert Paysse/Pioneer Digging,Inc.for final inspection of the installation. All components,including tanks,lids,transport line,
d,and water lines must be open for inspection. A$300.00 fee will be charged for time involved with the inspection of the
on and creation of the record drawing. Pioneer Digging,Inc.reserves the right to charge additional fees if multiple visits are
ue to installation errors or inaccessible components. Property owner,applicant,and/or installer are responsible for all Mason
ees Involved with installation of this design.
2.This septic design must be installed by a certified installer with Mason County Public Health. For Homeowner Installs,the owner must
get approval from Robert Paysse/Pioneer Digging,Inc.and Mason County Public Health prior to attempting installation.
3.Any alterations of this design must first be approved by Robert Paysse/Pioneer Digging,Inc.and Mason County Public Health. If
installer finds any installation difficulties with design,they should contact designer prior to proceeding with installation.
4.This design is site specific and conforms to State and Mason County requirements. The designer assumes no responsibility for its
longevity. The owner therefore agrees to maintain and make all necessary repairs to the system at no cost to Robert Paysse/Pioneer
Digging,Inc. Due to various aspects,Robert Paysse/Pioneer Digging,Inc.assumes no responsibility for this septic systems longevity or life.
5.Field Staking was done to the best of the designers knowledge or property line locations. Robert Paysse/Pioneer Digging,Inc.assumes
no responsibilities for surveying property line locations. Owner must verify/establish actual lines prior to construction. Any discrepancies
found related to this design should be reported to the designer immediately.
6.Dra infield area may only be cleared by a licensed Installer familiar with sensitive drainfield area preservation. The builder,lot
developer,or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or
disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void.
7.The property owner and certified installer are responsible for locating all underground utilities prior to installation.
8.All construction materials installed in this system shall conform to all applicable state and Mason County requirements.
9.Storm water runoff,footing drains,roof drains must be diverted away from any septic system components.
10.This design is intended to meet State and Mason County requirements that are related to the system being proposed. Any placement
of proposed buildings,proposed wells or other non related items on these drawings may or may not meet other local and or state
requirements. It is the property owner's responsibility to determine what is acceptable to the various departments for non-related items.
11.The proposed septic system should be installed In dry weather conditions. Any failed attempts at installation during wet weather
conditions may render this design void and unusable.
12. No curtain,foundation,perimeter drains shall be installed 30ft downslope and Soft upslope of drainfield areas,unless design
addresses a decreased setback with waivers.
13.Installer is responsible for following all related waiver mitigations outlined by Mason County Public Health and Robert Paysse/Pioneer
Digging,Inc.if waivers are being proposed.
14. Maintain 10ft to waterlines with all septic components. If less than Soft is required,sleeting in sch.40 pvc is required. If sewage
transport lines and waterlines must cross,waterline must be 18"above sewage line with one of the lines sleeved in sch.40 pvc.
15.All septic tanks,pump tanks,ATU's must be installed on original soils or compacted gravels. Run all tank connection lines out onto
original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Owners are advised to keep bushes and trees away from lids and other septic maintenance points.
16.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor and
Industries. 8Rr..tR�` ,�P
17.The system owner/operator is responsible for the continuous operation an maintena c of\th/e m.
For User Manual and Owner Maintenance information,refer to Mason County PubIlA"@366lo vner's
Manual,which should be received by owner after installation approval. MASON COUNTY ENVIRONMENTAL HEA
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PIONEER DIGGING, INC CUSTOMER- "AR"00A1°`
PARCEL x 2zaaa31-51,0000s
SEPTIC DESIGNS ADDRESS: 4400 MASON LKDRW
3033 E MASON BFTISON RD. CXA1` VIEW,WA 9891i1 DESIGNER: FLOBERT R PAYSSE EXcIRES
OFFICE-350H25-1a03 FM-3504=3 DESIGN PAGE S M PLAN