HomeMy WebLinkAboutSWG2024-00359 - SWG Application / Design - 8/23/2024 HELTON,WA
584
® MASON COUNTY N6SHELTON 0427-97 ,EXT 400
sHELTON..360-2754467,EXT 400
BE ELSA 360482-5269,EXT 400
Public Health & Human Services ELMA�36orsz-szss,ExT 400
FAX:360-027-7787
On-Site Sewage System Permit: SWG2024-00359
APPLICANT AMADIO CINDI LOU Phone:
Address: 61 BE ARCADIA POINT RD SHELTON, WA 98584
OWNER AMADIO CINDI LOU Phone:
Address: 61 SE ARCADIA POINT RD SHELTON,WA 98584
SEPTIC DESIGNER PAULA JOHNSOW Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
Site Address: UNKNOWN
Primary Parcel Number'. 322325012003
Permit Description: 3br Nuwater w/trash tank
Permit Submitted Date: 08/23/2024
Permit Issued Date: 09/10/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (addnmnal fees may re,equirad LJP—memi m system).
Permit Expiration Date: 09/10/2027 leased on data 0r,1aoeemn/
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 upstage 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 IT 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/environmentallonsite/oss-inspection-request.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY ATERECB,k> W n
COMMUNITY SERVICES .ELE m` H
VubfrXokk lCommunil XealtM1/Enrtmnm¢nlal Xeabh) 4nD� I ¢ < m
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ON-SITE SEWAGE SYSTEM APPLICATION a '>
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'P�LGANT vXo.�E m o
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Cindi Amadio David Ashby (808)740-3690 0
MNLISGACZRiBS 6TREE'-G�'156Tni5 dF CODE C
61 SE Arcadia Point Rd Shelton WA 98584 a m
srEf]oXE55-S EEP GEC VF cocE M
E 2nd St Union WA 98 2
NANEDF,EBIGNER
Arrow Septic Designs (360)898-2255
AMEDEL��LER NE o
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NEWGONSTRUCTION,UPGRADES [PREFBIR/REPL. EMENT , - ses: a 0—ABL XREFAIR � (P
SULD, $ ❑ SJRFA NG SENG , 0EX STING, LURE ❑SMORELNE
VOESIGNFORM'REOJIRED, �G P➢COESIGN�RECLIREDJ O :qYG O
EWAIVER(s IIFAPPLIpA&E) G 3BR 120'x120' o0
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IRECTk]u6 61'EAVO S.TECOnJITbNS a+roam pace
Head north on N 6th St toward W Alder St and turn (R). At the traffic circle, take the 3rd exit. ro ro
Continue straight onto N 13th St. Continue straight onto E McReavy Rd.Turn (L) onto WA-106 W. Turn (L) onto E Main St. Turn (R) onto E 2nd St. Destination on (L). Test hole flags marked o
with LOT 3. o I W o
ALTE MUST HE�AGGDD LOOM MAIN ROAD AND T�ST HOLES NDAT DE�ASGES WEST Aw
- - OFFICIAL USEONL BELO'NTHIS LINE
UFGwTDE�w_uE scaeE Oor rro�.+Ins w.omes,
❑VO-UNTPRY ❑MAINTENANGE/PJ@SING 09JILDNGPEP.MIT 0HONESAL OCOMPWWT 00THER
PEGOa SOIL LGGS COMV EFS'COAOI OM16
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M YBE SCANNED AND AVAIkABLE�ORP -FF D = LEo
In t� 3Z T Z;7
AIB UBLIO VIEW O N THE MA90N COUNTY WEBEITE / REINcl 12,-1 'S
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 3 2 — 5 0 — 1 2 0 0 3
A design will be reviewed when 3 caple5 of each of the following are submitted:
a Completed design form that has been signed and dated. ' Scaled layout sketch,including all applicable items on checklist
r Scaled plot plan,including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist.
This form may be seemed and available for public view on the Mason County web site.Maximum paper size 11"X 17"
PARCEL IDENT#PICATTON
Permit Number: SWG Y- 003.5 h Designer's Name: Arrow Septic Designs, Inc
Applicant's Name: Cindi Amt. — Designer's Phone Number: (360)898-2255
Mailing Address: 61 SE Arcadia Point Rd Designer's Address' 171 E Vuecumst Dr
Shelton WA 985M Union, WA 98592
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
R(Aerobic Unit Make/Model Nu Water BNR-500 ❑Disinfection Unit Mske/Model Other: 500 gallon pre-trash tank
Drainfield Type
❑Gravity Rf Pressure R(Trench ❑Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 67 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) NUWater BNR-500 gal Number 3
Receiving Soil Type(Ifi) 4 Separation 9 ft
Receiving Soil.Sppl.Rate 0.8 gpdift' Orifices
Required Primary Area 600 ft2 Total Number of Orifices 42
Designed Primary Area 603 az Diameter 3116 in
Designed Reserve Area 603 Re Spacing 60 in
Trece"ed Width 3 ft Manifold
Trench/Bed Length 201 It Schedule/Class 40
Elevation Measurements Length header it
Original Drainfield Area Slope 12 % Diameter 1.25 in
New Slope,If Altered 12 % Preferred manifold configuration used? 2`Yes ❑No
Depthof Exce,anion up-slope 18 in Transport Pipe
from Original Guide Gown-slope 14 in Schedale/Class 40
Designed Vertical Separation 12+ in Length 40 ft
Gravelless Chambers Required? ❑Yes ❑No 5fOptional Diameter 2 in
Pump Required, 21 Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 4
Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 90 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity (flood) 11000 gal
Uppermost Orifice 56 Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 2476 sin RfTimer fii(Elapse Meter Ii Event Counter
Calculated Total Pressure Head 14,83 it If Timer: Pump on 2 minutes pump off 6 hours
Comments "'I 11r
�raes-
i o ,
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 2 3 2 — 5 0 -- 1_ 2 0 0 3
permit Number: SWG
DESIGN CHECKLISTS
r,wface
777
Scaled Layout Sketch Cross-Section Sketch
lid Ed Drainfield orientation and layout Reference depth from original grade:
li Trench'bed dimensions and 56 Septic tank
Property
critical distances within layout (Z Drainfield cover
D-Box/Valve box locations Reference depth from original gradels and restrictive strata:� Septic tank pump chamber
rements to cuts,banks,and locations Laterals,trench bed,top and
in
water and critical areas Observation port location ❑ Cutti ota drain collector
❑ Location and orientation of EZ Clean-out location ❑ Sand augmentation
curtain drain and all absorption Rf Manifold placement
components [9 Orifice placement Other cross-section detail:
RI Location and dimension of E6 Observation ports/clean-outs
56 Lateral placement with distance
primary system and reserve area to edge of be Other Information
m Buildings Rl Audible%vis a referenced Yes No
66 Direction of slope indicator Ed Scale of -n on scale d ❑ Design staked out
e [I fi'6 Recorded Notices attached
E6 Waterlines bar :o ' e ❑ 56 Waiver(id attached
R1 Roads,easements,driveways. EZ
parking El Pump curve attached
'! } ❑ 9 Evaluation of failure
i� North arrow and scale drawing _r,� .tso
1 Non-residential 'ustificatiou
shown on scale bar 42' teats.nor ionn So.'; I
L[CEf18Kti1��i _Elt ❑ Ef Waste strength
rcwi- rts 6 5 ❑ 1f Flow
DESIGN APPROVAL
The undersized designer must be ffi d b instal er at time of installation 5d Yes ❑ No
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 IooaI on to regulations:
En rood Health Specialist Dale
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: _ 27
✓ 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 aired.
This form maybe scanned and available for public view on the Mason County Web site.dated Date: t 2n20Ls
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500 Gallon Pre-Trash tank
PHRCEL 32232- so- Izco3 O NuWater BNR-500 ATU Tank
p q Q OS 1,000 Gallon Pump Chamber
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Detailed Drainfield Layout
T�pcal Oeav�atWr Ft,;al 6✓k a swr C io
26
1 ��•� FiM Fmri Grade
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Dromfreld Cross-Section View
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'To b i PVC P4a tree BaNew e( TrcrA • Y
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- ���KJJgK13�U SIGNEN �:.:
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Length Length Orifice # Distance from Distance from
Lateral# (In.) (Ft.) SpScm Orifices Feetler Line(In.) Cleanout(In.)
1 804 67 60 14 12 12
2 804 67 60 14 12
12 12
3 804 67 60 14 12
Tolal Lateral Length 201
GPM= 24.78
Total#Orifices 42
Dynamic Head Calculations
Selected residual pressure 2 fl.
Length(Ft.) #Orifices
Transport Pipe 40 42 044 ft.
Feeder Total
Lateral Line Length
Lateral#1 67 2 69 14 0,71 ft.
Lateral#2 67 11 78 14 0.80 ft.
Lateral#3 67 20 87 14 0.89 ft.
r
Total Elevation Lift 1 10,00 ft.
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Total Dynamic Head `�'�' {}l� - 14.83 ft.
v
PApL4 JOY JONNSON'Q.�
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SECURED LID WITH GAS TIGHT SEAL THREADED UNION
24-DOIMETER
ACCESS RISER r SERVICE
VALVE
FINISH
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FROM SEPTIC
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IIK711 WATER AUSW LEVEL
NOIKTMBM OFF LEVEL. WORKII/G VOLUME i FLOA
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MOIIMTI N!
ERCLOSED PUMP CHECK VALVE• II
SEDIMENT gMYLOUD• — _
PUMP IICI E?
YPICALIc�u
AS NEEDED
Septic Tanks must meet standards required by WAC chapter 246-272C and VRE.2
manufacturer must be on Dept of Health list of registered sew
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WA MH PobSr ion 0337-022 page 35 oil
Bronae tuc t available TER sells)
inighhead va,omr available(145 senes)
Doable shaft seal versions available for added protection
Flow-Mate deli140/145.
Far th moreo,informalion, or Technical Data Sheets FM1782,FM2783.
In high head dewatering or effluent
applications where pumping — _
performance is critical, this robust - iro , `
fami ly of pu mps is known for reliability, —
durability and performance. These
pumps are especially suited for harsh
environments.ZoeUel's cool run design
and corrosion-resistant,powder coated
epoxy finish add up to a long-lasting, _
trouble-free product
✓�4
APPLICATIONS: _
STEP or drone applications ) J Water transfer
9`4
Light commercial dewatering `
SPECIFICATIONS: t� `
1-1R"NPi d'scM1arge r-••/—
+11HPthr°ugh1HP rMADE EIINN TIRE
_IISA
• Available in automatic or nor automatic �l!D6e WO61^41 L[WD
Model 137,139,140:1/2"(12 mm)spherical solids ,.
capacity with vortex impaLLer '
• MOda1345'314"(19 mm)spM1encal solitls capacity with .ice ' •, sue„ _-r
vortex Impeller
V_ PUMP PERFOR E URVE
1 MODEL I V152,15
Dose-Mated"
This is our fastesteffluent
growing line of euent <_'I
pumps.The 150 series istruly a workhorse <
designed for reliability under extreme
conditions in an effluent environment.
TEO series pump curves cover a wide range I IIT—
of applications. They are welt suited to U
applications with low pressure pipe(LPP)
and enhanced flow STEP systems.Zoeller's
coal run design and corrosion-resistant, 4
powder coated epoxy finish, in addition
to the hermetically sealed, oil-fi Red motor
and non-clogging vortex impeller add up to
along-lasting,trouble-free product. � I
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APPLICATIONS. —
STEP or cosine applications z ao eo ¢o
MADE IN THE USA r, 3C 10
Light commercial dewatenng IOHMINHISF'UMTRi wuci
SPECIRCATIONB JTEIs c Ir IL 3Ir "I
11/Y NPT discharge o rE
3/10HPthro,l L2 HP �� 'Y N
Avaitableinnonautomadc rvim variablelevet 9 /pggyback mechanial swth
1/2"(12mm)5p+encalsoldscapactywitbvo^.ex f Y„
thermoplastic impeller „-
For more in/°rmofion.see Technical Deta Sheet FM2784. J� tJ
Alights reserved. ZOELLER PUMP CO. I502-'1]8 2731 I80a-928-]86] I zoellerpurnps.corn 9
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FLOOD GPPACITY- .9p GALLON6 FLOOD CPPPGITY-a9<GALLONS Fl1pop 96.GLL
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STONE-FREEC NATIVE SOIL
OR artOOTEO SAND
OVERR ASTONV SOIL
INSTALLATION INSTRUCTIONS
1)Excavate tank hole WIN vefllU¢I we115 to 1 foot larger then
tank on all Sods, — e
�—
2)If bosom of hole Is svpny,'install 3"Of ccmpatl sanC 81ev'eI.
-- /
put wit Screed. - -- -- -- -'� -- —
3)Install ank In xnter of hole,keeping 1 P. void SPape On 2< RISERS
L'.-P) zs SLOWER
aII sides, OUSING.ASP
q)q5 tank is fill n5 wMl weteq Rll-n vod space with WmpeOt YIN TOPOF i
granular(sandy)soilf . pfl xrisenmpsofday ��
6)Install rest of system.8 affix tlsers Ip adapters with I I <'a'
waterproof adhesNe.
6)trR w8lertlghtne55'ssI in field as reguir¢tl by local .2-RISER
i Anson.
1)Upon approval to backfill,c, lly bac fll Wth native ChAMBER I p GES-ER �I b a lhsal I
sails over top of lank. —
8)Final grade L9e surtax W avaid chanell'ing surface --__—_- --- _ — --
water toward tank.
TOP EW
awe AEROBIC TREATMENT TANK DETAIL FOR
NuWA TER BNR-500 TREATMENT UNIT
ENVIRO-FLU P Y REV�EO: 3101�12
Wastewater Treatment no e
P.O.BOX 321161,Flow S 92 2
(8]])838- 79 (601) lib/ax 1 ' = 1.4 ft.
www envir0-p
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Nu V�la!ter
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PARTS LIST NuWater NR Assembly Diagram
A.DU.4 PCRTAERATOR M.POLY D'FFUSER BAR IS
6.Ir RUBBER W-NI CtMAPS l2j N.1'PVC�3 LY SECTION)
C.WE'BARBED ADAPTOR%)T NPT(S 0 1"SLIP CAP
11T'SLIP ffi'NPT A PTOR P ve'CLFAF PVC rCLSE(OPTIOW i,
c +'ETP z 1?ry PT BU6HING;]) O.11`1I1E(B!i1-1LE11
F 11Z WELBOW(3) R 1"PVC PIPE(EY INSTµ,EP, (\
G.1'%1"X TEE 5 RL. PVC (BY 1NST LER)
,I I-90'ELBOO W\3) T.+R'BARBEu^ADAPTOR TO 1(0"NFT RJ
2X1'BUSXING V. 112'STRECT X 114-NFT SUY NG(P) 1
1 2 SANITARY TEE v 1121CC9oPLER(2' [[�� 9�
%.:"PVC CROSS 'N T'COUPLERIS 1N5 RP P R YB y!
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NuWater BNR Pretreatment
INSTALLATION &MAINTENANCE ;
Pressure Distribution Systems _Q�pauLA Jcv JONHSON
�; lfC 5� pE51GNgH"
1. Install Laterals with contour of the ground. "lam
2. Install trench bottoms level.
3. Install locator tape or rebar at each end of all drainfield laterals.
4. Install observation ports m 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 tabu).
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 running 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-siope edge
of the drainfield and reserve area.
14.No vehicular traffic over drainf-ield 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 an
anti-siphon valve or a 118 hole drilled in the discharge pipe above the pump to prevent
siphoning. Ensure anti-siphon hole sprays down away from tank opening.
20. All transport lines under driveways or parking areas must be encased to prevent croshing-
21. Homeovmer is responsible for all property lines and easements.
22. Please Note: When you begin using your septic system, contact your septic installer to
discuss setting up a schedule for your required Operation& Maintenance on your
NuWater pretreatment system. P P �69!® O 9F F N