HomeMy WebLinkAboutSWG2024-00289 - SWG Application / Design - 7/2/2024 ® MASON COUNTY 415 NeTHELTON:STREET,SHELTO70.EXT 584
SHELFAIR 3604754,160,EXT 400
BE ELM:38041IM287,EXT 400
Public Health & Human Services ELMA:3eo-4azszea,Exr4Do
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00289
APPLICANT SUAREZ ET AL MATTHEW A Phone: ,
Address: TANYA S DELISLE GRAHAM,WA 98338
OWNER SUAREZ ET AL MATTHEW A Phone:
Address: TANYA S DELISLE GRAHAM,WA 98338
SEPTIC DESIGNER PAULA JOHNSON' Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
SEPTIC INSTALLER JOHN GILLILAND' Phone: 3604898-4388
Address: 1510 E MCREAVY RD UNION,WA 98592
Site Address: 8174 W Matlock Brady Rd
Primary Parcel Number: 619184290003
Permit Description: 3-bedroom pressure system
Permit Submitted Date: 07/02/2024
Permit Issued Date: 07/30/2024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 codd.doreusos nnay ba r on.n,nnale1letionof§ynem7.
Permit Expiration Date: 07/17/2027 Ibaseb on dare of mseem�an7
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 Dre/nfie/d installation not to exceed designed ups/ope and downslope depth speed on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to ba"I of
system components.
5 Installer is responsible for obtaining Septic Designer/Enginser installation approval prior to
backfill of system components.
6 Mason CountyAsbuilt 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/healthlenvironmental/onsheloss4nspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY
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ON-SITE SEWAGE SYSTEM APPLICATION =
3 A
A
APPULANr PRONE m �
Matthew Suarez Mike Lovely (360)292-0909 Z
LINGADERESS,STREET CRY.SRTE.LP. 3
10608 192nd St Ct E Graham WA 98338 A
81SITEA74EWSTREET CITY DECODE
Matlock Brady Rd Elma WA 98541
XAMEDFDESIGNEt P(36
Arrow Septic Designs NDNE 98-2255
NAIVE CF IXS]ALIER ASONE I Co
County Line Development (360)292-0909 z
PERNIT TYPEf W6 , DPINANG NRi N RQURLE
Z FESIOENTIALOSS HCOMAUNRYOSS 1152LOMMERLIALOSS IFFRIMATEINDIVIDUAI.WELL GPRIVATE7WO-PARTYV -L Z I00
TyPEgvytilyX IrYnwal M PUBLIC WATER SYSTEM I
IE NEW CONSTRUCTION/UPGRADES FIREPNRIREPLACMENT OTHER DEnILS(nXctWlofAypry) C3 TABLE IAREPAIR I ?
6UMIRTAIB O SURFACING SEWAGE ❑IDUSTING FAILURE DSHORELINE
®DESIGN FORM(REQUIRED) SEPTIC DESIGN(REOVIREO) MAROOMS LOTfiRE 0 IN
pwAlvERcs1 GFAPPLIcnBLE) 3 BR 5.9 acres 0 '
DIRECTIONS TO SITE AND SITECONPIANS'.I.,.M l
Turn (R) onto W Railroad Ave and go 16 miles. Turn (L)onto Matlock-Brady Rd. Tum (R)at I o
small blue sign "8174". Another small blue sign "8174"on (R) by driveway entrance. r I o
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Yellow sign: "Suarez#8174" o
9IEYU9T BEMSDED f.PoYYAW RWO M'D IFST NOLESMI/STYERJDDED INTM IEd]XOIE MUYBERS I CQ
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE RI n ,R Wry N
E3VOLUNTMY E3WUNTENANC&PUMPING OBUILDINGPERMR E3110MESAIE QCOMPILAIM []OTHER
IFt'fFR67 TtH LOG6 y(IIF LCYANENT6/LONpT10N6
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SOIL ��( RELOROORFWiN5AX041STA1L4TgN REFCRi
V•VEAY G-GMVELLY 6=S0kND L=LOAM S=SILT L=LIAY E-E)TREMELY R=ROOTS REQUIRED FOR FINALAMXMAL
DA IN$ yGNATVflE� E APPLICATIONEXPIRATION DATE�O� AP APMOVEw ?o WT£
TNIS FORM MY B/E`ESSOANNED ANDAVAILABLE FOR PUBLIC VIEW ON THE MASON DOI WEBSRE REVISFD,]/1IA15
1
DESIGN FORM—PAGE ONE Assessor's ParcelNt�ber. 6 1 9 1 6 — 4 2 — 9 0 0 0 3
A design 'Scaled layout sketch,including all applicable items an checklist
will be reviewed whets 3 conies of each of the following are submitted:
r Completed design form that has been signed and dated -
'Scaled plot plan,including all applicable items on checklist 'Cross-section sketch,including all applicable,eras on 11 checklist
Ibleforpublicview, on Ne Mason CeunN Web site.Maximum Me,size /1X17'
Ibis tam maY be sonnee rr4 T1ON
Septic Designs,Inc
-7f174 —Q�ZO 7 Designer's Name: (360)898-2255
Permit Number: SWM�e,Suertrl—�� Ds�ces Phone Number.
Applicant's Name: 171 EVueaest Or
106N 192nd St Cl E Designer's Address: WA 9r92
Mailing Address: UV
0mhem WA 99336 Ci $fate zi
w�.s+ 'firtY.v; as
Treatment Device
O Glendon Biofilter ❑Send Filter, ❑Momd ❑Send Lined Drainfield ❑Rechoula rag Filter,Type:��
0 Aerobic Unit Make/Modtl ❑Duinfecdm Unit Make/Model
Other:�—
Drwi, ld Type [3 Bed ❑Sub Surface Drip
f�Prmsme Trench
❑Gravity Laterals
Septic Tank/Drainfield Specifications 40
3 Schedule/Class
Number of Bedroomsft
Daily Flow:Operating Capacity 270 gpd Length � .
n
360 - gpd. . Diameter 125 I
Daily Flaw:Design Flow 4
Septic Tank Capacity(working) 1,200 gal Number 9+ ft
4
Receiving Soil Type(Ifi Separation) Orifices
Receiving Soil Appl.Rate 0.6 gpd/fe 40
Required Primary Arta 600 ft, Tool NumberofOrMces
600 1lr' Diameter
in
rea
Designed Primary A 60 in
Designed Reserve Area 600 fY spacing
Trench/Bed Width
3 ft Manifold 40
Trench/Bed Length 200 R Schedule/Class
LmBth heatler ft
Elevation Measurements 1.25 in
Original Drainfield Area Slope 3 % Diameter
New Slope,If Altered 3 % Preferred manifold configuration used? 6(Yes ❑No
m Transport Pipe
Depth ofE..,,ation Vo-awa 40
from Original Orade ro,„,-dez � in Schedule/Class ��
24+ in Length 60 ft
Designed Vertical Separation2 in
Gmvelless Chambers Required? 0 Yes ❑No EdOptional Diameter Ding and Pump Chamber
Pump Required? Yes ❑No 4
P¢mp/9iphon Specifications Nurnberofdoses/day
90 gal
Diff.in Elevation Between PurcP&UPPermon Orifice 8 Dose quantity t,two gal
2 g Camber C=pac,(f�)
Uppmfield Orrifice Rf ighff Selected than PUMP
pip controls:Please check those required
Uppermost Orifice Higher ❑Lower th23.6 P u ff gTime, gEiapse Met= O(Event Caumer,
capacity Total Pressure Head gFm off Pump 6 tours
Calculated T. Pressure Head 14.04 ft If Timer. Pump on 2 minumS
Comments
l�
DESIGN FORM—PAGE TWO Assessor's Parcel Number:6 1 9 1 g — 4 2 — 9 0 0 0 3
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Iff Test hole locations 91 Drainfield orientation and layout Reference depth ifrom on
ginal grade:id Soil togs fij Tren ch bed dimensions and Ef Septic tank
Ib Property lines critical distances within layout if Drainfield cover
id Existing and proposed wells 19 D-BOX/Vatve box locations
within 100 ft of property ElfSeptic tanWpump chamber Reference depth from original grade
and restrictive strata:
❑ Measurements to cuts,banks,and locations
surface water and critical areas fi7j Observation port location 65 Laterals,trench/bed,top and
❑ Location and orientation of E9 Clean-outlocation bottom
❑ drain collector
curtain drain and all absorption Manifold placement ❑ Send Sand augmentation
components
19 Location and dimension of 61 Orifice placement Other cross-section detail:
primary system and reserve area Rf Lateral placement with distance 5f Observation portslcleanoms
0 Buildings to edge of bed Other Information
19 Ed Audible/vis renced Yes No Direction of slope indicator 16 Scale of
19Waterlines bar O ❑ Rf Recorded Notices attached
� ❑ Design staked out
Q;
bij Roads,easements,driveways,parking ❑ Ed Waiver(s)attached
t�'.'r*' `
13 ❑Pump curve attached
19 North arrow and scale drawing ❑ 16 Evaluation of failure
shown on scale bar % Non-residential justification
� �.P�AULA JOY JONNeON'. ❑ pr Waste strength
d$TS �"S' Cn 'I Ea•• ❑ 9Flow
DESIGN APPROVAL
The undersigned designer must be titled by installer at time of installation Ed Yes ❑ No
,7Z00 � " s_Z_�
Signature of Designer pate A PRA�,
The undersigned has reviewed this design on behalf of Mason County Public Health and deteimm¢¢�t{opepv z
compliance with stare and local on-si gulatiom: �`VV
jt1t 30�0
Envifortmental Health Specialist
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING COND ✓�J,�O1V�NrA(Y-
✓ The design is stamped"Approved'by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Data is: Ali
t
✓ 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 maybe scanned and available for public view on the Mason County Web site.
Updated Daze: 12/72015
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( 10) 3/16 Orifices 9 60. O.C.
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Length Length Orifice # Dias 'a o' Distaneefrom
Lateral# In. (FL S acin Orifices Feeder Line In. Cleanout In.
1 800 50 60 10 30 30
2 800 50 60 10 30 30
3 600 50 60 10 30 30
4 600 50 60 10 30 30
Total Lateral Len th 200
Total#Orifices 40 GPM= 23.6
Dynamic Head Calculations
Selected residual pressure: 2 ft.
Length(Ft) #Orifices
Transport Pipe 60 40 0.60 ft.
Feeder Total
Lateral Line Length
Lateral#1 50 2 52 10 0.29 ft.
Lateral#2 50 11 61 10 0.34 ft.
Lateral#3 50 20 70 10 0.36 ft.
Lateral#4 50 29 79 10 0.43 ft.
Total Elevation Lift 10.00 ft.
Total Dynamic Head 14.04 ft.
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High had version available(z45 series)
-- Double shaft malverstons available for added Protection
Flow-Mate onmodels 5.
Formareirdormcation.information.sea Technical Data Sheets FM1782,FM27e3.
In high head dewatering or effluent
applications where pumping
performance is criticaL this robust j E vueNNONwcactaw
wmmnme
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dumbli y and performs r e.These
durability and performance. These
pumps are especially suited for harsh �I
environments.Zoellers COOL run design {
and corrosion-resistant,powder coated
epoxy finish add up to a tong-lasting,
trouble-free product
APPucAnaxg:
• STEP oromke apptiotions Y9"
• wstertransfer §.
• Light commercial dewatedng 333
SPECIFICATION& �1�����•�/•
14/2-NPT discharge
1/2 HP through l HP rr,a1pApaEe�gat
• Available in automatic or nonatnomedc �IWnf�m
Model 137,139,140:1W(12 mm)spherical sA p a� ,
capacity moo vertex impet er -
• Model 145:3/4•(19 mm)spherical solids rapacity with O V C^ "
eximpNler `(f "°•' lax.vort
MAS0N CO J'J( 3 01014
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Dose-Matoo(. fQ0iVALE1yt MOD 757 57/153
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This is our fastest growing line of effluent +a N +
pumps.The 150 series is truly a workhorse
designed for reliability under extreme 12-
Conditions in an effluent environment
150seriespumpcurvescoverawiderange +° 16 IN
of applications. They are well suited to N
applications with low pressure pipe(Ur
and enhanced RmSTEP systems.Zoeller's ° as 1°+
coot run design and corrosion-resistant,
powder coated epoxy finish, in addition
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to the hermetically sealed,oil-filled motor +s
and non-clogging vortex impeller add up to
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Available in nonautomatic or whh a variable level
piggyback mechanical switch
1/2-(12 mm)sphencat mUds opacity vrith vortex
Memwpla nicimpeuer
For more itfomwdon,me Technical Data Shat FM2]84.
®ALL rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867I zoeUtrpumps.M 9
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TNCTAI.T.ATION & NLAQ MNANCE ,' sio.aas
Pressure Distribution Systems PAVLA E JOY JO NW,
'L'tL' tl SiNSON
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1. lastall Laterals with contour of the-Gpoansi
2. Lstall trench bottoms level.
3. 7nsisl locator*ace or*ebar at each end of ai dtainHeld laterals.
4. Install observation po^s as Lrdicamd on`.he plot pay. 0n.^rxlaued z!d&=T end of each
lateral in drainfeld with bottom extending to the dreinrock/native soil= i-^see. Glue
"71-''to bottom so Observation port cannot be easily removed 8pm ground Tna!a1l
removable cap on top of port at final grade level.
5. lnst:ill drain$eid during dry weather and soil conditions, my soil smee-:ng must be
eliminated by hand rev;. g
6. Install threaded clean-ours at the enc.of aU laterals (cap mst ex`tand t;within six in:heal
of finished grade and be messed with locator tare or rebe,
7. iesiall audio/visas high water level warm.
S. Instal 1/8"mesh non-cormsive pump screen(min. 12 sq. th stirface area,net to interfere
with controls or$oast) Or pump Baleen may be vubstituted with Bio-Drub e in septic Mk.
Poll bio-mbe every, 6-12 montbs and fuuh beck+1-o
9. Instal ate-siphon valve above pi=p m pump chamber to prevent the p=p cnamber
from siphoning into the drainfield.
10.InSaI1 check valve_pmap cutlet line to prevent s;•ste*n from da'sing back into the
pmnp chamber.
11.lee to tee eoas�rcaon;etweeen!e*eris and man+Sold Wth GTL4ces omen=at Q O'C10Cx.
L^saP_"laterals to the mardt-Old with the orifM at 12 o'clock, (do not glue),after pressUrre
zest and Environments Heath Dept. approval,turn or5ees Sown(6 o'clock)and glue
laterais m matlLt"' 0`i&e shields t-y be;rse`t with orifices in the 12 o'clock position
3lieu of t Wing the oiifices down to 3e 6 o'clock position.
IT.Fiilter frbr c eq�ed over ;n xk n or to beck`t_ �_ ri he&gy,�ereno above
natural grade,,v,Itle filter,Abric at tea_st 2 inches down the teach wall.
13.5ncase all water vn lines '*.h:"a 10' of d=aia-fie?z and rmd:. a-y d=veway/Pa'Y g areas.
14.Divert all storm We'_—nmc away$pm on-mile sewage syrtem,
15.No cmtein drains aLowed wi hies 1C' ofhe
ofthe drainfield and reserve area sloes °or 30' of the doom-slope edge
16.Have the seotic tank and pump chamber pumped or inspected ev„—,y 3 to 5 years.
17.No vabicuI&,trai3e over dm etc area
I8.Inspear Roast clean nktws, and test high wart-Ievel slam very 6-12 mon1hfe as_ended
l9.All materials and wo--it g ahip mrsr meet County and State re.gulatons.
20.Dev ator fro=f st design w fo_r prier arrprovs from a Des�er and yasoa Coanr,
Environmental Health Department will make this design nr,_and void.
23.All Manhole lids and aceess, sampling or inspeccon poxes z=-usr have 1ocY, coves and
be located at ground leveL
22.All pressLue systems wlth a pump chamber o�et higher than the auainfield must have a
IV hole drilled ir-the discharge pipe above he vumP to prevent siphoning.
23.All tanspctt lines;order driveways or parking areas must bar encased to prevent-.thing.
24.Homeowner is responsible fur all property;yes. A p^
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