HomeMy WebLinkAboutSWG2024-00120 - SWG Application / Design - 3/26/2024 MASON COUNTY 415N6TH STREET,SHELTON,WAa85a4
SHELTON:380i2]-96]0,E%T 400
4 BELFAIR:360.2]ed48],EXT 400
Public Health & Human Services ELMA:360d82b2&9,EM 400
FAX:360-42]-]]8]
FAddress:
ite Sewage System Permit: SWG2024-00120
ICANT JANICE SAEGER Phone:
ss: 1346 SE ARCADIA RD SHELTON,WA 98584
ER JANICE SAEGER Phone:
ss: 1346 SE ARCADIA RD SHELTON,WA 98584
IC DESIGNER PAULAJOHNSON' Phone: 360-898-2255
ss: 171 E VUECREST DRIVE UNION,WA 98592
ddress: 1346 SE Arcadia Rd
ry Parcel Number: 320282400020
t Descrption: New SFR-3BR Pressure
it Submitted Date: 03126/2024
it Issued Date: 04115/2024
By: Jeff Wilmoth
nt Permit Fees Paid: $540.00 laddnioaai fees may be required upor msmMuoo or sysfoml.
Permit Expiration Date: 04115/2027 Ieaad on dare of InaedmN
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 Drainffeld installation not to exceed designed upslope and downslope depth specked 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 RELATE]STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427.9670, extension 400.
OFFICIAL USE ONLY
DMEMfFMED 3
MASON COUNTY y
® COMMUNITY SERVICES
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ON-SITE SEWAGE SYSTEM APPLICATION 3
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HDNE APP` M (360) 790-2841 Janice Saeger 1346 SE ARrwdia Rd�P rEhelton WA 98584ON
WE ADDREW STREFi CItt.EF COLOSame _NFJIE OF DESIGNER Ng1E Arrow Septic Designs (3601898-2255 PHONE WMEOFINVT F360 463 8474 Maples Excavating ( )PERMITiVPE(eNdw+q RR SOURCEI�NESIDENTIALOSS EICOMMUNrtYOSS ELCOMMERCATE INDMWAL WELL �PRIVATETW6PARTY WELL BE �IC WATER GYSTEMKNEWCONSTRUCTION/UPGRPDES REPAIRIREPIACAILS(nMnmin.IeRPyI 13TABLE Uf REPAIRFACING SEWAGE 0 UISTING FAILURE O SHORELINEpLOT MEICbDE51GN FORM(REQUIRED) SEPTIC DESIGN(REOUIR 3 11.59 Acre x I '
IyWAIVER(5)pF APPLICABLE) C
DI RECTIONS iO R.AND WE CONCITI°NS(!=.KKAil ptlq
0
Take N 1st St101ympic Highway S. Turn left onto SE Arcadia Rd.Turn right onto SE Evan
Blvd. Continue and turn right onto gravel road. Turn left onto driveway with "Saeger"written c I o
on a yellow sign. ~
gTEYVSTYEM64E0 FPOYM<IH ROADdND iESiXME3YVbTBE0.AGGE0 WIlN R9 MOfFXUYBERS I I O
OFFICIAL USE ONLY BELOW THIS UNE
U W giDE I FAILURE 9CURCE(b IaKKhInG PNPoxL)
OVOLOtl y [3WIH E NCfWZMPINO OBUILDINGPERMIT OHOMESALE OCOMPLAINT 0OTHER'.
INSPEOT PWL=G C.ENTEICONW1
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T OF Y BE SCANNED ANDAVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBITE
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 8 — 2 4 — 0 0 0 2 0
A design will be reviewed when 3 conics of each of the following arc submitted:
•Completed design form that has been signed and dated. °Scaled layout sketch,including all applicable items on checklist
v Scaled plot ptam,including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist.
This learn may W scanned and avallable for public view on the Mason County Web site.Maximum Paper size: !!"X 17"
PARCEL IDENTIFICATION '
Designer's Name: Arrow Septic Deegna,Inc
permit Number. SWG (360)898-2255
pppGcanPs Nerve: Janice eager Designer's Phone Number.
Mtiling Address: 1346 BE Arcadia Rd Designer's Address:
171 E Vuscresl Or
union, WA 98592
Shelton WA 9859a State Zt
Cit- State Zi city
Dlr$IG8PARAMETERS;.
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound [3 Sand Lined Drainfield [I Recirculating Filter,Type:
❑Aerobic Unit Meke/Madel
O Disinfection Unit Ma"O&I Other.
Drainfaeld Type ❑Sub Surface Drip
O Gravity if Pressure R(Tomch ❑Bed
septic Tank(Drainfreld Specifications Laterals
3 Schedule/Class 4
Number of Bedrooms � ft
Daily Flow:Operating Capacity 270 gpd Length
1.25 in
Daily Flow:Design Flow 360 gpd Diameter 4
Septic Tank Capacity(working) 1,200 gal Number
Receiving Soil Type(1-6)
q Separation 9 ft
Receiving Soil Appl.Rau 0.6 gpd/ft' Orifices
Required Primary Area
600 ftt Total Number of Orifices Designed Primary A 600 ft' Diameter 3116 in
rea
Designed Reserve Area
600 ftt Spacing 60 in
TrenchBed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length header It
Original DArea d A Slope
g o� Diameter 1.25 in
New Slope,,If If Alltered fi % Preferred manifold configuration used? RfYes O Na
Depth ofEzcava[ion Up-slope 9 in
Transport Pipe
from Original Grade porn-slope 7 in Schedule/Class 40
Designed Vertical Separation24+ in Length 50 ti
Graveness Chambers Required? ❑/Yes ❑No BdOptional Diameter
2 en
Pump Required? al Yes 0 No Dosing and Pump Chamber
Pump/Siphou Specifications
Numberofdoses/day 4
Diff.in Elevation Between Pump&.Uppermost Orifice 6 ft Dose quantity 90 gal
1 000 gal
Dra
2 fl Chamber Capacity(flood)
uppermost
Squirt a eghV RfHi Selected Residual(hand) pump controls:Please check those required.
Uppermost Orifice Higher [3 Lower than Pump Shutoff lif imer GfElapse Meter Event Counter
Capacity(aj Total pressure Head 23.8 gum 2 n 6 hours
Calculated Total Pressure Head 8.94 it If Timer. n
Comments APR 1 1 2024
MASON COUNTY EN
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 8 — 2 4 — 0 0 0 2 0 f
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Sealed Layout Sketch Cross-Section Sketch
RJ Test hole locations IN Drainfield orientation and layout Reference depth from original grade:
10 Soil logs Ed Trench/bed dimensionaand fill;.;Septic tank
19 Property lines critical distances within layout Glf' arainfield cover
❑ Existing and proposed wells 19 D-BoxNalve box locations Reference depth from original grade
within 100 R of property Rf Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations 19 Laterals,trench/bed,top and
surface water and critical areas 19 Observation port location bottom
❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption fill Manifold placement ❑ Sand augmentation
components Ed Orifice placement Other cross-section detail:
19 Location and dimension of Ed Lateral placement with distance Rf Observation porLIclean-outs
primary system and reserve area in edge of bed Other Information
61 Buildings iff Audible/visual referenced Yes No
9 Direction of slope indicator Ef Scale of dra on scale 16 ❑Design staked out
0 Waterlines bar r .p ❑ Rf Recorded Notices atached
RJ Roads,easements,driveways, •+.,r< ❑ ftff Waiver(s)attached
parking ' .7 �, 61 ❑Pump curve attached
9 North arrow and scale drawing r ❑ 1-ff Evaluation of failure
shown on scale bar q , srDuana Non-residential justification
PAULA JOY JONNaON'•. ❑ Rf Waste strength
CtlD i N H" ❑ RfFlow
DESIGN APPROVAL
The undersigned designer must be rAfied ins Iler at time of installations Rf Yes ❑�/N'o
Signature of Designer Date
The undersigned has reviewed this ign on behalf of Mason County Public Health and determined it to be in
compliance with state and local n-_it regulations:
�,4�Y
Env' 0 1 Health Specialist Date
CAUTION: DESIGN APPR(40 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: Y '!'2-7
✓ 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: 12/72015
PAR-KING
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Prop.uq dramJ-W -ty-frGW,
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Cleanout
Q2-Co Gallon Septic Tank
G 1 , • 2Compa alter with
' Effluent Filter
5 LOPE O4 1000Gallon Pump Chambe
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via1 Box
4-1 APR 1 12024
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
O I - Valve Cwad Box with t25" Bdi Vdvea
2" Tren°port Lix
3 0 p
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125' uve t25 Peedav L.'w
Tydcd MR'/d�T Pert 30
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Typ OOtivo1an "°" Detailed Drainfield Layout
Fa Crab Beds t' 10
A-12 um Mm Fats
1O' 26
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($> 50 1 .25" Schee. 40 .._aterals
va ro Z•
CIO) 3/ 16* Orifices 9 60' O.C.
OT—
q Per Laterai. t st S Last Or Tice
tmd� B
30" from End of Trench.
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PR i 1 o 2024 .s �. Zee.
MASON COUNTY ENVIRONMENTALHEA
Drainfield Gross-Section vie- JBW
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On Bd,om with Gkw' Tan
4 Tdd Baa..e n Syaw PAUTAJOYJOHN50N ;� Arrow Sept c Designs
ua e n r a (360) 898-2255
Length Length Orifice # Distance from Distance from
Lateral# (In.) (Ft. Spacing Orifices Feeder Line(In. Cleanout In.)
1 600 50 60 10 30 1 30
2 600 50 60 10 30 30
3 600 50 60 10 30 30
4 600 50 60 1 10 1 30 1 30
Total Lateral Length 200
Total#Orifices 40 GPM = 23.6
Dynamic Head Calculations
Selected residual pressure: 2 ft.
Length(Ft.) #Orifices
Transport Pipe 50 40 0.50 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 0.38 ft.
Lateral#4 50 29 79 10 0.43 ft.
Total Elevation Lift 5.00 ft.
Total Dynamic Head 8.94 ft.
••� sA
PAULP JOY Y J "SoOHNSON :.
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APPROVE
APR 1 1 2024
MASON COUNTY ENVIRONMENTAL HEALTH
Jew
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xv, Brome conatmcdon available(139 series)
��< High head version available(145 series)
• Double shaft 14011 wrsiont available for added procection
Flow-Mate °nminf information For more Injomo[lon,see Technim(Da[a Sheets FM2782,FNZ 783.
In high head dewatering or effluent
applications where pumping s =
performance is critical, this robust Nmxelm a = P..em'n acmu.
family of pumps is known for reliability,
durability and performance. These
pumps are especially suited for harsh
environments.Zoeller' cool run design
and corrosion-resisfar S powder waled
epoxy finish add up to a long-lasting.
trouble-free product
APPLICATIONS:
• STEP oronsim applications
• watertransfer .
Light commercialdewatering
BPECIFMATIONB:
• 1-1/2-NPT discharge a
112 HP through l HP �t" MABE IN u"
Available in automatic or nonautomatic ®fABAm aui
• Modal 137,i39.ito:2 '(12 mm)sphericalsolids ,
capacitywhhwneximpeller
• Modei 4 :3/4'(19 mm)spherical solids capacity with • �
vorto:impeder nax
PUMP POERF
M 5M ANCE CURVE
Pose-Mate or eyu�a�ei� N
This is our fastest growing line of effluent N w rss
pumps.The 150 series is truly a workhorse
designed for reliability under extreme rt w
Conditions in an effluent environment. N
150 series pump curves cover a wide range N fat
of applications. They are well suited to N
applications with low pressure pipe(LPP) a ra,
and enhanced ff wSTEP systems.Zoeller's °A
cool run design and corrosion-resistant, N
powder coated epoxy finish, in addition °
w the hermetically sealed,oil-fitted motor rc
and non-clogging vortex impeller add up w
a long-lasting trouble-free product 10
APPLICATIONS:
• STEPoromireapPBcaduns LqA a N N m to
Light commemial dewatering NAA n88111I11 Aytpg
SPECIFICATIONS: 11ER$ A
• 1-1/2-NPT discharge xTE e»
• 3/10HP through 1/2HP r APR 1 12024
Available in nonautomatic or with a variable level
piggyback mechanical switch MASON COUNTY ENVIRONMENTAL HEALTH
1/2-(12 mm)spherical solids capacity with wrtex
thermoplxsdC impeller JBW
For more is fomxW-k see Techniml Data Sheet FM2784.
0 All rights reserved. ZOEL[ER PUMP CO. 1502-77&2T31 I 800-928-7667I wellerpumpaxom 9
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MASON COUNTY ENVIRONMENTAL HEALTH AS NEEDED tf
-I Septic Tanis must meetstandards FIGURE 2
and manufwturer must be on the:)ep'of Heath 16-t of—4-qered sewap tanI
Of
Ilk
Qnnow Septic Dea ow o f
EliSTAIL4nON,& dArfMNAXCE
pressure Distribution Systems s .„4
,r PAUL JOY JO HNSON
ere, �tsn r a"
1. Tnstsll Laterals with contour of tie ground-
2. Tastall trench bottoms level.
3. Install locator tape or rebar at each end of all drainfleld laterals.
4. Install observation ports as indicated on the plot plan. One rwaired at distal end of each
lateral in drainfield with bot'.om extending to the drainrock/native soil interface. Glide
"T"to bottom w Observation port cannot be easily removed from ground. Install
removable cap on top of port at finaLl grade level.
_ 5. Install drainfield dining dry weather and soil con a6dons any soil smearing must be
eliminated by hand raking.
6- Install threaded clean-puns at the and of all laterals (cap must extend to wihin six inches
of finished grade and be marked with locator tape or rebar).
7. Tnstall audio/visual high water level alarm.
8. Install 118"mesh non-corrosive pump sore—, (min. 12 sq. ft surface area,not to interfere
with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic tank.
Pull bio-tube every 6-12 months and flush back into tank. -
9. Install anti-siphon valve above puma in pump chamber to prevent te ptmlp chamber
from siphoning into the drainneld.
10.Install check valve in pump outlet line to prevent system from draining back into the
pump chamber.
I L Tee to Tee construction between laterals and manifold with orifices oriented ai 6 o-clom
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.
12--Filter fabric required over drain rock prior to back fil If the drain rock extends above
natural grade,nut the filter fabric at least 2 inches down the trench wail.
13.Encase all water lutes within 10' of dranfield and under any driveway/parking areas.
14.Divert all storm water nmoff away from on-site sewage system
15.No curtain dram allowed within 10' of the ur slope edge or 30' of tite down-slope edge
of the draiafield and reserve,area.
16.Have the septic tank and pump chamber pulped or inspected every 3 to 5 Years.
17.No vehicular traffic over drain_fleld area.
I S. Inspect floats, clean filters,and test high water level alarm every 6-12 months as needed.
19.All materials and workmanship must meet County and State regulation,
20. Deviation from this design without Tmor approval from the Designer and Mason County
Environmental Health Department will make this design hall and void.
21.All manhole lids and access, sampling or;r41)ectlOn pops sus have locking coven and
be located at ground level.
22. All pressure systems with a pump chamber outlet higher San the draiafield must have a
1/8"hole drilled in the discharge pipe above the pump to _ -ent siphoni�o.
23.All transport lines under driveways or parking areas m b toprevstir rnshing.
24.Homeowner is responsible for all property lines. 1/E
APR 1 12024
I
MASON COUNTY ENVIRONMENTAIHE ;
' J13W AITH