HomeMy WebLinkAboutSWG2022-00629 - SWG Application / Design - 12/29/2022 (2) 584
MASON COUNTY 415"6THELTON: ,SHELTO7 ,EXT 400
SH STREET,
,SHEL-96Tq EXT 400
rot
1. BELFAIR:360-275-4467,EXT 400
. i- :: Public Health & Human Services ELMA:360-48F822-5269ava400
On-Site Sewage System Permit: SWG2022-00629
APPLICANT ARAUJO AARON & ROBIN Phone: 360-229-4567
Address: 1230 E GLENWOOD AVE FULLERTON, CA 92831
OWNER ARAUJO AARON & ROBIN Phone: 360-229-4567
Address: 1230 E GLENWOOD AVE FULLERTON, CA 92831
SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255
Designs Inc.
Address: 171 E VUECREST DRIVE UNION,WA 98592
Site Address: 361 E Saint Andrews Dr
Primary Parcel Number: 321275100193
Permit Description: New 3BR SFR-Nuwater
Permit Submitted Date: 12/29/2022
Permit Issued Date: 11/02/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $820.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/11/2026 (based on dale of inspection/
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 Drain field 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: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY —
^ —
- -
MASON COUNTY PUBLIC HEALTH DA""`LNLD I i • �� • a1 w a
ONSITE SEWAGE SYSTEM APPLICATION AMGUNsto • tra ML,rf1___ o m
415 N 61h'treeG91d98I Sheton WA 98564 co
Shelmrc360-427470 eLl 400 Ile11a.360-215-M67 nt 400 SWG an _� ."4 O °
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APPLCANT IPHONF D p
AARON/ROBIN ARAUJO 714-615-3786 m n
mmUNG S-STREET OTY STATE DP C.CSF r
1230DEBGLENWOOD AVE FULLERTON CA 92831 3
EN L ADDRESS-STREET C TY.Zip CODE c
361 E ST ANDREWS DR SHELTON WA 98584 A
ME OF DESIGNER imfEteLiati.MIDNE ( W
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NAME Cr INSTALLER
PHONE IN
TBD
CHECK;LTAPPL CABLE ITEMS CRINIINC WATER SOURCE 0—
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p NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL VVELL ELS IN
O REPLACEMENT SYSTEM 0 NSTALLATION PER NIT ONLY 0
PRIVATE TWO-PARTY WELL =
❑ TABLE 9 FEMUR 0 SINGLE FAMILY tl COMMUNITYIPUBL IC WATER SYSTEM J
• TAN 4sI ONLY 0 COMMERCIAL SYSTEM NAME LACE LIMERICK MS
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CIUPGRADE TO EXISTING 0 OTHER _ - - BEIIRJI:MS LO'9ZE
❑ EXISTING FAILURE "Record Omrpnwl^E 3 80'X155' m If
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',wE-a ONE TO SITE_eE SPECIE c AND.,,ns=oE ANY usw ;ry eDrceDATrLN ocRACCESS r..ccx•d mA) 0 '
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TURN RIGHT ON ST ANDREWS DR(BY THE FIREHALL), GO .36 MILES, PARCEL IS ON
THE LEFT SIDE OF STREET. FLAGGED ONJTHE ROAD. I I o
SITE MUST E FLA ED FROM AWN ROAD AMO TEST MOLES MUST BE FLAGGEDMTN rem SOLE MANNERS I CO
OFFICIAL USE ONLY BELOW THIS LINE ----- -----------"'----'
UPGRADE I FA!LURE SOURCE Ibl .wore PIVSe:I 1qq1II ,NN,I1BB''
o VOLUNTARY O MA,NTE NANCE, 0 eu:LOIN,:PERMIT GNOME SALE ❑OOM' j.,LL1'CM ���
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THIa, Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE / iI REVISED'e',OCte
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 7 — 5 1 — 0 0 1 9 3
A design will be reviewed when 3 conies 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. '-Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17"
;> > - PARCEL ID$NTTFIGATTDN
Permit Number: SWG 2022-00629 Designer's Name: Arrow Septic Designs,Inc
Aaron Araujo Desi e s Phone Number (360)893-2255
Applicant's Name: gn r'
Mailing Address:
1230 E Glenwood Ave Designer's Address: 171 E Vuecrest Dr
/-7- �� �� - ' Fullerton CA 92831 Union, WA 98592
' 1�LLIXka \ City State Zip City State Zip
:�� /�-- ,J, _ t DESIGNPARAMETERS
Treatment Device
0 Glendon Biofilter ❑Sand Filler 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
'Aerobic Unit Make/Modet Nu Wafer BNR-500 ❑Disinfection Unit Make/Model Other:
Drainfield Type
0 Gravity liei Pressure fi ''french 0 Bed ❑Sub Surface Drip
Septic TankfDrainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 40 ft
Daily Flow:Design Flaw 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) NuWater BNR-500 gal Number 5
Receiving Soil Type(1-6) 4 Separation 5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft'- Total Number of Orifices 40
Designed Primary Area 600 ft'- Diameter 3/16 in
Designed Reserve Area 600 fte Spacing 60 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length header ft
Original Drainfield Area Slope 0-1 % Diameter 1.25 in
New Slope,If Altered 0-1 % Preferred manifold configuration used? fir{Yes 0 No
Depth of Excavation Up-slooe 9 in Transport Pipe
from Original Grade Down-slope 9 in Schedule/Class 40
Designed Vertical Separation 16+ in Length 70 ft
Gravelless Chambers Required'? 0 Yes 0 No EPSOptional Diameter 2 in
Pump Required? IS Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 4
Dill, in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 90 gal
Drainfield Squirt Height'Selected Residual(head) 2 ft Chamber Capacity(flood) 1,ODD gal
Uppermost Orifice PeHigher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @a Total Pressure Head 23.6 gpm timer gElapse Meter lRf Event Counter
Calculated Total Pressure Head
13.64 ft If Timer: Pump on 2 min 7 pump off 6 hours
Comments ... 1
1.OVo
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 2 7 — 5 1 -- 0 0 1 9 3
Permit Number: S W G 2022-00629
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
g Test hole locations li1i Drainfield orientation and layout Reference depth from original grade:
O Soil logs 1111 TrenchThed dimensions and Ri Septic tank
• Property lines critical distances within layout Z Drainfield cover
Hi D-Boxalve box locations
O Existing and proposed wells N Reference depth from original grade
within 100 ft of property Iiii Septic tank/pump chamber and restrictive strata:
0 Measurements to cuts,banks,and locations 61 Laterals,treneh/bed,top and
surface water and critical areas gi Observation port location bottom
❑ Location and orientation of I7j Clean-out location 0 Curtain drain collector
curtain drain and all absorption Hi Manifold placement 0 Sand augmentation
components Hi Orifice placement Other cross-section detail:
liti Location and dimension of Iii Lateral placement with distance Hi Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
Ib 'a referenced Hi Audible/visu Yes No
el Direction of slope indicator Hi Scale of dr n on scale PJ 0 Design staked out
g Waterlines bar ; ❑ g Recorded Notices attached
gi Roads,easements,driveways, _ a. •, F,'} ❑ of Waiver(s)attached
parking , ,' '1:bin Hi 0 Pump curve attached
Ri North arrow and scale drawing J 0 lr Evaluation of failure
shown on scale bar :,y$ Sou149 t� Non-residential justification
6PAULA JOY JOHNSON
j .tiCFNSg0UE5iGHEM" 0 el Waste strength
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rtwlnea itx 0 El Flow
DESIGN APPROVAL
The undersigned designer mus otified by'-istaller at time of installation Et Yes ❑ No
�Q �fl✓� I 0 —I 3- 7,3
Signature of Designer Date
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 I regulations:
di_ Wt(ma I1-7-23
En friar Health Specialist Date
CAUTION: DESIGN APP: I VAL 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: 1—11--24
V 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
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�a,��vIS- A. 1ic" '_ etailed Drainfield Layout
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a 6• Per Lateral. 1st & Last Orifice
/ 30" From End of Trench
( ' Screw-On UP
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/Restrictive Lays __
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Drainfield Cross Sectio Viowp R 0 V Dal - Cleo, Out
Not To Scab f
. P. Note: Cleavrt :e be from 0 te 6 manes tem
Nall a • me.vvatan Part NOV 0 2 2023 :, _: F..sea Grade. mars ends with Rear Out
Ta es i PVC Pipe tram Bottom of Trent Reared at Me End of Eacn Lateral'
To riu.e Gra
te. Femovdb Cap shall be ii 0 .'UiN T I EP `l t U Lu.-Eg G"1
Ine'"" +n °"a"°"°" Port PF+ `"Cher BVN Arrow '
On Satan am GluetHl r A r r o w e Septi,z, Designs
MAW" + 5 Tea: Regret c Saar 4 -10 C360) 898-2255
Length Length Orifice # Distance from Distance from
Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout3 (In.)
1 480 40 60 8 30
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2 480 40 60 8 30 30
•
3 480 40 60 8 30 30
4 480 40 60 8 30 30
5 480 40 60 8 30 30
- Total Lateral Length 200 40 I GPM = 23.6
`Total#Orifices
Dynamic Head Calculations
Selected residual pressure: 2 ft.
Length (Ft.) #Orifices
Transport Pipe 70 40 0.70 ft.
Feeder Total
Lateral Line Length
Lateral#1 40 2 42 8 0.15 ft.
Lateral#2 40 7 47 8 0.17 ft.
Lateral#3 40 12 52 8 0.19 ft.
Lateral#4 40 17 57 8 0.21 ft.
Lateral#5 40 22 62 8 0.23 ft.
Total Elevation Lift 10.00 ft.
Total Dynamic Head IADWITH GASTIGHT L u
SECURED ETER 13,04 {t ,
24° KMER SERVICEACC is_ _ waveiu�
FINISH awe
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LiCENSEhnEsiGHa " WAC chapter 24. 7 d
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svi»ems
anks aired by
Septic Tanks must meet standards req . -TV R �� ',_
manufacturer must be on Dept of Health list of registered sewag,'
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Pete 35 of65 IhSO^ p.- -.
]37- 1 g
• Bronze construction available(139 series)
?#'t • DHoubLe
sat si aila osl
• Double shaft seal versions available for added protection
Flow-Mate on models 140/145.
For more information,see Technical Data Sheets FM27S2 FM2783.
In high head dewatering or effluent
applications where pumping g
performance is critical, this robust 2— _-._ _. f a "'",°w°e[R`o�„w,;;LfOE
family of pumps is known for reliability, " i
durability and performance. These _ - -
pumps are especially suited for harsh r
environments.Zoeller's cool run design i U!':
and corrosion-resistant powder coated - a __ C
epoxy finish add up to a long-lasting, 1
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trouble-free product. V
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APPLICATIONS: t 1 �.
• STEP or onsite applications I.
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• Water transfer 11 11 Z'
• Light commercial dewatering , y:
SPECIFICATIONS
• 1-1/2"N rouhI discharge �@
HP through 3 HP �M•A•DEEIINN THE USA \�
• Available in automatic or nonautomatic utlXg1111 EPO tN6r
• Model 13T.139.140:1/2 (12 mm)spherical solids -
capacity with vortex impeller — ` ' ` a " ` ' " '
• Model 145:3/4"119 mm)spherical solids capacity with >-. •�
vortex impeller ums.
1 151 -15 f t =;
PUMP PERFOgCQANCE CURVE
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Dose-Mateov RittO`l A,4hl MODE o7 52/153
This is our fastest growing line of effluent 14- u 153 1
pumps.The 15O seriesistrulyaworkhorse
designed for reliability under extreme 12- ao
conditions in an effluent environment 1. 1.
15O series pump curves cover a wide range ` ia- e� 152 -
f
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are well
cotrun
caressed epoxy finish,corrosion-resistant,
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applications with low pressure pipe(LPP)
a
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and enhancedflow STEPS stems Zoeller's
coot run design and corroson-resseant 1
powderP Y
to the hermetically sealed, oil-filled motor s -
and non-clogging vortex impeller add up to `
a long-lasting,trouble-free product. / 1 "
APPLICATIONS: ' o
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• STEP or onsite applications
MADE/IN THE USA _ r 70 e0 sa ma�o io
• Light commercial dewatering en:mes
SPECIFICATIONS: LITERS
o o 10 160 100 C.E.22Pa 320 3%
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• 11/2"NPTd discharge �m f
• 3/1O HP through1/2 HP ((�� I q
• Available nautomaticorwitha variable level INOV 0 2 2023 •
piggyback mechanical switch
• 1/2"(12mm)spherical solids capacity with vortex tn'N C ) /t1 r '• _ -
thermoplastic impeller :MIN
For more information,see Technical Data Sheet FM2784.
All rights reserved. ZOELLER PUMP CO. I 502-778-2731 I 8OO-928-F86F I zoeLLerpumps.com 9
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•J 2 STONE-FREE NATIVE SOIL
OR COMPACTED SAND
INSTALLATION INSTRUCTIONS OVER STONY SOIL
IO
1)Excavate tank hole with vertical walls Po 1 foot lamer than
tank on all sides.
2)If bottom of hole is stay.install 3'of compact sand&level .),_- 4z t
Out WIN screed. _
3)Install tank in center of hole,keeping 1 P void space on
all sides. I I zr SLOWER--- I
24'RISERS CtYP)
4)As tank is filling win water,fill in void space with=Mead I L / {nousio LI ' I
granular(sandy)aalfree of large dumps ofty. / \ ( \ roPo a \ I
5)install rest of system.&affix risers to adaptersvapl \
6)Perform watteerrbl'ghtness test rn field as required by local i 2 4
)unsdiction. �12'RISER
7)Upon approval to barkfill,carefully backfill with native I
soils over top of tank. p nrnFSTFR rF3i I
8)Final grade pre surface to avoid chanelingsu e$9B
water toward tank. 1 T `— —J —k
k. NOV 9 2 2023 or
TOP VIE
R;�.°,* AEROBIC IFIBEATMENT TANK DETAIL FOR
dis4-4 .i NuWATER BNR-500 TREATMENT UNIT
Shit ENVIRO-FLO, INC. REVISED- 3/01/12
� Wastewater Treatment Technologies
`O'•�..,..or'g P.O.BOX 321161,Flowood,MS 39232
seas
(827)836,9476 (601)8454716 fax
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PARTS LIST NuWater NR Assembly Diagram
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A DUAL PORT AERATOR M.PO_Y DIFFUSER BAR 12
9.it RUBBER 99°WI CLAMPS(2) N 1"PVC 1312"SEOTJON)
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F 1/TRP ELBOW(3) R. PVG PPE BY:NSTALLER
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_ 1"COUPLER(BY INSTALLER .:Jli 1'E F I - _ .
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INSTALLATION & MAINTENANCE a9
Pressure Distribution Systems PAULA JOY JOHNscH
8.\., .cxtretl UKSSYGNEH"
�naesii.`l LT--
1. Install Laterals with contour of the ground.
2. Install trench bottoms level.
3. Install locator tape or rebar at each end of all drainfield laterals.
4. Install observation ports as indicated on the plot plan. One required at distal end of each
lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue
"T"to bottom so Observation Port cannot be easily removed from ground. Install
removable cap on top of port at final grade level.
5. Install drainfield during dry weather and soil conditions; any soil smearing must be
eliminated by hand raking.
6. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches
of finished grade and be marked with locator tape or rebar).
7. Install audio/visual high water level alarm. Redundant off switch not required.
8. Install check valve in pump outlet line to prevent system from draining back into the
pump chamber.
9. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock.
Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure
test and Environmental Health Dept. approval, turn orifices down(6 o'clock) and glue
laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position
in lieu of turning the orifices down to the 6 o'clock position.
10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above
natural grade, run the filter fabric at least 2 inches down the trench wall.
11. Encase all water lines within 10' of drainfield and under any driveway/parking areas.
12. Divert all storm water runoff away from on-site sewage system.
13. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge
of the drainfield and reserve area.
14. No vehicular traffic over drainfield area.
15. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed.
16. All materials and workmanship must meet County and State regulations.
17. Deviation from this design without prior approval from the Designer and Mason County
Environmental Health Department will make this design null and void.
18. All manhole lids and access, sampling or inspection ports must have locking covers and
be located at ground level.
19. All pressure systems with a pump chamber outlet higher than the drainfield must have a
1/8"hole drilled in the discharge pipe above the pump to prevent siphoning.
20. All transport lines under driveways or parking areas must be encased to prevent crushing.
21. Homeowner is responsible for all property lines-
22. Please Note: When you begin using your septic system, contact your septic installer to
discuss setting up a schedule for your required Opera n & Maintenance on your
NuWater pretreatment system. p p R oi'
NOV Q 7 2U%; sa t..
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