HomeMy WebLinkAboutSWG2024-00475 - SWG Application / Design - 12/23/2024 415 N BTH STREET,SHELTON,WA 98554
MASON COUNTY SHELTON:38 9870,EXT 400
BELFAIR:380.27527544fi7,EXT 400
Public Health & Human Services ELMA:3604825269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00475
APPLICANT MCFARLAND GREG A Phone: 1.360.620.6232
Address: 250 E LOMBARD RD N GRAPEVIEW,WA 98546
OWNER MCFARLAND GREGA Phone: 1.360.620.5232
Address: 250 E LOMBARD RD N GRAPEVIEW,WA 98546
SEPTIC DESIGNER BOB PAYSSE• Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW,WA 98546
Site Address: 250 E LOMBARD RD NORTH
Primary Parcel Number: 121071400110
Permit Description: New 3bd pressure trench
Permit Submitted Date: 1212312024
Permit Issued Date: 01/0 712 0 2 5
Issued By: Rhonda Thompson
Current Permit Fees Paid: $540.00 (•441W.I t•m m•y oe rc .iu upon ln.Wllsd.n q•mml.
Permit Expiration Date: 1212612027 (0• W.mt•a upwIcn)
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 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.
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: masonmuntywa.gov/health/environmentallonsiteloss-inspacgon-request.php or call:
360-427.9670,extension 400.
OFFCIAL USE ONLY
G,E M<ENFD l2- 23-ZoZIV H
® MASON COUNTY
COMMUNITY SERVICES N° ^R NED 5w I" m
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ON-SITE SEWAGE SYSTEM APPLICATION a 's
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APPUCGNT PHONE r
GREG MCFARLAND =
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250 E LOMBARD RD N GRAPEVIEW WA 98546 A
SITEADORESS-STREET.CRY,ZIP ODGE
250 E LOMBARD RD N GRAPEVIEW WA 98546
N4ME OF DESIGNER PHONE I IV
ROBERT H. PAYSSE 360-426-1803
PHONE
NAME OF INSTALLER �
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®RESIDENTIPLOSS ECOMMUNRYOSS BCOMMERCIALCSS ®PRIMATEINDNIDUALWELL IE PRIVATE TWO-PARTY WELL IZ I V
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SUMMALS D SURFACING SEWAGE DEASTINGFNLORE DSHOREUNE
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®DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) PEdYOCMS 3 O L
FjWNVER(S)(IF APPLICABLE) 2.5 ACRES lO
CD
dREClION6T0 SITEANDSITE CCMNTIONS:(u.bWEP b)
"RENEWAL OF SWG2018-00083'E
NORTH HWY 3, LEFT ON GRAPEVIEW LOOP RD. CONTINUE TO LEFT ON LOMBARD o
RD NORTH. FOLLOW TO SITE ON RIGHT (ABOUT .2 MILES DOWN)
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OFFICIAL USE ONLY BELOW THIS LINE
UPGRADEIFNLUREWURCE(Mr,epatrOPlry n)
❑VOLUNTARY OMNNTENANMPUMPING D BUILDING PERMIT OHOME&UE OCOMPIAINT DOTHER:
CCMMENIS/CCNDRION6
INSPECTORWLLOGS
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RECORD DRAWNGAN]INSTALLATION REPORT
SOLCOCFS:
V=VEY G•GRAVERY S•SAND L•LGM M•SILT C•CUT E•E%TREMELY R•RCOT6 REQUIRED FOR FlN^LAPPROVAL.
IN6PECTCfl SIGM1TUflE GORE APPLIGTION EKPIMTON GTE APPUGTICNAPPROVEOI Y GTE
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6 JZ:
TNM FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNT/WESSITE RFVISEDIZRWI5
DESIGN FORM—PACE 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 farm that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist
•Scaled plat plan,including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available forpublicview on the Mason County Web sire..Maximumpope,size: 1/"X/7"
PARCEL IDENTIFICATION
Permit Number. SWG 7�Zy' pp4/7J Designer's Name:
ROBERT H.PAYSSE
Applicant's Name:
GREG MCFARLAND Designer's Phone Number: 360-426-1803
3DB3 E MASON BENSON RD
Mailing Address: 250 E LOMBARO RD N Designer's Address:
GRAPEVIEW WA 98546 GRAPEVIEW WA 98540
city State 7in Slate Zip
Treatment Device
❑Glendon Siofilter ❑Sand Filter ❑Mound ❑Sand Lined Dminfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model
❑Disinfection Unit Make/Model Other:
..4 Drainffeld Type
❑Gravity a1 Pressure R(Trench ❑Bed 0 Sub Surface Drip
Septic Tank/Drainfreld Specifications Laterals
NumberofBedwoms 3 Schedule/Class SCH.40
Daily Flow:Operating Capacity 270 gpd Length 50 ft
Daily Flow:Design Flow 360 gpd Diameter 125 in
Septic Tank Capacity(working) 1500 gal Number 4
Receiving Soil Type(1-6)
q Separation 10 ft
Receiving Soil Appl.Rate 0.6 gpd/tit Orifices
Required Primary Area 600 fe Total Number of Orifices 68
Designed Primary Area 600 ft' Diameter 3116 in
Designed Reserve Area 600 ft'- Spacing 36 in
TrenchBed Width 3 ft Manifold
TreachBed Length 200 ft Schedule/Class SCH.40
Elevation Measurements Length 35 it
Original Dminfield Area Slope
1-2 % Diameter 1.25 in
New Slope,If Altered 1-2 % Preferred manifold configuration used? RfYes ❑No
Depth of Excavation up-smpr 7 in Transport Pipe
from Original Grade slope 6 in Schedule/Class SCH.40
Designed Vertical Separation 24 in Length 100 ft
GravOless Chambers Required? ❑Yes It No O Optional Diameter 2 to
Pump Required? If Yes 17 No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 60 gal
Drainfteld Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice Ed Higher ad Lower than Pump Shutoff
Pump controls:Please check those required.
Capacity @ Total Pressure Head 40.12 gpm Eftimer G(Elapse Meter 4vHRS ent punter
Calculated Total Pressure Head
18.6 ft If Timer: Pump on 1 MIN ,Pump off
Comments APPROVED
JAN 07 2025
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
ld Test hole locations 16 Drainfield orientation and layout Reference depth from original grade:
m Soil logs El Trench/bed dimensions and Rf Septic tank
m Property lines critical distances within layout 19 Drainfield cover
6d Existing and proposed wells Ed D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 6d Septic tank/pump chamber
and restrictive shale:
m Measurements to cuts,banks,and I°ceb°ns If Laterals,trench/bed,top and
surface water and critical areas IZ Observation port location bottom
0 Location and orientation of 0 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Rf Manifold placement ❑ Sand augmentation
components 0 Orifice placement
m Location and dimension of p Other cross-section detail:
Lateral placement with distance fig Observation ports/clean-outs
primary system and reserve area to edge of bed
!� Buildings Other Information
Rl Direction of slope indicator Rf Audible/visual alarm referenced Yes No
16 ('6 Scale of drawing shown on scale lif ❑Design staked out
Waterlines bar ❑ [if Recorded Notices attached
Id Roads,easements,driveways, ❑ lif Waiver(s)attached
parking 6d ❑Pump curve attached
m North arrow and scale drawing ❑ 51 Evaluation of failure
shown on scale bar Non-residential justification
❑ Rf Waste strength
❑ Ct'jflow
DESIGN APPROVAL
The undersigned designer most be notified taller at time of installation Ef Yes ❑ No
�Z'ZI Ia�L
tgnature of DesignEr 0 Dale
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. --r
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: IZI�/Z /
✓ Dralnfield 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.
Lpdat,d Date. L -1(iI,
PUMP OUT&ABANDON
T NON-CONFORMING SYSTEM
1�
300'
I EXISTING SHOP
I I
I APPROVED I
_ - JAN 0 7 2025
MASON COUNTY ENVIRONMENTAL HEALTH
,.
RET I
I
PROPOSED DRAINfIELD
I � y PRIMARY& RESERVE
Q
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g SEPTIC TANK I
O I 1 I I
I PUMPTANK
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PROPOSED HOME
� IXISTING \\
I i � WELL \\ 1
R100' I J
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\ / EnFifc"i
8H"BMT/I88TAU 810NOFF FEE WILL
��`�p /'�/'`}��('' �T� BE CHARGED AT TWE OF WBTAL 10N
PIONEER DIGONQ INC CUSTOMER:
RCEEL SA +OOUO AHLA� T�FST!I E1: TEST KXEI TFST HOLES
SEPTIC DESIGNS ADDRESS: 2WEI.OMBARDRD R15 OK.c 035GL 030c
1536 LT,G 35 M 3M TILL
aMEMAvJFIBE NRD. GRAPEYIEW,WAWW DESIGNER: ROBERTPAYSSE 36 TILL R-35 R30
OffICE 3& 42618113 FA%-3&MVD53 DESIGN PAGE 517E PLAN R36
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CLEANOVT
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APPROVED
3 JAN 0 7 2o3
I MASON COUNTY ENVIRONMENTAL NEALTN
I RET ;
MANIFOLD
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AN"WLTI INSTALL SM(W FEE N'LL
SE CNASQD AT THE OF INSTALLATNIN
PIONEER DIGGNQ WG VARCEL ER GREG MCFARLAMJ SCALEI:n
PARCEL k Q10744U0110 TEST FkJLE t TEST HOLE 2 TER WILE 3:
SEPTIC DESIGNS ADDRESS 750ELONRAR)RD Q15DKCSL 63569 030 CSL
1536 LTC 35 `LILL 30 TILL
R%3LMA<ONBEWNRD. GRAPMW .WA985 DESIGNER: KCBMTPAYSSE 3M TILL R85 R-W
OFFICE-W42GIN03 PA% 3N1,+VZ353 DF551GN PAGE DF DEGl. R36
OBSERVATION PORT
CLEANOUT
FILTER
FABRIC
ICI I� I ICI I I I I I'I I I I I, 2PIGINALGRADE!
125" LATERAL
• • • • • • • �•• 1 • • •-•
I�IIIIIII II / IIIII`
ICI I I II I ��I I 1 I I I I`
ICI D I I I I �I I I I I I I
WASHED ROCK
APPROVED
JAN 07 2025
MASON COUNTY ENIARONIMENTAL HEALTH
RET
,IfL`
0.: RISER • .
VALVE i•
To SURFACE
THREADED CAP
W/ SHIELDS
�1
BALL
VALVE
• 1 I•I•I 1•I�1 I•I ����
• L:_ui L 4 v. • • � • .1 .
GLUED TEE
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ORIFICE INFORMATION&GPM
ORIFICE DIST.TO 1ST
LATERAL# LENGTH(FT) SPACING # ORIFICES ORIFICE
1 50 3 17 12
2 50 3 17 12
3 50 3 17 12
4 50 3 17 12
5 0 3 0 0
6 0 3 0 0
7 0 3 0 0
8 0 3 0 0
TOTAL LATERAL LENGTH 200
TOTAL#ORIFICES
7LATERAL#2
0.59
40.12
DYNAMIC HEAD
FEEDER TOTAL ORIFICES HEAD(FT)
N LENGTH(FT) LINE LENGTH
PIPE 100 NA NA 68 2.67
50 2 52 17 0.76
2 SO 12 62 17 0.91
3 50 22 72 17 1.06
LATERAL#4 50 32 82 17 1.20
LATERAL#5 0 0 0 0 0.00
LATERAL#6 0 0 0 0 DOD
LATERAL#7 0 0 0 0 0.00
LATERAL#8 0 0 0 0 0.00
TOTAL FRICTION LOSS 6.60
ELEVATION CHANGE 30
RESIDUAL HEAD 2
TOTALDYNAMICHEAD JAN U 1 2025 18.60
MASON COUNTY ENVIRONMENTAL HEALTH
RET
d
[DDF�IGNLK:
TOMFR: GREGMCFARIAND
PIONEER DIGGING, INCCLL t.0107-1400110
SEPTIC DESIGNS R Fa: 250 E L.OMBARD RD xceeein wnee
30d3 F_YIhSJN BLNIIN RD_ GRAPEVICN;WA9dsffi R.OBERTPAYSSEfXPIRcaOFFICE-3604261803 FAX-36tW2]2353 IGN PnGE: CALLS
24-RIBBED RI5ER5Wl BOLTON WATER-TIGMTUDS
CLEANOUF USE RISER LID ADAPTERS WITH NO CASKET LIDS
FINISHED GRADE
WATER-TIGHT
JOINTS
INLET OUTLET
TWO WAY TEE
4ffOSI
EFFLUENT
WATER-TIGHT FILTER
)DINTS L
TANKS MUST BE
ON STATE DOH f"C411 OW M 7FR77CHr
APPROVED LIST C01VCRh7TS--P77C MAX
OF SEWAGE
TANKS
PUMPTANKS
OVER 1000 CAL.
REQUIkE5TWO
ACCE55 RISERS
TO GRADE
PUMP TANKS AQUAWORKS FxawEs
LOCATED AT HIGHER CONTPOLPANEL
ELEVATION THAN winmeR CIWNT�R' 24"RI BRED RISERS
PRAINFIELP MVST &HOvXMU W/WATERTIGHTLIP
HAVE ANTI-SIPHON
DEVICE INSTALLED.
FINISHED GRADE
TRANSPORT LINE
INLET UNION&BALL VALVE
f"C4LL0,VWATFR770'1r
PpRoVW&CXE7FPVAfPrAAX
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L-42 C
BAN 0 7 2025
WATER-TIGHT
"ONMENTAL nM 7 WSO UN�E 7R
)OINTS RASO UNrYE�WRONMENTALhWMPErPANSDVCEP, CHECK VALVE
USE TANKS FITTED RET (OR FLOATS) `�A
TANKS
FITTED
m
W/CAST IN WATER tK
TE TIGHT FITTINGS FOR USE RUBBER
TT INLETXV�ME5AND 5 PUMP BUCKET. GROMETS FOR
CAST IN RISER T TRANSPORT LINE
BUCKET HEIGHT MUST BE
ADAPTERS
TO T LEAST HEIGHT
AT LEAST H EIGHT OF PUMP AND ELECTRICAL
ADAPTERS TO ON RISERS. MAKE
Up WATER
ENSURE WATER
TIGHTNESS SURE ALL HOLES
ARE WATER-TIGHT
CUSTOMER:
MIER G M(CFARLAND
SCALE NA
PIONEER. DIGGING, NC P' RCELM=M)
IN5rALLTANK5ONORIGINALOk
SEPTIC DESIGNS S. OE 3 R.D COMPACTED LEVEL SOILS, RUNCRO55
� ADDS�l rNER-2RLOBLEoELhT=PAYSSE CON N ECTION5 INTO ORIGI NAL 501 L5 TO
3083EMASONBDWNM. GRAPMOXWAN�6 AVOID SETTLING.
OHICE 3604261803 FA 3604272353 SHEET. TANKS SCALE; NA
29OmSERIES
314 hp Submersible Effluent/Sump Pumps
v
The Liberty 290 series provides a cost effective"mid- Performance Curve:290-SefreB
range" pump for on-site waste water systems, liquid So — 16
waste transfer and commercial heavy-duty sump pump 45
applications that require higher head or more flow. 12
Designed around Liberty's unique"Uni-Body"casting, °0
the 290-Series will provide years of reliable performance. as g
E26
All Models Feature: 'o
So e
• Semi-Open impeller permitting passage of solids fe
up to 10 a
•416 stainless steel rotor shaft e
•Permanently lubricated upper and lower ball bearing o °
o fo w ao a w eo m n a
•Epoxy powder coat finish a?"W9
•All fasteners-corrosion-resistant stainless steel . n ,,. 1n 1r ar s aW an
• 11/" Discharge
•Stainless steel bottom screen-easily removable Dimensional Data:
• Maximum fluid temperature:140°F. Weight:31 lbs.
• 290-Series Cord Lengths Height:13"
Model 10' 25'(-2) 35'(-M W(-) Major Width:10" (model 297)
290 standard Optional optional optional Minimum Sump Diameters:
291 Standard Optional Optional Optional Model 291,293...14"
293 Standard Optional Optional WA Model 297 VMF...10"
297 Standard Optional WA WA Factory switch Model 291,293 Model 297
10'cord tango standard on all models.For optimal len9tits, settings VMF
add"-2,-3 or-5"suffix to model number. Turn on lever 13' 9.5"
Example:for model 290 with 35'card.Order 290-3
Tpm off level 7" 4.0"
Motor Specifications
The Model 293 features a fully adjustable wide-angle float.
3/.hp 60 Hz 3450 RPM q p p R O V Etranaal adjustments can be made easily by tethering the float
Oil filled,thermally protected t edischarge pipeor other mounting point.vertical goat model
29 is not adjustable.
115 V.Models 10.4 amps JAN 07 2025
208/230 V. Models 5.3 ampilASON COUNTY ENVIRONMENTAL HEALTH
RET
Model 290 Model 291 Model 293 Model 297
Manual, Wide angle Wide angle VMF-Series
no switch float switch float switch Vertical mag-
whh quick- with series netic float for
disconnect (piggy-back) smaller pits-
plug will operate in
a 10" diameter
sump
p'A-q/
;lO cc's Certified
m.ur um.en wgx�ucn•neo.;,nwn"nice.
LJpsrty Pumps•7000Apple Thee Avenue•Bergen,New York 14416•Phone 800-543-2550 Fax f585)494-1839
wwwlibertypumps.com Gopynght 0 Ubeay PUMPS, Rc.2011
.Installation & System Notes
1.Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks,lids,
transport line,drainfield,and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the
inspection of the Installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2.This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state,county,and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department Ito attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. 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.
S.The property owner and installer are responsible for locating all underground utilities(ex.water,gas,electric)prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risen and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers(ex.ATLI,Glendons,) may have other requirements not listed within this design.
7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor
and Industries. Designer not responsible for electrical permitting or other electrical specific code requirements.
8.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.
9. Maintain loft to waterlines with all septic components. If less than 10ft 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 Soft in each direction of crossing.
10.This design may include waiver applications with specific mitigation measures pertaining to installation,operation and
maintenance of the proposed components.
11.Stormwater runoff,footing drains,roof drains must be diverted away from any septic system components. No curtain,
foundation,perimeter drains shall be installed 30 t downslope and loft upslope of drainfield areas.
12.This design is site specific and intended to meet state and county requirements that are related to the system components
being proposed. Any placement of proposed buildings,proposed wells or other non-related items on these drawings may or
may not meet other requirements.
13.All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246 For operation and maintenance
information,refer to Mason County Public Health Homeowner's Manual,which shouldAX110 ya(IMLpQ approval.
14.System owner should be cautious of landscaping around septic components. Root intrusiop N��O�1,/ V C IJ
can cause premature failure of the drainfield area. In addition,bushes and trees sf�uld.b�k TIJ E 2025
away from lids and other septic maintenance points. �JUN UN HVIROHMENiAL HEALiH
15. Changes made at time of installation may impact designer calculations,pump sizing,and RET
compliance w/county and state requirements. Contact designer prior to install w/any
proposed variations from design. Changes may result in additional fees and permitting.
a
PIONEER DIGGING, INC CUSTOMER: GREGMCFARLAND
PARCEL.x 121071400110
SEPTIC DESIGNS ADDRESS. 250EIDMBARD RD Ra El T....
...
3(83 E n� Bvy ARMEVIE wA 9a546 DESIGNER: R.OBF1lT PAYSSE
11FFICE CE-3664261a03 n3 FAX3b(T427-7353 DESIGN PAGE NOTES EXP1P`'S