HomeMy WebLinkAboutSWG2024-00089 - SWG Application / Design - 3/7/2024 584
MASON COUNTY 415 NBSHELTON: 27E 970,EXT 400
SHELTON:360427-9670,EXT 400
BELFAIR:EUMA,3601M7 267,EXT 400
Public Health & Human Services ELMA 360.4825268,EXT 400
0 FAX:360 27-7787
On-Site Sewage System Permit: SWG2024-00089
APPLICANT HATFIELD ROMANIA I Phone:
Address: PO BOX 14 TAHUYA,WA 98588
OWNER HATFIELD ROMANIA I Phone:
Address: PO BOX 14 TAHUYA,WA 98588
SEPTIC DESIGNER PAULA JOHNSON' Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
Site Address: 91 NE Spar Tree Dr
Primary Parcel Number: 322275400040
Permit Description: New SFR-2BR Nuwater with local surface water setback waiver
Permit Submitted Dale: 03/07/2024
Permit Issued Date: 03/20/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (addiuonai lees may be required upon iremimtgn of system).
Permit Expiration Date: 03/20/2027 (besad on defe of ms,asaw )
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 ups/ope 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 Design rlEnginser 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/envimnmentaVonsitaloss-inspection-roquest.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
WE RII T _�
® MASON COUNTY J 03 m
COMMUNITY SERVICES ND PRELE"' "` °
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P,hjk MaYM(CPmmunlyHHeahMErnimmnmMl HE.W1
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ON-SITE SEWAGE SYSTEM APPLICATION
m m
PPPLILONi RIDiE
Roman Hatfield (360) 552-5192 Justin Macomber c
MAILING ADDRESS-STREET CITY,STATE.ZIP LOGE
PO Box 14 Tahuya WA 98588 o z
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SITE ADDRESS-STREET,LITV.21P000E Tahuya WA 98588 3
91 NE Spar Tree Dr Y o
NAME OF DESIGNER PHONE GC I N
Arrow Septic Designs, Inc (360) 898-2255
NAME OF I NSTALLER PHONE O I N
South Shore Construction (360) 275-0818
N
PERMITTYPE INbY we) DRINMING WnTER3WRCE
®RESIOENTIALO55 COMMUNITY OSS EICOMMERCIAL LOSS IL PRIVATE INDIVIDUAL WELL EPRIVATETWJ-PARTY WELL Z IV
TYPE OF A0Wp are' . p ®PUBLIC WATER SYSTEM
JENEWCONSTRVCTION I UPGRADES EFLREPAIR/REPLACEMENT OTHISSMEAILSE.%'l lnY appryl t7 TABLE IX REPAIR IQ1
SURMRTAW ❑ SURFACING SEWAGE ❑EXISTINGFAILURE ❑SHORELINE
GG� mr ( A
ZDESIGN FORM(REQUIRED) E[NSEPTIC BESIGN(REQUIRED) BEDROOMS 2 LOT SIZE '
V!WAIVER(S)(IF APPLICABLE) .19 Acre S IO
DIRECTIONS TO SITE AND SITE CONDITIONS(ea.kCWdP RI
Take Highway 3. Turn left onto Old Belfair Hwy. Turn left onto NE State Route 300. TurnI CD
right toward NE Belfair Tahuya Rd. Turn right onto NE North Shore Rd. Turn right onto NE r
Spar Tree Dr. On the left there will be a yellow sign reading "Hatfield." o 0
I4.
oI
EllEMUSTME GGEOFF W?NnMAMMSrI USNWTWE OGEOIM MSTMLENWMM 0
OFFICIAL USE ONLY BELOW THIS LINE
V O VOEIFNARE SOURCE IT re{V.'MNIPUM I
❑VOLUNTARY OMNNTENgNCE/PUMPING OBVILDING PERMIT E3HoE&EsALE OCOMPINNT ❑OTHER:
INSPECTOR SOIL LOGS WNMENTS,WND'TON$
RECORRD CR%VING AND INSTALLATION REPORT
IIDLClUEB' R .
V=YERV G=GRAVELLY 6-SAND L•LOAM 61=61Li PCLAV EaE%TRENELV R=ROOTS SQUIRED FOR FINAL APPROVAL
I P SIGNATURE DTt ME LIOAR1111UEI Y DATE
_7 WE 20�
TN MAY BE SCANNED MO AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1200015
f
DESIGN FORM—PAGE ONE Assessor's Parcel Nsmtbtt: 5 4 — 0 0 0 4 0
A design will be reviewed when 3 coals of each of the following are submitted:
e Completed design forth that has been signed and dazed. °Scaled layout sketch,including all applicable items on checklist
v Scaled plot plan,including all applicable items on checklist. °Cross-section sketch,including all applicable items on checklist.
This m m may be scanned and available for public view on the Mason CountyWeb she.Maximum JRe: 11"X 17"
PAi C IMNTIFICATLON
' Armes Septic Oesigm.lnc
Pertnit\umber. SWG2 G�V�Q �a, Desigott's Name:
Romano Hatfield Designer's Phone Number. (360)898-2255
Applicant's Name: 171 E Vuecresr Dr
Mailing Address: P.O.But td Desigott's Address:
Tabu 8a ya WA 585
Union, WA 9&S92
CitySate Zi
City State Zi _.
'.DESIGN PARAMETERS
Treatment Device
❑Glendov Biosim ❑Smd Filter ❑Mound Cl Sand Lined Drainfield ❑Reareulaun8 Film,Type:
G(ACmNL Unit Make/Model
NaWma1BNR-500 ❑Disinfection Unit Makr/Model Other:
J Drainfield Type RfBed ❑Sub Surface Drip
❑Gravity aJ Pressure ❑Trench
Laterals
Septic Tank/Dminfreld Specifications
40
NumberofBedrooms 2 Schedule/Class
(4)10,(4)20 It
Daily Flow:Operating Capacity 180 gpd Length 1.25 in
Daily Flow:Design Flow 240 gird Diameter
8
NuWa*u BNR-500 gal Number
Septic Tank Capacity(woding) 2.5 ft
Receiving Soil Type(1-6) 3 Separation
Receiving Soil Appl.Rate 0'8 gpd/ft' Orifices 24
Required Primary Area 300 fl Toral Number of Orifices
300 ft'- Diameter 3/16 in
Designed Primary Area 60 in
Designed Reserve Area 300 ft2 Spacing
10 ft Manifold
Trench/Bed Widthao
Trench/Bed Length (1)10,(1)20 ft Schedule/Class
f:
Elevation Meuuremehts Length 7.51 25 in
Original Drainfield Area Slope D-1 % Diameter
New Slope,If Altered 0-1 % Preferred manifold configuration used? RrYes ❑No
uo-slove 16 in Transport Pipe
Depth ofFxmvmion 40
from Original Grade Down-slope 1s in Sehedule/Class
18* in Length 40 ft
Designed Vertical Separation 2 in
Gravelless Chambers Required? OYes 16No ❑Optional Diameter
Pump Required, 16 Yes ONo Dosing and Pump Chamber
Numberofdoses/daY 4
Pump/Siphon Specifications 60 gal
Diff.in Elevation lit em Pump&Uppermost Orifice 8 ft Dose quantity 1,000 gal
2 g ChamberCeprcity(flood)
Drainfield Squirt Height/Selected Residual(head) pip controls:Please check those required-
uppermost
Orifice Higher O Lower then Pump Shumff 51Ti S(Elapse Merest gr Event Counter
r Total Pressure Head 14.16 Spur 6 hours
off-
Calculated Total praaame Head 10.26 ft If Timer: p off
Comments MAR Z
ON
DESIGN FORM—PAGE TWO Assessor's Parcel Nrunber:3 2 2 2 7 — 5 4 — 0 0 0 4 0
Permit Number. SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch 7frm
n Sketch
❑ Test hole locations it Drainfield orientation and layout th from original grade:
Ed Soil logs Ed Trench/bed dimensions and tank
Ed Property lines critical distances within layout field cover
❑ Existing and proposed wells ❑ D-Box/Valve box locations th from original gradewithin 100 ft of property Ed Septic tan dpump chamber strata:
m Measurements to cuts,banks,and locations Z Laterals,trench/bed,top and
surface water and critical areas 19 Observation port location bottom
❑ Location and orientation of Ib Cleanout location ❑ Curtain drain collector
curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation
components 9 Orifice placement Other cross-section detail:
m Location and dimension of 56 Lateral placement with distance Ef Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
d Buildings Ed Audible/vis la referenced Yes No
0 Direction of slope indicator 56 Scale of dr g on scale Ed ❑ Design staked out
0 Waterlines but ❑ Rf Recorded Notices attached
9 Roads,easements,driveways, ` '.y�QN Ed ❑ Waiver(s)attached
parking Rf ❑ Pump curve attached
m North arrow and scale drawing 49 ❑ Evaluation of failure
shown on scale bar PAOLA JOY JOHNSON"- Non-residential justification
'r Etl i ❑, Rf Waste strength
awaes 0911 ❑ Flow
DESIGN APPROVAL
The undersigned designer must be nopftrd by}ps lle�time of installation Ed Yes ❑ No
Signsaire of DesiAffr 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 -s' a regula"tion�:
Nil 3 ao -a e
u n ntal Health Specialisl Date
CAUTION: DESIGN APPROVAL 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:
✓ 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 re uired.
This form may be so nned and available for public view on the Mason County Web ske.
Updated Date: 12/7/2015
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DEGREE ELEOW OR 0=ObsavadonPat-robee4-pmfaated
LATERAL SWEEP ING 9U PVC pipe fmm bW ofbed to finishedEN Wade. A removabb:mp sbdl be ksWW onDIH observedw pat Pipe. Glue'"f"on bosom
DETAIL so pipe can[be removed.
CLEAN OUT Mm =Of4in system,We meach racer.
laterals are to be cmtaed in eancbes.
NOTE, CLEANOUT TO BE FROM 0 TO 6
INCHES BELOW FINISHED GRADE.
�RQ I CLEANTH REBAR-
VREDfATEND OF EACH LATERAL.
q
Length Length Orifice F Distann/rom Dletance b(Ma
Lateral a In. FL S do Oriflcw Feeder Line In. Clwnoul In.
1 240 20 w ! 30 w
60 30 30
2 240 20 !60 30
3 240 20 4 30
4 240 20 60 4 30 34
5 120 10 60 2 30 30
6 120 70 BO 2 30 30
T 120 10 60 2 30 30
B 120 10 60 2 30 30
Total Lateral Len 120
Total N!Orifices 26 GPM• 14.18
Dynamic Head Calcul, iorts
Selected mindual pressure 2 R.
Length(FW III Orifices
Transport Pipe 40 24 0.16 R.
FLine Total
Lateral Line Length
Lateral el 20 2 4 0.02 R. 1 y
Lateral e2 20 2 2 22 4 0.02 a
Lateral#3 20 2 22 4 0.02 R. ?a
Lateral a4 20 4 26 4 0.02 ft.
Lateral 115 10 4 14 2 0.00 ft H 510o Q
Lateral NG 10 2 12 2 0.00 ft. PAUtA JOY 10MNSON
Lateral Cl 10 2 12 2 ODD R.
Lateral" 10 d 14 2 0.00 fl.
Total Elevation Lift 0.00 ft.
Total Dynamic Head 10.26 R
SECURED LID WTrH CM TIGHT SEAL THREADED UNION
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ACCESS RISER t SERVICE
FINISH GRADE VALVE•
FROM SEPTIC
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MWM WATER A1.00111 LEM --
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ENCLOSED PUMP CHECK VALVE
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Septic Tanks must meet standards required by WAC chap 6- 7 wo 2
manufacturer must be on Dept of Health list of registered pp 3N WNry 010?y
ENVI
LBW air
WA rrm P.Micaden#337-022 Pale 35 of6$ T
� e � Brancaconstmction available(139 series)
High head version available(145 series)
Double shaft seal versions available for added protection
Flow—Mate onm infordelsmation
ation e
For more information,see Technical Data SheeO FM2782,FM2783.
In high head dewatering or effluent
applications where pumping I
performance is critical, this robust ^""e°0°wv'o�Pet
cane mnara
family of pumps is known for reliability,
durability and performance. These
pumps are especially suited for harsh
j environments.Zoeller's cool run design
11 and corrosion-resistant powder mated
epoxy finish add up to a long-lasting,
trouble-free product. '.
APPLICATIONS:
• STEP or onsite applications y`
Watertramfer -
UghtcommerciaLdewatering
SPECIFICATIONS: L
1-1/2"NPT discharge r..//
• 212 HP through l HP MADE IN THE U5l1
Available in automatic or nonautomatic dNtYU11Na�I1dBBl
• Model 137.139.140:1/2"(12 min)spherical solids _
capacitywith vortex impeller ' -
• Model 145:31C(19 mm)spherical solids capacity with -�
vortex impeller
C PUMP PERFORMANCE CURVE
MODE 1/ 5P1153
Dose-Mate�eavlvaL�fsT M
This is our fastest growing line ofef Luent la a in
pumps.The 150 series is truly a workhorse
designed for reliability under extreme 1 a
conditions in an effluent environment. g as
150 series pump curves cover a wide range
of applications. They are well suited to y so
applications with Low pressure pipe(LPP) €3 a and enhanced flow STEP systems.ZoelLWS as
cool run design and corrosion-resistant
m
powder coated epoxy finish,in addition e
to the hermetically sealed,oft-filLed motor ra
and non-clogging vortex impeller add up to
a long-Lasting,trouble-free product. 10
APPLICATIONS;
• STEP monsite applications geg0 ° to m m a s° m m N m coo
Light commercial dewatering Lal1 1lllimlm awoaa
SPECIFIWTIONS: 'q� �`as ° a m rm Ica as, No am
1-1/2"NPT discharge �Sa MN� .1.
3120 HP through 112 HPAva ® /wf
piggybackle
mechanical
nonautomatic or with avalable level PP.I
pfggyb2 m)sphe caaswiKh 0 V
• 1/2"(IImm)spherkaL solids capacity with vortex
thermoplasticimpeLLer
For more information.see Technical Date Sheet FM2784. Qf,Qs AR 102024
O ALL rights reser
ved. ZOELLER PUMP CO. 1502-778-27311800-928-7887 I m
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pPO4TING CMACTr:s IG/ALON9 I (pEl%Xr`WC ACIrY:< 1DOI S CHAMBER
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INSTALIATIDN INSTRUCDDNS OVER STONY SOIL
1)Ezwvate tank hole with vertical walls m 1 foot larger Ulan
tank.all sides.
2)N Eptbm of hOla is story,Install 3•of mmpact sand&level vs
wiM
put with screed.
ourInstall tank in cerderdhde,keePin9 ift void space on r
a,sides. yl.Rly�e�ilm) xmosm
<)Aa tank is filling witll water,fill in void apace with oompact l �p) moo,
granular(sandy)soil free of large dumps of day. II /
5)Install neat of system,&affix deers to adapters with
winarptoladl,asiva. I II l I� aJr
6)Perform water ighmm ss test in field as required oy looal
u sdidlon I II
wUpon approval to oackfill,carefully oeckfill wit reeve a t119,
soils over lap of tank. taasNCrraweER ''.I D� Iltt&B®I
8)Final grade the sudaceNavod Managing surface L_ __—L-----_—.
waeir
walN tpwerd tank
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a,�e AEROBIC TREATMENT TANK DETAIL FOR
NuWA TER BNR-500 TREATMENT UNIT
ENVIRO-FLO, INC. 1YED1 3/p1/12
Wasteweter Treaonenf 1" '
P.O.BOX 321161,Fbwood.Af 2 w +.4 n-
(677)636-U76 (WI) Iy_ a • _ I It
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PARTS LIST NuWater NR Assembly Diagram
A DLNLPORTAERATOR M.POLY DIFFUSER BAR(;,
S.w RUBBER 4P w CLAMPS(2) N.1'PVC(�IZSECMN)
C,Y SPRBEDRDSPIORXI?NPT(2; 0.1"SUPCAP
OI1 SUPX1/TNPTADAPTOR P.1r8'CLEAR P�NOSE(OPTIONAL 4'1
c 'STREET X 1T NT BIIBMMG UP O 12 PVC PIPE LBY IMSI ER) 40
P ,Crw ww,3) R.1"PVC PIPE(BY NSTMLERI 414 4
G.I.X I'X VT TEE S.T PVC PIPE(BY INSTALLER) 1� .L R?Dq
4.YEe'ELBOWM T.1W BARBED ADAPTOR TO VO NPTo
! TX 1,BURNING U.IW STREET%VV NPT BIISXIND(2)
J.Y SANITARYTEE V.IITPV000UP1.ER('n e
X.I'PVCCROSS Ya T COUPLER(SY INSTA0. , NcTRI� �.f
1'COUPLER( IY ALLER) V
Revised 2/25/12
8� 1
NuWater BNR Pretreatment <A
INSTALLATION& MAINTENANCE q ooaas 1ft
Pressure Distribution Systems PAU A JOY JOHNSON'
YCF7! p uESi N C�VA),D
owaea
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 dramfield with bottom extending to the dminrock/native soil interface. Glue
"I'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 en ed to prevent crushing.
21.Homeowner is responsible for all property lines.
22. Please Note: When you begin using your septic system,con O'A ler to
discuss setting up a schedule for your required Operation& tenan a �/e
NuWater pretreatment system. M d1Q
asgycouR/v�VIRo?Opg
IV MENTq/REA4n
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