HomeMy WebLinkAboutSWG2024-00245 - SWG Application / Design - 6/3/2024 584
® MASON COUNTY 415Ne SHELTON: 60427-9670, 400
SHELTON:360J275 8 ]0,EXT 400
BELFAIft:360-95a4s],EXT 000
Public Health & Human Services ELM:360 -5269,EXT 400
FAX M0427-7787
On-Site Sewage System Permit: SWG2024-00245
APPLICANT SAILOR TERRY D Phone: 3604264221
Address: P O BOX 624 ALLYN,WA 98524
OWNER SAILOR TERRY D Phone: 3604264221
Address: P O BOX 624 ALLYN,WA 98524
SEPTIC DESIGNER CINDY WAITE.Septic Designer Phone: 360-701-0205
Address: 80 E PICKERING LANE SHELTON,WA 98584
SEPTIC INSTALLER B4_INE CONSTRUCTION Phone: (360)4264221
Address: 2971 E PHILLIPS LAKE LOOP RD SHELTON,WA 98584
Site Address: 940 E Dawn Dr
Primary Parcel Number: 221127790031
Permit Description: 3-bedroom pressure system: Non-conforming septic repair
Permit Submitted Date: 06/03/2024
Permit Issued Date: 06/2512024
Issued By: David Anderson
Current Pennit Fees Paid: $805.00 (aad,xar.1f.s rear ba reamred apoa lnaisll.noa or ayvare).
Permit Expiration Date: 06/06/2025 (Based or data of msWWn)
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 Drainfield installation not to exceed designed ups/ope and downslope depth specked 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 Masan County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
Mal 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.goviheahWonvlronmantallonsiteims4nspection-requesLphp or call:
360427-9670,extension 400.
OFFICIAL USE ONLY -- —
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PPUCANT PHONE
TERRY SAILOR C/O B-LINE CONST 360-426-4221 z
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2971 E PHILLIPS LAKE LOOP SHELTON WA 98584 m
SITEAODiESS STREET,CITY ZIP CODE '-p'
940 DAWB DR ALLYN WA 98524 ^�
NMIE OF DESIGNER PHONE I N
CINDY WAITE 360-701-0205
NAME OF UISTAIER PHONE I J
B-LINE CONSTRUCTION 360-426-4221 3
PERMITTYPE(aWC ) N J
ORINNWG NNTFA SOURCE
®RESIDENTIALOSS 13-1COMMUNUYGSS 6COMMERCIALOSS ®PRIVATEINDIVIDMLWELL IEPRIVATETWTYP IMELL z IN
TYPE OF MAK(eNeame) IM PUBLIC WATER SYSTEM ,
UNEWCONSTRUCTIONIUPGRADES [ZL'REPAIRIREPUACEMEM OTHER DETALS(x N(WW*) OTABLE IX REPAIR I —1
SUBMITTALS O SURFACING SEWAGE 19 EXISTING FAILURE ❑SHORELINE
®DESIGN FORM(REQUIRED) I3SEPTIC DESIGN(REQUIRED) BEDROOMS LOTSID= 0 V
UWAIVER(S)(IFAPPLICASLE) 0 I 1
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DIRECTONSTO SIIEAND SITE CDIDRIONS (u..p:AM Deb)
GO TOWARDS ALLYN ON HIGHWAY 3, TURN RIGHT ONTO DAWN DR, GO TO o
ADDRESS ON THE RIGHT, SOIL LOGS ARE UP TOWARDS THE BACK OF THE r
RESIDENCE. o 0
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SITEM9TBEFLAGGED FROMNAIN ROAG ANDTEST NOLESW/dTGEFLIODEGWIIMTE3TND.EMWOFRA �
OFFICIAL USE ONLY BELOWTHIS LINE - -
UPGRADE FNWRE SOURCE(IttbpcAYq pFwFq
OVOLUWARY [3MAINTENANCEIPUMPING OBUILDINGPERMIT OHOMESALE ❑COMPLAINT [30THER'.
INSPECTOR SOIL LOGS COMMENTSICONORIONS
THE 0—A" 4A TYX 4
W a+ 38 A 0`�8/3ZFiSGMI En
RECORD DRAWNG AND INSTALLATON REPORT
SOIL CODES:
V=VERY G-GRAVELLY 3=SAM) L=UO III=SILT C=CLAY E-EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INBP $NiNATUHE DATEAPPLH:ATN#1 ENPIMTpH WTE P➢PLICA N PROVED/ISSUED BY DATE U
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED IWM13 If
. DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 1 2 — 7 7 — 9 0 0 3 1
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 maybe scanned and available for public view on the Rason County Web site.Maximum paper size: 11"X 17'
PARCEL IDENTIFICATION
Permit Number: SWG ZaZY� Designer's Name: CINDYWAITE
TERRY SAILOR C/O B-LINE CON 6
Applicant's Name: Designer's Phone Number: 360-701-0206
2911 E PHILLIPS LAKE LOOP 60 E PICKERING LANE
Mailing Address: Designer's Address:
SHELTON WA am" SHELTON WA 98584
City State Zip city Sta Zip
DESIGN PARAMETERS
Treatment Device CPO fU
❑Glendon Biofilter ❑ Send Filter ❑ Mound ❑Send Lined Drainfield ❑Recirculating Filter.T ,�_ _
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other RFC .'
Drainfield Type
❑Gravity efPressure G(Trench ❑ Bed 0 Sub Surface Dn f
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCHEDULE 40
Daily Flow:Operating Capacity 270 gpd Length 50 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1200 gal Number 4
Receiving Soil Type(") 4 Separation 2 ft
Receiving Soil Appl.Rate .6 gpd/ft' Orifices
Required Primary Area 600 ft, Total Number of Orifices 40
Designed Primary Area 600 ft' Diameter 3116 in
Designed Reserve Area 600+ W Spacing 60 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Clan SCHEDULE 40
Elevation Measurements Length 1-2 ft
Original Drainfield Area Slope 3 % Diameter 3t 2 in
New Slope,If Altered % PM ion used? 0 Yes 0 No
Depth of Excavation UP-ION 16 in i sort Pipe
P P
from Original Grade Down-slope 18
14 in S e s1E WAITE SCHEDULE 40
CENSEp DESIGNER
Designed Vertical Separation 12 in 35 ft
Gravelless Chambers Required? ❑Yes O No ❑ Ex'was om,w
eq Optional Diameter 2 in
Pump Required? a Yes O No Doming and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice B ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. NO
Capacity @ Total Pressure Head 23.6 Spun @(Timer WElapse Meter 51'Event Counter
Calculated Total Pressure Head 10.34 R If Timer: Pump on .Pump off
Comments
CONCRETE TANKS REQUIED, GRAVEL BASE DRAINFIELD REQUIRED, PUMP CONTROLS TO BE
SET AT TIME OF INSTALLATION. Ee >^ anr '
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 1 2 — 7 7 -- 9 0 0 3 1
Permit Number: SWG
DESIGN CHECKLISTS
S
caledot Plan Scryled Layout Sketch Cross-Section Sketch
le locations :/Drainfield orientation and layout Reference depth from original grade:
l3 Trench/bed dimensions and p✓$eptic tank
lines critical distances within layout Er Drainfield cover
and proposed wells Q/D-BoxNalve box locations100 R of ro Reference depth from original grade
P Perh' � Septic tank/pump chamber and restrictive strata:
'Measurements to cuts,banks,and _/locations -p l„F�„y. f�Laterals,trench/bed,to and
surface water and critical areas y Observation port location bottom p
a Location and orientation of ru( Clean-out location F2/Curtain drain collector
curtain drain and all absorption Qk.Manifold placement ❑ Sand augmentation
omponents
r�a,0rifice placement Other cross-section detail:
Location and dimension v R VObservation orts/cleanouts
Primary system and reserve area �Laterel placement with distance p
U Buildings to edge of bed Other Information
Direction of slope indicator 19JGAudible/visual alarm referenced Yes No
Waterlines W Scale of drawing shown on scale P( ❑ Design staked out
br ❑ ❑ Recorded Notices attached
Roads,easements,driveways, ❑ ❑ Waiver(s)attached
/parking W ❑ Pump curve attached
2 North arrow,and scale drawing ❑ ❑ Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGNAPPROVAL
The undersigned designer must be notinotifij ed by`
in'staller at time of installation Rf Yes ❑ No
S� s re of Dest er Dat /�/
The undersigned has reviewed this design on behalf of Mason County Public Health and dAiinlipsd it too ui
om dr 2024
cpliance with state and local on-si ulations: 7 t, 0,,y7y."n,✓la
D�4Cry/�EN114 NE
Environmental 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 Sewage Permit has not expired,the Permit Expiration Date is: O�
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. \i
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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LIDENS DESIGNE
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Lateral#1 Length Length Odflce_ _ # ! Distance from Distance from end Length
# (Feet) (Inches) S ipaS ncg"r Orifices i feeder line of end of lateral
— _ —_
1 50 600 60� 10 - - 2.5 2.5' 50
2 50 600 60 10 2.5 2.5 50
3 50 600 _ 60 10 2.51 2.5 50
4 So 600 60 10 2.5 2.5 50
200 1— 40
TRANS LENGTH 35
GPM '13.6 I
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FRICTION LOSS
squirt 1 2r—
Elevation difference 8�
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D. Curtain Drain APPROVED
The following illustration represents a typical curtain drain. JUN 2 5 2024
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OWNERSHIP AND USE OF DESIGN DOCUMENTS:
1. This Design Document has been prepared by B-Llne Construction, Inc. via Its employees,
subsidiaries and sub-contractors.
2. This Design Document has been produced in order to attain an on-site septic system
Installation by B-Line Construction, Inc.for the property Indicated herein.
3. This Design Document represents decades of combined experience of B-Line Construction,
Inc. its employees, sub-contractors, etc. in construction processes, technical applications and
developments as well as interpersonal understandings and relationships with other
Professionals, manufacturers, suppliers, regulators, and private parties.
4. This Design Document constitutes physical and intellectual property 013g lne Construction.
Inc. and may not be used by any other individual, company, contractor, etc. to construct an
on-site septic system for this or any other property. .
5. This Design Document shall not be construed as a product that stands alone from the
achievement of an on-septic system on the specified property for the client by B-Line
Construction, Inc.
6. This Design Document remains the sole property of B-Line Construction, Inc. whether the
Project for which It was made is executed or not.
7. The submission or distribution of this Design Document to meet official regulatory
requirements, or for other purposes in connection with the project, shall not be construed as
Publication in derogation of B-Line Construction, Inc.'s rights regarding this document as
physical and®intellectual property.
8. In the event that B-Line Construction, Inc. Is not retained for the installation of the system, this
Design Document shall not be used by subsequent partieS/Contractors.
9. If B-Line Construction, Inc. Is not retained for completion of this septic system installation
project, subsequent parties/contractors wishing to install an an septic system on this
property must produce their own design documents for use in a separate
research/development/deslgn/parmltting/Installation process.
10. If B-Line nstruction, Inc. is not retained for completion of this septic system Installation
project, c' hall be liable to subsequent parties/contractors for new design documents and
addition a fees as required In pursuit of re-inspection, re-design and installation,
ucGIN El B- Ina Construction, Inc.
Rt97 Phillips Lake Rd., Shelton, WA 98584
26.4221 (office) 360.426.0509 (fax)
b-Iineconst�om
Installation Notes Env E,
Pressure Distribution System: JUN 2 5 2024
940 E Dawn Dr 22112-77-90031 MASON COUNTY ENVIRONMENTALOJA
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. This is a repair system. Not accepting effluent.
3. Gravel based drainfield required
4. Concrete tanks required
5. The tanks may be moved as necessary to accommodate building requirements. Septic
tank location must meet all required setbacks.
6. Keep wheeled vehicles off the drainfield area before, during and after installation.
Tracked equipment only,
7. All 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
collect on or around them. Use swales, berms, catch basin and tight lines, curtain drains,
etc. to divert all waters.
8. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the
drainfield
9. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the
drainfield.
10. Install access risers on the septic tanks, valve box and ends of laterals.
11. Make sure septic tank risers are epoxied or caulked to cast in riser rings on tank.
12. Lids must form a water and gas tight seal with the access risers.
13. Install effluent filter specified in this design at the septic tank outlet.
14. This system must be installed by a Mason County Certified installer.
15. Deviation from this design without prior approval from the designer and Mason County
Health Department will make this design null and void.
16.This design was sized per Washington Administrative CodeWAC246-272A-0230. The
operating 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
twenty gallons per day. This creates a surge factor of 33% but anticipated flow is ninety
gallons per bedroom per day.
17. Install laterals with contour of the ground.
18. Install trench bottoms level and always maintain a minimum of six inches into native
soil..
19. Install threaded clean outs at the ends o I erals (caps must extend to within six
inches of finish grade and be in a valv x a hown on diagram.
20. Install audio/visual alarm. P "vm
21. Filter fabric over drain roc required '
q G bR �ng. If the drain rock extends above
the original grade, run the filter fa �SPat3 - Y i s down the trench wall. /
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ICE DE NER
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6 ��1
JUN 2 5 2021
MASON COUNTY ENVIRONMENTAL HEALp.
System Owner Responsibilities: DMA
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. System owners are responsible for having maintenance performed annually.
4. System 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
User Manual provided by Mason County Public Health.
7. Keep the flow of sewage at or below the approved design operating capacity.
8. Keep waste strength at residential waste strength parameters.
9. Spread loads of laundry through the week.
10. Do not use excessive bleach or detergents with added whiteners.
11, Do not shower, do laundry and dishwasher at the same time
12. Antibiotics can kill or impair the biological process in the septic tank.
13. Leaky plumbing can hydraulic overload your on-site septic system.
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