HomeMy WebLinkAboutswg2024-00475 - SWG Application / Design - 4/18/2024 ® MASON COUNTY 415N 6TH STREET,SHELTON,WA98564
SHELTON:ELTOR:360.427-4670,EXT 400
BELFAIR:380-275d467,EXT 400
Public Health & Human Services ELMA:360d1125 69,EXT 400
FAX 360427-7787
On-Site Sewage System Permit: SWG2024.00475 LOUNNY
APPLICANT MCFARLAND GREG A Phone: 1.360.620.5232
Address: 250 E LOMBARD RD N GRAPEVIEW,WA 98546
OWNER MCFARLAND GREG A Phone: 1.360.620.5232
Address: 250 E LOMBARD RD N GRAPEVIEW,WA 98546
SEPTIC DESIGNER BOB PAYSSE• Phone: 360-507A498
Address: 3083 E Mason Benson Road GRAPEVIEW,WA 98546
Site Address: 250 E LOMBARD RD NORTH
Primary Parcel Number: 121071400110
Permit Description: New 3bd ATU to pressure trench.REVISION
Permit Submitted Date: 1212312024
Permit Issued Date: 04/18/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $705.00 I•a4nion•ike•may 6•rew�reaawa�n•vII•uw m•v�•m).
Permit Expiration Date: 04/17/2028 (fia•aa on e•�e oo�•pe+hn)
Permit Conditions:
1 proposed development subject to zoning requirements and approval by the planning
department staHper 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 Dreinfield installation not to exceed designed upslope and downslope 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 Relocate all pressurized water lines 10"from all septic components.
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/onsiteloss-inspection-request.php or Call:
360-427-9670, extension 400.
R2M5i*f 1-D -TL.1>
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 1 2 1 0 7 - 1 4 - 0 0 1 1 0
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist
Scaled plot plan, including all applicable items on checklist. I Crass-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Mcocimunn paper size: I"X(,"'
PARCEL IDENTIFICATION
Permit Number: s11'G2OZ�_00'J7S Designer's Name: ROBERT H.PAYSSE
Applicant s Name: GREG MCFARLAND Designer's Phone Number. 360-426-1803
Mailing Address 256 Designer's Address:E LOMBARD RD 3083 E MASON BENSON RD
:
3RdPEVIEW WA 98546 GRAPEVIEW WA 98546
Cin State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Bion1w, ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
Sf Aerobic Unit Meke/Model NUWATERBNR500 ODisinfection Unit Make/Model Other.
Drainfield Type
❑Gravity Rf Pressure gTrench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications I-Aterals
Number of Bedrooms 3 Schedule/Class SCH.40
Daily Flow:Operating Capacity 270 gpd Length 25&60 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) BNR 500 gal Number 5
Receiving Soil Type(1-6) 4 Separation 9* ft
Receiving Soil Appl.Rate 0.6 gpd/ft' Orifices
Required Primaq, Area 600 1e Total Number of Orifices 69
Designed Primary Area 600 W Diameter 3/16 in
Designed Reserve.Area 600 ft' Spacing 36 in
Trench,Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class SCH.40
Elevation Measurements Length 37 ft
Original Drainfield Area Slope 1-2 % Diameter 1.25 in
New Slope.. If Altered 1-2 % Preferred manifold configuration used? as.y Yes 17 No
Depth of Excavation Up-slope 10 in Transport Pipe
from Original Grade poN,�-sloae 9 in ScheduldClass SCH.40
Designed Vertical Separation 12+ in Length 100 ft
Gmve!less Chambers Required? ❑Yes Id No 0 Optional Diameter 2 in
Pump Required? Ed Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice Rf Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 40.7 gpm RiTlmer [(Elapse Meter Rf Event Counter
Calculated Total Pressure Head 20.2 ft If Timer: Pump on 1.2 1 off 4 HRS
ri Comments -.nl.� . f�' G.SL �p.�.r-mart-
APR 18 2025
MASON
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number: l 2 1 0 7 — 1 4 — 0 0 1 1 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
R1 Test hole locations 59 Drainfield orientation and layout Reference depth from original grade:
L Soil legs Elf Trench bed dimensions and 56 Septic tank
9 Property lines critical distances within layout [if Drainfield cover
60 Fzistme and proposed wells i Ed D-Box/Valve box locations Reference depth from original grade
within 100 It of property i 10 Septic tank/pump chamber and restrictive strata:
66 Measurements to cuts,banks,and locations fir{ Laterals,trenchibed,top and
surtace water and critical areas w6 Observation port location bottom
,L Location and orientation of G9 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation
components [Z Orifice placement Other cross-section detail:
* Location and dimension of 9 Observation ports/clean-outs i
primary system and reserve area Lateral placement with distance
to edge of bed Other Information
a'. Buildings Rf Audible/visual alarm referenced Yes No
9 Direction of slope indicator Ed Scale of drawing shown on scale CAI ❑ Design staked out
21 Waterlines bar ❑ Rf Recorded Notices attached
Roads, easements,driveways, ❑ if Waiver(s)attached
parking 9 ❑Pump curve attached
Id North arrow and scale drawing ❑ 59 Evaluation of failure
shown on scale bar Non-residential justification
❑ if Waste strength
❑ Rf Flow
DESIGN APPROVAL
The undersigned designer must be notified by uroll at time of'installation Ed Yes ❑ No
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Signature of Designer a ate
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:
o
Environmental Health Spkialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. („ �/It
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: `,L I Zk
✓ 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
PUMP OUT&ABANDON
NON-CONFORMING SYSTEM
liN
300'
EXISTING SHOP
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APPROVED
---- APR 18 2025
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\\ MASON COUNTY ENVIRONMENTAL HEALTH
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PROPOSED DRAINFIELD
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O NUWATER BNR500
PUMP TANK
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EXci ESS
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\ AN ASBOIRA IGTI INSTALL TIME OF OFFINSTALLATION
FEE WILL
_ BE GFIABGEO AT TIME OF INSTALLATION
CUSTOMER: GREG MGFmLAND SCALE I:SO
PIONEER DIGGING, WC. PARCELEI2.1400110 TESFHOLEI: TFSTHOLE2
SEPTIC DESIGNS ADDRESS, 250ELChOWM RD °t n� 027,27 GL51L
3083 E M1La BENSON RD. GR EOEW WA 98546 DESIGNER: 0.OERT PAYSSE
OFF[U-360476'W3 FAX-36 4272353 DESIGN PAGE SRE PLAN I
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APPROVED
APR 18 20�
MASON COUNTY ENVIRONOiENTAL HEALTH
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MANIFOLD
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EXPIRES
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AN ASBUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
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3053 E MA N BDN N RD. GR EVIEW,WA 95546 DESIGNER: ROBEELT PAYSSE
0FHCE-36426I803 FN -3aM27-2353 DESIGN PAGE DF MAIL
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APPROVED
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VALVEBOX
TO SUPTACE
THREADED CAP
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90* SWEEP
BALL
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GLUED TEE # OF
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a DESIGNEP, FLOBEILT
ORIFICE INFORMATION &GPM
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ORIFICE DIST.TOIST
�I LATERAL# LENGTH (FT) # ORIFICES
SPACING ORIFICE
1 25 3 9 6
2 50 3 17 12
3 50 3 17 12
4 50 3 17 12
5 25 3 9 6
TOTAL LATERAL LENGTH 200 �
TOTAL#ORIFICES 69
ORIFICEOUTPUT 0.59
GPM 40.71
DYNAMIC HEAD
PVC SECTION LENGTH (FT) FEEDER TOTAL ORIFICES HEAD(FT)
LINE LENGTH
2"TRANSPORT PIPE 100 NA NA 0 2.74
1
LATERAL#1 25 10 35 9 0.16 �
LATERAL#2 50 10 60 17 0.88
LATERAL#3 50 19 69 17 0.00
LATERAL#4 50 28 78 17 1.14
LATERAL#5 25 37 62 9 0.28
TOTAL FRICTION LOSS 5.20 �I
l ELEVATION CHANGE 10
ij RESIDUAL HEAD 2
I4 XTRA LOSS THRU FITTINGS 5
Y TOTAL DYNAMIC HEAD 22.20
APPROVED
PIONEER DIGGRNG, NC rraCL_ IZ07 4GBuo � APR 18 2025
SEPTIC DESIGNS ADDRESS: 250ELOMBARDRD MASON COUNTY ENVIRONMENTAL HEALTH
3083EM5>ONBF\<J\2D CII TLCILw,wA9814 DESIGNER: R.OBEILTPAYSSE RET
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TANKS MUST BE .A
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APPROVED LI5F NUWATER /�\\
OF SEWAGE TANKS BNR500 f 1
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PUMP TANKS /� n(� O` , ° ° x _ USE RUBBER
OVER 1000 GAL. M r r V ort.,',.,av_:-x
REQUIRES TWO - "a .��a,u�� GROMETTLIN
ACCESS RISERS APR 18 2025 �. ' YANDTkANELEOCRTRICAL
TO GRADE .., � . w
ON RISERS. MAKE
PUMPTANKS IR
"� SURE ALL HOLES
LOCATED AT HIGH ER ARE WATER-TIGHT
ELEVATION THAN
DRAINFIELD MUST
HAVE ANTI-SIPHON NVWATER CONTROL PANEL
DEVICE IN5TALLED, 24-RIBBED RISERS
W/WATER TIGHT LIDS
FINISHED GRADE
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INLET UNION&BALL VALVE
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CHECKVALVE
HIGH WATER FLOAT
VSE TANKS FITTED
ON/OFF FLOAT W/CA5TIN WATER
TIGHT FITTINGS FOR
INLET/OVRESAND
PUMP BUCKET CAST IN RISER
ADAPTER5 TO
o.°I'll zaE ENSURE WATER
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� � � TIGHTNESS
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SEPTIC DESIGNS ADD0.E55: 750ELOMBARDRD PACTED LEVELSOILS. RVNCROSS
I 3k183 E MASON BENSON M.. GR PM MWA98546 DESIGNER: ROMXT H.PAYSSE NECTIONS INTO ORIGINALSOILS TO
JMCE-36P4264803 FAX 3611V2353 DESIGN PAGE TANKS DEULL. SETTLING.
Libe"tyPumps
A Family and Employee Owned Company
290-Series
FIarsible Effluent Pumps ?
LITERS PER MINUTE
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MASON COUNTY ENVIRONMENTAL HEALTH
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US GALLONS PER MINUTE
Copplght 0 LibeM Wmpx Inc,2025 All ngms reserved, sp gkallons sullied,m Mange without naie. 290-60Ne_pl RWV2025
7"Apple TreeAwnue Beryen NYWl6 / phone?-800-543-2550 / Fax?-585-d91-1839 9 Email Li6etrydDLibertypumpcmm • Wabwww.LibaryPumplown
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rt H. Paysse/Pioneer Digging, Inc. Septic Design - General Notes
ct 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
due to installation errors or inaccessible components. Property owner,applicant,and/or installer are responsible for all Mason
County fees 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.
S.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.Drainfield 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.
20.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 loft 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 loft to waterlines with all septic components. If less than 3011;is required,sleeving 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. /� f'')�'1
17.The system owner/operator is responsible for the continuous operation and rsfa►iljR4Qe eRt e�AAE D
For User Manual and Owner Maintenance information,refer to Mason County Public Health Homeowner's
Manual,which should be received by owner after installation approval. APR 18 2025
MASON COUNTY ENY]RONYENTA
CUSTOMER. GFUEGMCFARLi
PIONEER. DIGGING, W - PARCEL x MO744D080 a-13 RET s
SEPTIC DESIGNS ADDRESS. 250 E LOMBARD RD
3083E HCE BFNSJNRD. CRAP 27-,wA 98546 DESIGNER R. NOTEBEELT S
JFACE-3N1426-I&13 FAX 361}427-1353 DESIGN PAGE NOTES sxawes