HomeMy WebLinkAboutSWG2024-00278 - SWG Application / Design - 6/20/2024 415N 6
® MASON COUNTY TH STREET,
SHEL EXT 4B4
SH ELTON: 60427-O ONN,0,EXT 400
BELFAIR:360-275 4467,EXT 400
Public Health & Human Services ELMA:360-4B 69,EXT 400
FAX:360d27-7787
On-Site Sewage System Permit: SWG2024-00278
APPLICANT LANPHEAR THOMAS F Phone:
Address: 1920 Hudson Street NW OLYMPIA,WA 98502
OWNER LANPHEAR THOMAS F Phone:
Address: 1920 Hudson Street NW OLYMPIA,WA 98502
SEPTIC DESIGNER Alex Paysee Phone: 360-426-1803
Address: 3083 E Mason Benson Rd GRAPEVIEW,WA 98546
Site Address: XX E Union Heights PI North
Primary Parcel Number: 322327590031
Permit Description: 4-bedroom pressure system
Permit Submitted Date: 06/20/2024
Permit Issued Date: 07/12/2024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (additional reaa my be reeuired upon rsrxrretion or system).
Permit Expiration Date: 07/10/2027 (based on dale of repodson)
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 DesignerlEngineer 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-request.php or call:
360.427-9670,extension 400.
OFFICIAL USE ONLY
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MASON COUNTY lM� —
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1920 HUDSON STREET NW OLYMPIA WA 98502 m
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XXX UNION HEIGHTS PL UNION WA 98592
NAYEOFOESIGNER PIpNE I N
ALEX L PAYSSE 360426-1803
NAMEOFINSTALIFR RL'JNE O I IV
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PERMITTYPE(e .j CC�� DPoNSNGNMTERSCI O
®RESIUENTIALOSS GICOMMUNITWOSS LICOMMERCIALOSS E:PRNATEINDIVIDUALWELL EIPRIVATET PARWMLL 2 IN
TYPEGMORX(s —) 7 PUSUC WATER SYSTEM PUD 1,UNDR
ff NEWCONSTRUCTION/UPGRADES 51REPAIRIREPIkCEMENT OTHERDETALSJW &Uat ❑TABLE IX REPAIR IV
SUepMmuS O SURFACING BEARDS ❑EXISTINGFAIWRE OSHOREUNE
fK DESIGN FORM(REQUIRED) IRSEPTIC DESIGN(REQUIRED) BEDROOMS LOT WE r IN
FjNNIVER(S)(IFAPPUCABLE) FOUR 1.16 I '
DIRECTIONS TO SITE AND 51TE CIXUNTICNS to k[AeOpile)
FROM SHELTON HEAD OUT BROCDALE RD. TOWARDS UNION. CONTINUE STRAIGHT
ONTO MCREAW RD. FOLLOW PAST GAS STATION TO LEFT ON UNION HEIGHTS DR. r
UP HILL TO INTERSECTION, RIGHT ON UNION HEIGHTS PLACE NORTH. LEFT ON o 0
FALLING STAR LN. LEFT ON ACCESS, JUST BEFORE PRIVATE DRIVEWAY. PDI SIGN
POSTED, SEE SITE PLAN.
91TlYD9TlEF{A(NiEO fRq/YAM ROAD ANOTESTHOI£SYUST BEFUGDlD1NIN ildl MOfl MIYBERS I f
OFFICIAL USE ONLY BELOW THIS LINE
UFGRACEIFMWRESOURCE(Mnpatilgpupae)
OVOLUNTARY OMAINTENANCEIPUMNNG [3 BUILDING PERMIT QHOMES<LE QCOMPLNHT OOTHER:
INEPECTOR.LLO04 CLMMENS/CCNgTIONS
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SDILCDDES: REWRp[RA.W AND INSTALLATION RERHT
V.WE G=GRAVE. S=SWD L=LOPE M-SILT C=CIAY E=.REMELY R=ROUTS REWIRED FOR FINALAPPROVAL.
IRE GTE APPUCATICN EX%RATION DATE APPLIG APPROYEO'ISSUM. DATE
NSP $IONATII
THIS FORM MY BE SCANNED AND AVAILABLE FOR PUBLIC WEN ON WE MASON COUNTY WEBSITE REVSEDIV7QME
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 2 2 3 2 - 7 5 - 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 forts may be scanned and available for public view on the Mason county Web site.Maximum papersiae: 11"X 17"
a/ —�yPARCEL IDENTIFICATION
Permit Number: SWG yZ l L0Q2- d Designer's Name: ALEX L PAYSSE
Applicant's Name: THOMAS LANPHEAR Designer's Phone Number: 360-428-1803
Mailing Address: 1920 HUDSON STREET NW Designer's Address: 3083 E MASON BENSON RD
OLYMPIA WA 98502 GRAPE lI WA 98546
city State zip city Stale zip
Treatment Device
O Glendon Biofilter ❑Sand Filter ❑Mound ❑Send Lined Drainfield ❑Recion lating Filter,Type:
❑Actable Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfleld Type
❑Gravity EfPressure fiftrench ❑Bed f]Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 / Schedule/Class SCH.40 —
Daily Flow:Operating Capacity 360 gpd Length 67 ft
Daily Flow:Design Flow 480 , gpd Diameter 1.25 " in
Septic Tank Capacity(working) 1500 _ gal Number 4 '
Receiving Soil Type(1-6) 4 r Separation 10 ft
Receiving Soil Appl.Rate 0.6 i gpd/ft' Orifices
Required Primary Area 800 fir Tom]Number of Orifices 56
Designed Primary Area 804 e W Diameter 3116 in
Designed Reserve Area 804 ftr Spacing 60 in
TrenchBed Width 3 ft Manifold
TrenchBed Length 268" ft Schedule/Class SCH.40
Elevation Measurements Length 32 It
Original Drainfield Area Slope 5 % Diameter 1.25 in
New Slope,If Altered 5 % Preferred manifold configuration used? IiYes O No
Depth of Excavation Up-slolx 11 in Transport Pipe
from Original Grade po.�,-slope 9 in Schedule/Class SCH.40
Designed Vertical Separation -24+ in Length <100 ft
Gmvelless Chambers Required? ❑ Yes 16 No D Optional Diameter 2 in
Pump Required? Ed Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice c5 ft Doss quantity 80 gal
Dminfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500i gal
Uppermost Orifice EfHigher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity Q Total Pressure Head 33 gpm RITimer Sitlapse Meter RrEvem Counter
Calculated Total Pressure Head 17 it If Timer: Pump on 1.2 MIN ,Pump off 4 FIRS
Comments 71
'DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 2 2 — 7 5 — 9 20 0 3 1
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
RJ Test hole locations IZ Drainfield orientation and layout Reference depth from original grade:
la Soil logs Rf Trench/bed dimensions and Rf Septic tank
Ib Property lines critical distances within layout EX Drainfield cover
m Existing and proposed wells E6 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 16 Septic tank/pump chamber and restrictive strata:
19 Measurements to cuts,banks,and locations 19 Laterals,trench/bed,top and
surface water and critical areas Eg Observation port location bottom
19 Location and orientation of Eg Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Rf Manifold placement ❑ Sand augmentation
components IZ Orifice placement Other cross-section detail:
In Location and dimension of Ed Lateral placement with distance Rf Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
Ib Buildings Rf Audibletvisual alarm referenced Yes No
In Direction of slope indicator R1 Scale of drawing shown on scale Ed Design
❑ staked out
Ib Waterlines bar ❑ [if Recorded Notices attached
lif Roads,easements,driveways, ❑ Rf Waivers)attached
parking 9 ❑Pump curve attached
lid North arrow and scale drawing ❑ [if Evaluation of failure
shown on scale bar Non-residential justification
❑ 1f Waste strength
❑ If Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation 56 Yes ❑ No
.rY(R_ /ie C0
Signa re of Date goer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
I compliance with state and local on-site ula'ons:
7//z/7oay
EnAronmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. Y/- /_
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I//�
✓ 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
169'-1" a __ ____
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UNION HEIGHTS PLACE NORTH — 7jll-
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1 '1 (HOME•GARAGE I FUTURE WATERLINE
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AN ASBUILTI INSTALL SIGNOFF FEE MALL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, W G CUSTOMER TI$7MAS LANIPI EAR TEST HOLE 1, TFST HOLE z TEST HOLE 3:
PARCEL x 32232-7590031 D37 GSL 03/G9. P32 G9.
371COMP/TILL 37+L~TSL 32�C WlTIL
SEPTIC DESIGNS ADDRESS: )=LI lION HEIGHTS PL ROOTS®37 R�11037�=.W1103
3083E MASON BEWN RD. GRA IEW,WA 9A546 DESIGNER: AIEX L PAYSSE
OFFICE-360-4261803 FAX-360-427-2353 SHEET. SEIEPLAN SCALE F=40
OB PORT Bt CLEANOUT
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TRANSPORT LINE AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC CLLSTOMER THOMAS IA VPHFAR TAT HIE I: TEST HOLE 2 TEST HOLE 3:
PARCEL t.32232-7590031 37.CO. 37+ G9. 32. O
3A CJM1iP/'IUI. 37+CJ.MP/TII, 32+COMP/TILL
SEPTIC DESIGNS ADDRESS: X: LMONHEr.I IMPL ROOTS 0V ROOTS@37 RJJTS@33
3083EM NBEI SO RD. GRAPEVIEW.WAN5 DESIGNER: ALFXL PAYSSE
OFFICE 3604261803 FAX-360H27-2353 SHEET: DFDEULL. SCALE P=10• "".ff-`°"^"°�"'�"'•�Z' TO
OB PORT
SANDY FILL p
MATERIAL � C/O FINISHED
TO COVER b°+ r GRADE
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ORIG.
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CLEAN' E ,
WASHED
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CLEANOUT ORIFICE DIST,TO 15T
LATERAL# LENGTH(FT) SPACING R ORIFICES ORIFICE
"ORIFICES@12:00 1 s u 12
W/ SHIELDS 2 05 is 12
3 0 5 14 II
MM
C u 5 u 12
Q0. IOTALLATEMLIENGTN 3E0
SWEEP TOTAL#ORIFICES 59
ORIFICEOIRPIJT ass
GPM mm
GLUED TEE
RISER/LID OR
VALVE BOX PWSECTION IENISTmi m FEEDER TOTAL ORIFICES HEAD(m
DNE LEN6Ix
AD)U5T 2•TRANSPORTPIFE 00 NA NA 0 1##
TO # OF
LATERALS LATERAL91 v 3 7O 14 an
ATERAL02 0 u A 14 DM
ATEML#1 67 22 19 14 an
ATEML## 62 32 99 u L01
TorgLPRlrnory Loss 5.31
CHECK BALL CATION CW1xGE s
VALVES RESIDIALNEAD 2
VALVES Loss THROHTTINGS s
(AS NEEDED)
TOTALDRNAMCHEAO 1 12.31
PIONEER DIGGING, INC 1CLETOMER- THOMAS LANPHEAR TEST HOLE L TFST HOLE 2 TEST HOLE 3:
o-37 GSL 0-37 GSL o-32 G9.
PARCEL#.32232-7590031 37+COMP/M. 37t COWITILL 32+COW/M
SEPTIC DESIGNS ADDRESS )=LINION HDHTS PL ROOTS 037 ROOTS @37 ROOTS@32
3063EMASONBEN4lNRD. GRMEVIEW,WA983s, DESIGNER: ALE(L PAYSSE
OFFICE-36a4261803 FAX-3604 2353 SHF.EI': DFDE-FALC2) SCALE NA »'av w.o,.emo����owsEreM.sv�ri..�
24'RIBBED RISERS W/BOLTON WATER-TIGHT LIDS
CLEANOUf VSE RISER LID ADAPTERS WITH NO GASKET LIDS
L..
FINISHED GRADE
WATER,nGHT
JOINTS
S
INLET
OUTLET
7
7WO WAY TEE
WATER-TIGHT .i 4 O51
JOINTS EFFLUENT
FILTER
TANKS MUST BE
ON STATE DOH f3W C LLONWA7ER77GHT
APPROVED LIST CONCROFSEV77C TANK
OF SEWAGE Y, i
TANKS
PUMPTANKS -• ' ��
OVER 1000 GAL
REOVIRESTWO
ACCESS RISERS « -`r r,•. "r`•' •••�• r."" �'.•- '`', nme
TO GRADE
PVMPTANK5 AOVAWORKS
LOCATEDATHIGHER CONTROL PANEL
ELEVATION THAN W/TMEREVWCWNTER EN�iu�s+orx wne r24"RIBBED RISERS
DRAINFIELDMU5i &HWRMMR nucenseoeseacicwn I W/WATER TIGHT LIDS
HAVEANTI-SIPHON V
DEVICE INSTALLED. FINISHED GRADE
esscmrA�mnwi.
TRANSPORT LINE
INLET UNION&BALL VALVE
1500 GAl10N WA7ER77GHT
CONCRE7E%/MGTANK
(28 GAL./IN.)
WATER-71GHT
JOINTS
PRESSURE TRANSDUCER CHECK VALVE
(OR FLOATS)
USE TANKS FITTED
W/CAST IN WATER
TIGHT FITTINGS FOR USE RUBBER
INLET/OUTLE5AND PUMP BUCKET: GROMETS FOR
CAST IN RISER BUCKET HEIGHT MUST BE TRANSPORTLINE
ADAPTERS TO AT LEAST HEIGHT OF PUMP AND ELECTRICAL
ENSURE WATER ON RISERS MAKE
TIGHTNESS SURE ALL HOLES
ARE WATER-TIGHT
CUSTOMER: THOMAS LANPIiFA L SGVENA
PIONEER DIGQNQ INC PARCEL x.32232-754MI IN5TALLTANKSON ORIGINALOR
SEPTIC DESIGNS ADDRESS:X00(UNION HEIGHTS PL COMPACTED LEVEL SOILS. RUN CROSS
"3EMA80NBF315ONR G EVEEWVwA98516 DESIGNER: AID(LPAYSSE CONNECTIONS INTO ORIGINAL SAILS TO
OFHCE-3609 IW3 FAX-360- KS 4272353 SHEET: TAN SCALE NA AVOID SETTLING.
Inatallotion&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 prior to 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 maybe 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.
5.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.ATU,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
andlndustries. 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 loft 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 30ft downslope and 30ft 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 verity satisfactory operation. The system owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance
information,refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval.
14.System owner should be cautious of landscaping around septic components. Root intrusion
can cause premature failure of the drainfield area. In addition,bushes and trees should be kept
away from lids and other septic maintenance points.
15. Changes made at time of installation may impact designer calculations,pump sizing,and
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.
PIONEER. DIGGWG, WG AR OEL`tE ';N' L AU a;M„g
SEPTIC DESIGNS ADDRESS: X%X UNION HEIGHTS PL
3083EMASONBBNONRD GKVFVIFW,WAWW DESIGNER. AM L PAYSSE
OFFICE 36042151803 FAX-360i27-2353 SHEET: NOTES SCALE' NA