HomeMy WebLinkAboutSWG2024-00248 - SWG Application / Design - 6/4/2024 WA
MASON COUNTY 415N6SHELTON: 6S 27 ON, ,EXT Q4
SRELTON:360-275- 170,EXT 400
BE ELMA:360. 82-5269,EXT 400
Public Health & Human Services ELMA:360d82-5289,EXT 400
FAX:360427-7787
On-Site Sewage System Tank Only Permit: SWG2024-00248
APPLICANT SAARI SHERI J Phone: 808-652-6468
Address: 5091 E SR 106 UNION,WA 98592
OWNER SAARI SHERI J Phone: 808-652-6468
Address: 5091 E SR 106 UNION,WA 98592
SEPTIC DESIGNER PAULA JOHNSON` Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION, WA 98592
SEPTIC INSTALLER JOE FASSIO• Phone: 360-898-7286
Address: 170 E SPRUCE ST UNION,WA 98592
Site Address: 5091 E STATE ROUTE 106
Primary Parcel Number: 322325002002
Permit Description: Repair/Upgrade to TLB-3bd ATU with pump tank to gravity drainfield
Permit Submitted Date: 06/04/2024
Permit Issued Date: 06/05/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $265.00 (additonal teaa may Co now.ad own Iasteuadon or syarem).
Permit Expiration Date: 06/05/2025 (based on date of mapocfwn)
Type of Work OSS Repair
Components being Replaced: Other
Surfacing Sewage? No Existing Failure? Yes
Shoreline? Yes Horizontal Setbacks Met? Yes
Number of Bedrooms: 3 Drinking Water Source: Public Water System
Additional Details: Pump basin and Nuwater
Permit Conditions:
3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
4 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.
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/OR 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.
OFFICIAL USE ONLY
WR NNO
® MASON COUNTY -
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COMMUNITY SERVICES ANA - o 0
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ON-SITE SEWAGE TANK ONLY APPLICATION > z
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Sheri Saari (808)652-4648 ' z
MNLINGpODRE95-STREET CITY STATE.ZIPCAce = �
5091 E State Rte 106, Union,WA 98592 O z
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SITEA[CPE65-STXEEi.CRY.LIPCWE ? I W
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NAME OFDESIGNER PHONE I N
Arrow Septic Designs, Inc (380)898-2255 .o
NAME GF INSTALLER %ZONE Q N
Joe Fassio Excavatlng (880)4905519 H I CO
TYPE OF NORK I.W) NFINANG WATER SOURCE
0 NEW CONSTRUOTION I UPGRADES kREPAIR I REPLACEMENT ❑ PRIVATE INDIVIDUAL WELL D PRIVATE PARTY WELL 2 I N
COMPONENT(S)TOBERFF l9 PUSUCWATERSYSTEMRACED'IN$fALIED I �
❑BEFIT TANK ❑PUMP TANK ORV HOLDING TANK BEDROOMS LOT SIZE On
■OTHER 04B NuWAW BNR-W0&WHS PUMP CYINK" 9 .28 acres-90'WF m
r I O
OTHERDETAILSIaMCI0Mu800 TANK(S)SETBACK CHECKUST 0
0SURFACINGSEV0,GE ❑EXISTING FAILURE ■SHORELINE 0 1WFHPUBLILICOMMUNITYWELLS IO
SUBMITTALS E SOFT+PRIVATE WELLS,SURFACE WATERS.STREAMS.RIVERS
� PLAIN(REQUIRED) M TANK CROSS SECTION(REQUIRED) 10FT'DRINNNGWATER SUPPLY LINESPLOT
IN I N
PUMP DETAILS NFAPPLICABLE) DWpNER(S)(ff APPLICABLE) 1 ■ SFT.PROPERTYI EASEMENT LINES.FOUNDATIONS.FOOTINGS
IPLm RANCHE O CD
CKLST y
■ PROPERTYUNESANOEASEMENTS ■E%ISTINGI PROPOSEDSTHUCTURES ■EXISTINC>r PROPOSED OSS COMPONENTS AND LINES
❑ WEULSWTHIN1WFT D WATER SUPPLY LINES EDRIVEVAYS/PARKING 0SURFACE WATERS,STREAMS.RIVERS.ETC._
■ DIRECTION OF SLOPE/CONTOURS O PERIMETER(CURTAIN DRAINS ■NORTHARROW ■SCALEBAR
P N
OIRECTIONSTO STEAND SITE CONDITIONS:1.KKYM PIA)
Go up Northcliff Rd hill and go (R) at the traffic light onto E Brockdale Rd. Continue on E
McReavy Rd. Follow all the way to the and in downtown Union. Go Left, house is right next
to the public boat launch behind the Marina building on the Canal side. #5091 with garage
near highway and paved driveway.
dOFFICIAL USE ONLY BELOW THIS LINE M
UPGRADE/FAILURE SOLRCEIbteFgmp WTNMa) ((V
❑VOLUNTARY D MAINTENANCE/FUMPING BUILDING PERMIT DHOMESALE DCOMPIAINT DOTHER: L'!
CAMMENTS ICONDTIONS JUN 0 4 2024
By
SEYAGE TANKS MUST BE LISTED UNDER WH'LISTOFR ISTER SFED ETN. BW TANKS MV6T MEET CVRNEM MINIMUM$1.RED SEOVIPPED'h1TH flI5ER5
AND NDSTOSURFACEAND INCLUDE AN EFFLUENT FILTER(IF MFLICASUEI, RECORDORAYANGANDINSTMNTION REPORT REQUIRED FOR FINALAPRWVAL.
INSPECTORSIGNATUR1 E— DATE I APMIGTION EXPINATI S� APPUGTION APPROVED1 ISSUED - DATE
THIS FORM MAYBE SCANNED AND AVAILABLE FORPUBuC AMON THE MASON COUNTYWESSITE RENSEDTNFNI9
i
Arrow Septic Designs
171 E.Vuecrest Dr.
Union,WA 98592
June 3,2024
Mason County Department of Health Services
415 N 6th St
Shelton,WA 98584
RE: Sheri Saari Property(Parcel#32232-50-02002)upgrade for garage conversion to ADU
Dear Inspector:
Attached is a tank permit package for a property located on Hood Canal at 5091 E State Rte 106,Union,
WA. The existing 2-bedroom house was built in 1953 with a remodel in 1989. There are no original
septic records,but the existing 3-bedroom gravity trench septic system is assumed to be from the same am
as the original house and consists of(2)64' gravity trenches,for a total of approx.384 s.f. The existing
drainfield is approx. 75' from the bulkhead. In 2008,the original septic tank was replaced with a 1,200
gallon 2-compartment concrete septic tank.
The owner plans to convert the existing 480 s.f.garage into a 1-bedroom ADU and tie it into the existing
septic system.According to the Mason County Environmental Health Building Permit Policy,this would
be classified as a Low-Impact Expansion because more than 200 s.f.of living space is being added
without adding any bedrooms. in order to meet the requirements,we are proposing the addition of a
NuWater BNR-500 pretreatment tank to meet Treatment Level B. The existing tank can be used as a
pump chamber to time-dose to the gravity drainfield. The NuWater control panel is to have a timer,
counter and elapse meter. Also proposed is a new solids pump in a pump basin/cylinder at the detached
ADU building to send septic effluent through a 2"schedule 40 pipe into the existing septic tank.This
pump is to be on-demand and have a high-level alert.
We have shown a full 3-bedroom reserve drainfield area,of 450+s.f.that meets the repair table
guidelines and there are no known wells within 100 feet. The existing septic system was recently
inspected by Bamford Septic Repair on 5-3-24 and had no noted deficiencies. See report attached.
The property owner's contact information is as follows: APPROVED
Sheri Saari JUN 05 2024
5091 E State Rte 106
Union,WA 98592 MASON COUNTY ENVIRONMENTAL HEALTH
(808)652-4648 RET
If you need further information,please contact my office at(360)898-2255.
Sincerely,
c s
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Pg�i gg o
pA ° r s N I reatment System Designer
exnars t5
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N� SCALE :1"=�0'
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t'L07 PLAN
guLKHEAo -�� q0' S a� S 1
APPROVED 5oa( � srnZF RT. 1o(� .
JUN 0 5 2024
5° ~
MASON COUNTY E RET NMENTAL HEALTH o�
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PPROVED �'n I
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JUN 05 2024
Ir
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PRRPLEL TO T/JiK WKL r•
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OR PAC'tE0 SFNO
OVER STONY SOIL
MSTALLATION MSTRUOTIONS
1)Excavate tank hole with vertical walls N i foot Larger Nan
tank m all sid(s. s�r
2)If bottom of Isle is Amy,install 3•of compact sam
Gutwosaeatl.
3)Install tank in center a hole,keeping 1 tt wid space On b WBERS"*•I zreLvase
all Was.
4)As tank is His,WtIl water,fill in wid 6pece BAN mnpect I ^ TDaaF
granular(sandy)adl gee Gl large tlumps Gf tlay. I I
6)Install rest of system,8 afix deers b atlapters ra
waterproof adhesive. I II / i'
6)Perform wate2gh nosa test In field es re ,Sand by tool
7)UMnion.
WUpon approval N beQfill,greNlty OaG61I with ndiw; I m. I GSESTEH IfiamlEll
8)iFi war top li tank.
&)Final grade line surface to awitl dtandfng wdace L___ ___J ---------1L.--J
watertmard tank
T,Wm 2
AEROBIC TREATMENT TANK DETAIL FOR
Nu WATER BNR-500 TREATMENT UNIT
ENVIRO-FLO, INC. ""SSE° 3101112
Wasfewalsr Tnas anent TaMnologfes
:,"•r„yr✓ P.O.BOX321161,Flowood. 1-39232
(8]])836 76 (WI)845 7161ax 1„ 1.4 ft.
MA
3 ®v rW
40 Nu Water
APPROVED
I`• JUN 0 5 2024
M 13kCOL'NTY ENVIRONMENTAL HEALTH
RET
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i
PARTS LIST NuWater NR Assembly Diagram
A OUALPORTAERATOR M.POLYmFFUSERBAR(T-
B.S'B'RUBBER W°wIX S(2) N.YPVC(31rY SECTION)
C.Sre'BAPX a NPIOAGAPTDR R%1?NPT(2; O.iffC CAP
O.i2'SIIP%1/Y' PT P.ifB'CLEM PVC HOSE(OPTIONPLSi
E1'STREE'%1/ NPTBUBMNBm G.laP PIPE BY N6 EM
F 1?W ELHOW(3) R.1"PYC PIPE(BV WS LEM
G.1'%f'%1R TEE S.SPVCPIPE(BYINSTALLER)
N.1'SB•ELBOW(3) T.11r BMBEGA TOR TO"r NPT G)
I.T%,•Bu5 M U.113TREEf Y VA•NPT BUSNMG m
J.YS ]TARP TEE V.1/TRc000PLERM
K 1'PVC OROe6 W.I COUPLER IBY NSTAL
L TCGUPL MVIN5TALLER)
Revised 2/2S/12
cFAsting 1.200 gaLtQn 2-compartment sgptic tank to he used as a oam° hamber.
Pump and Clean tank thoroughly before conversion.
Add pump in larger chamber of tank,on block Orin bucket.
Plug/Seat current Inlet and use the Outlet as the new Inlet from the NuWater Tank.
If possible,cut hole low in dividing wall to allow for usage of full tank.
Add a NuWater control panel,including a timer,counter and elapse meter.
APPROVED
1UN 05 2024
M SON COUNTY ENVIRONMENTAL HEALTH
RET
_ LW'KM GAS nw+raz� rfmww owed"
sr WalE=
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n°ntdttt5tnta°rue+�
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frfP1CAL1 'YIE�IO
by WAC haptax 246-272C and FIGURE 2:
Sept1c must be on Dept OfHmltb list of re&barsd sewne tanks.
1 1 �r
Pump Specifications
III UIII
250-Series Submersible `�,��.�
Sump / Effluent Pump
..
ROVED
j!14 1 5 2024
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£ APPROVED _
m $ MASONCOUND ENVIRONMENTAL HEALTH
m
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SELTON:220.020
FW788
Your Pergola of Mind is Our Tap Priority' 70ELLER Wtfi
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TECHNICAL DATA SHEET
WASTE-MATE SERIES
Model 264Sewage/Ejjluent or Dewatering PUMPS
fE�1ca .�raauL/n
PRODUCT SPEaFlr4T/ONS r
41116' 821)64'
Horn Power 00 1(122 mm) (212 ma)
voltage 115.100 613ar
Phase IPh (163 mm)
O Henr
4
725 fl tE
p PPM - (122mm)
d Tvpe PormanemePlh uprthar
Insuleh.n cleuB -F
6
' Oparadon Automedc or nonawmaec (1m66 m tom)
Au[o On101f Polnti 12-trz•I3t8 and/61(L"ltt4 and I
oism.rd. as 2'NPr +
Solids Handling 2'(60mm)apeatical Solid.
Lord Lam 10-13 m1eumrrutic.t6'I5 m7 non•utomsic 2'NPT
CONTYPo UL Ii.Utl e'etl ind plug
yMax.Head ta'IA6 ml
Max.Flow Pate WON,13M1t LPMI
Max.Opand,TemF 13p' 54.6)
Urine 14 F4 !
Motor Proaaed.r Amotaeeathermala.tiad (3/5 tom)
Cap Cash ro 812'
Motor Houang Oa Iron (tab tom)
Pump Housing Certiron
Base Engineered plastic `
y up,,Bearing Sleeve Outing s.w
QLower Berne Sleeve OYhhg
Q Ma,hri.l Beal. Grbon and wrami.
F . Imp.a.rType Nonclogging wrtax
r Engine.M Nuevo:
p
APPROVED
Hardware StainNnmel
Motor Shag A151121SSUsel
Goalrt Nwpmn.'resna.N JUN 05 20211
gimpl¢,4•xaol.s.Y x)er.a=ml 61ASON COUNTY ENVIRONMENTAL HEALTH
F
NOTE: Tha awn,of emu.n["Mon.normally n.wres P.O.W.level RET
flpe,$)contro,and properly Mass basins 1.achieve reculred pumping
Weiss or dosing timers whh nonautomadc pumps.
NOTE:See model comp.rison chart Mr specific details.
a.x.rmar�a ®Copyright Zola Zoellere Co.All dghta re.erved.
S32-1 2731 1 800.929-7ar 13"9 Cana Pun Road I Louisville,K 40211-1961 wvvw.zoeiler.com
TOTAL DYNAMIC READ FLOW PER MINUTE PUMP PERFORMANCE CURVE
MODEL264
MHeadj8
264
6 �
ns Liters
s
341 0 a
227 c 10
87 Q 2 5
16 ft(5.5 ni
0
zo A0 m w 1a0
G�IL"'
Lam 0 160 �
FLOW PER MINUTE
M[IDELOOMPARISDN '
Model Seal Mode Voha JhA: HP Hz Lba KB Simplex Duplex
5.0 a
M254 Single A . TS 16.a 2or3N284 Single Non 115 M0 80 USn5 Mt0 BD .•BN284 Single Au[4 1q
D2M Single Auto no 4n0 50 3 . 16.0 E264 Single Non noAlto W 30.5 t5.8 2or3
- •gg2N aingle Auto 390 1 e] Mo 8n I1a `�
•Single piggbay k s itM induded. A P P R O V E D
Additional wN lengths en svailable in 25'(e m)and 38'Itt ml.W'(15 m)cards w evei4bie for230 V o ohs
SELECTION GUIDE JUN 05 2024
1. Imaginal float-operated mechanical switch,no external control required. MASON COUNTY ENVIRONMENTAL HEALTH
2. For automatic use single piggyback variable level float switch or double piggyback variable level floaRj;itch.Refer to FM0477.
3. Sae FM1228 for correct model of simplex control panel.
4. See FM0712 for correct motlel of duplex control panel or FM 1683 for a residential alternator system.
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators for d uplax systems available with • For"M' and'D'models,the approximate volume
variable level float switches pumped per cycle are:
• Minimum recommended basin size
Simplex-18"x30" (45.7 x 76.2 cm) Tank Diameter Volume Pumped
Duplex-30"x36"(76.2 x 91.4 cm) 18' (45.7 cm)Simplex 8 Gallons(301item)
• Standard automatic-weight 35.5 lbs.(16.1 kg) 24'(81 cm)Simplex 15 Gallons J57 liters)
• High water alarms available 3o- (762 cm)Duplex 22 Gallons(83 liters)
• Mechanical alternators available for duplex systems 36'191.4 cm)Duplex a3 Gallons(126 liters)
48' (121.9 cm)Duplex 60 Gallons(2271ners)
esuttox Maximum temperature of sewage or
dswotering mum be limited to 130°F(54°C). For over
130•F(WC),special quotation required.
CA11r10N h1
lewMlllMu4ing N rro RPr a von eonioh areewidne Vnoun a ne n,a q u�onn l icsn•n4a l«Hdinn 1o1
11NAL nui and Unn xx"snou�e u
C Copyright 2016 ZoelleA Co.All rights..,ad.
502-T S,2731 1 800-928-7867 1 3649 Cane Run Road I Louirville,Ky 40211-1961 1 www.zoaller.com
o� to
Awmf d+•Pgb Am efFA"
301 E. WaBace Kneeland Blvd STE9224-332 136e790"M
Shelton, WA 96584
PROPERTY INFORMATION
Location:5091 E STATE ROUTE 106
Union
Ta%ID:322325002002
wr7o: SHERI J SAARI
5091 E SR 106 use.
UNION,WA
f 98592 GENERAL SYSTEM TYPE:Conventional (Norte-Pressudzetl)
ON ID:322325002002
County Area:Hood Canal MRA(wlin 1100 ft)
F� ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT F�
rImapeated:O503,2024 - Inspection Type:ROUTINE - Correction Spews:No corrections needed
=a Company: Word Panomretl By. Submmed05N5l2024 dy vv
Il Bamford septic Repair,LLC Thaddeus Bamford Thaddeus Bamford
COMMENTS d GENERAL INSPECTION NOTES
No Deficiencies Noted
Tank outlet @3< ermat drain field. wt eudet pipe and Nted up line and ran water into me line Icr 15 mina.using a garden hose and osmere.
gain gold accepted all term present time.
GENERAL SITE d SYSTEM CONDITIONS
The General Side and S tam Conditions were: Fullyinscashal
Componams arnealbb br service'. YES
At reRunw,sarv.perhxmed(h nc-ep.&y omdw InepschOn Items In notes): YES
Surfed affi u hour an,camponent(including mound NO
Components appear to be walergght-no visual leaks: YES
Improper encroachment sft urmim ennms surfaces NO
All riser lids securely fastened upon de amen: YES
aecMcal repalrs needed. If YES describe In comments: NO
Inspemed components appaar to be in good pM1 scat condition: YES
Root immsion on any components, If YES describe in ormmems NO
Semin proNems observed. If YES describe in comments: NO
The househuudure was vacant or used inha,.ml assessment of ere dreimWd was not possible. NO
ONSITE SEWAGE SYSTEM INSPECTION DETAIL
Thisoorrcon.nt.. fJlr In 5,-oo
Emuenl lend wiNmn rational llmi (if NO eMlainin wmmems'. rEs
NIr aired bafes in latt NIA=No hafts re aired: •ES
Coco Nnert 1 Swm a¢umu atlon Inches if mhers tic
Com dmem 1 Sludge muladon Inches it others ec
Dom dmeM 25 maocumulabon Inches,if otherspecify)
Com nment 2 Sludgeaccumulation Inches,it other spec
Pum in mended. n0
Thmoom nentwas rdy lnrpr
Com rent appears tobefuncticnin asim.mJW
Pommr, resenr If YESe eln in comments: e0
Dreingdd was vacuumed flushed orM1d "etted9if YES,e ain in comments NO
APPROVED
JUN 05 20A
MASON COUNTY EWRONMENTAL HEALTH
(O of 10 RET
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ReporlI M 1385054 Yew Inspection repons online at wwwonlinennaoorn Page 1 of 1