HomeMy WebLinkAboutSWG2024-00334 - SWG Application / Design - 8/6/2024 SHELT
584
MASON COUNTY 415N 6SHELTON: 60427-O70,EXT 400
SHELTON:380<2]-96]0,EXT 400
BELFAIR:360-275-0 67,EXT 400
Public Health & Human Services ELMA:3604825269,EXT 400
FAX 360-427-7787
On-Site Sewage System Permit: SWG2024-00334
APPLICANT KRUEGER BETTY L Phone:
Address: 14241 E STATE RT 106 BELFAIR, WA 98528
OWNER KRUEGER BETTY L Phone:
Address: 14241 E STATE RT 106 BELFAIR, WA 98528
SEPTIC DESIGNER Jim Zimny Phone: 360-516-7287
Address: 7178 WINDFLOWER PL NW SEABECK,WA 98380
Site Address: 14241 E State Route 106
Primary Parcel Number: 222215100028
Permit Description: New SFR-3BR Pump to Gravity
Permit Submitted Dale: 08/06/2024
Permit Issued Date: 01/13/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (additional leas may be required upon lnslarelon or system).
Permit Expiration Date: 08126/2027 (based on date of nspecrmn)
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 Dreinfreld 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 backf/l 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: masonwuntywa.gov/health/onvironmentalionsite/oss-inspection-request.php or call:
360-427-9670,extension 400.
i
OFFICIAL USE ONLY
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BETTY KRUEGER 360-731-8013 Z
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14241 ESTATE FIT 106 BELFAIR WA 98528 r1j
NAMEOFLESGNER RI'JNE
Jim Zimny 360-516-7287 N
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PERCMITTYPE RYc pRINNNO VATER SOURCE 2 IINV
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WEMITTNO [311RFACINGSENN4)E OEXISTNGFAILURE OSHOREUNE 0
foIDESIGNFORM(REWIRED) FISEPTC DESIGN(REWIRED) BEDROOMS LOT3� r I �
6NMIVER(S)(1FAPPUCABLE) 5 5.28 Acres Qj I I
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gRECTION5T09TEAN05TELONpTIONS(ac trJaf peb) O
From Shelton take hwy 311 miles take left at E Mason Benson Rd, in 2.5 Miles take Rt on 10
E Trails Rd. In 4.4 mlles take left on ST rte 106. in 1.8 Miles the house is on the Rt. Take
the driveway on the left and follow up the hill to the pink ribbons. Test holes are flagged o 10
form there. t �yyN
S/IEMusraEFuea®mwIIMMRwoAlwmlxoLwwsreEruea®Tmm TmrAaLEMalaeTs 0,
OFFICIAL USE ONLY BELOW THIS LIM —
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[3VOLUNTARY OMNNTENANCEANMPINO DBUIMNGME E]I M SALE OCOMPIAINT 0OTHER:
IN9PELTCR SgLLCG6 COMM@hSICGN)TIONS
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V=VERY G=GRAVELLY 5=3NID L=1DM1 51=9LT L=CLAY E=EXTREMELY R=ROOTS RE-0UIRED FOR FlNLLANROVAL
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1 Y BE SCANNED ANDAVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSRE J UU REVISED 1-5
DESIGN FORM—PAGE ONE Assessors Parcel Number 22222215100028- --
A design will be reviewed when 3 comics of each of the following are submitted:
•Completed design form that has been signed and dated. "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 farmmaybe sunned and aratlable for public view an the Mason Counts Web site.M crimwn paper size: 11"X 17"
PARCEL IDENTIFICATION
Partial Number: SWG - Designer's Name: Jim 2immy
BETTY KRUEGER 360-516-7287
Applicant's Nam: Designer's Phone Number:
14241 E STATE FIT 106 718 windllowfir Ill rev
Mailing Address: Designer's Address:
BELFAIR WA 98578 3eebeQ WA 9&980
city State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
0 Glendon Biofiber ❑Sand Filter ❑Mound ❑Sand Lined Dreinfreld ❑Recirculating Filter,Type:
❑Aerobic Unit MA.Model ❑Disinfection Unit MakegAodel Other:
Drain6eld Type
OrGravity ❑Pressure ErTrench ❑Bed ❑ Sub Surface Drip
Septic Tank/Drainfreld Specifications Laterals
Number of Bedrooms 5 Schedule/Class 3034
Daily Flow:Operating Capacity 450 glad Length 56' ft
Daily Flow:Design Flow 600 gpd Diameter 4" in
Septic Tank Capacity(working) 1500 gal Number 6
Receiving Soil Type(Ifi) 4 Separation 5' ft
Receiving Soil AppL Rate 0.6 gpd/fte Orifices
Acquired Primary Area 1000 ft Total Number o Orifices NA
Designed Primary Area 1000 ft' Diameter in
Designed Reseffe Area 1000 ft' Spacing in
Trench8ed Width 3' ft Manifold
Tioneb/Bed Length 335' ft Schd �q NA
Elevation Measurements Le °CE``" �'z"""' ft
:�s,�iv_m:"1
Original DrdinSeld Area Slope 10 % Diameter nN in
New Slope,If Altered 10 % Preferred manifold configuration used? 0 Yes 0 No
DepthofE=ivation Up-dopo 12 in Transport Pipe
from Original Grade pa alapa 9.51 in Schedule/Class SCh 40
Designed Vertical Separation 36 in Length 516 ft
Crravelle ss Chambers Required? ❑Yes 0 No If Optional Diameter 1.25 in
Pump Required? Rf Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdosesiday 6
Dif£in Elevation Between Pump&Uppermost Orifice 90 It Dose quantity 75 gal
Dwinfteld Squirt Height/Selected Residual(brad) V It Chamber Capacity(flood) 1500 gal
Uppermost Orifice!'THigher 0 Lower thatthmrp Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 20 - glint erimer Stlapse Meter I rEvian Counter
Calculated Total Pressure Head 100' ft WZ. a ,pump off 4 hf8
Comments
JAN 132025
JBW
DESIGN FORM - PAGErWO Assessor's Parcel Number. 222215100026-
Permit Number. SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ef Test hole locations 0 Draunfield orientation and layout Reference depth from original grade:
0 Soil logs Id Trench/bed dimensions and IfS Septic tank
0 Property lines critical distances within layout IE Dminfield cover
0 Existing and proposed wells Ig D-Box/Valve box locations Reference depth from original grade
within 100 ft of properly 19 Septic tank/pump chamber and restrictive strata:
0 Measurements to cuts,banks,and lemons 0 Laterals,trench bed,top and
surface water and critical areas fa Observation port location bottom
0 Location and orientation of IB Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ❑ Manifold placement ❑ Sand augmentation
components ❑ Orifice placement Other cross-section detail:
0 Location and dimension of Pf Lateral placement with distance Iff Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
19 Buildings 0 Audible/vis arm referenced Yes No
0 Direction of slope indicator pf S `Yp is own on scale ❑ I f Design staked out
Id Waterlines Q� Y ❑ L(Recorded Notices attached
0 Roads,easements,driv ,9 {�_N/ h ❑ ❑Waiver(s)attached
parldng 9 ' B ❑Pump curve attached
tion of
ure
0 shown on scale bscale dm N aAN UEN1Py • Non-residential d ntial justification
to ton
❑ ❑Waste strength
LICENSE I 'ER ❑ ❑ Flow
DE§IGN
The undersigned designer must be notified by t
at time of installation Pf Yes ❑ No
�'?V-2Zy
Signature of D i 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-sr gulations:
(�i ( t ,vim t"ate
Enviq rri —He�alih�Specialis[ Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. <K --7
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: %� Z�
✓ 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 maybe scanned and available for public view on the Mason County Web ske.
Updated Date: 12n12015
Advantage Perc & Design
Timely•Reasonable•30 Years of Local Experience
Construction Notes for pump to gravity 5 Bedroom System:
Pressure Distribution w/graveless chambers(Rock and pipe may be substituted)
Install 6-56' laterals
Install on 5'foot centers.
Use an 8 hole dbox w/riser to the surface of the ground
Install 12"trench depth on hlghside of trench and maintain 36"of vertical separation
Install level and along contours.
Install In dry weather only.
Properly abandon existing 1000 gallon septic tank
Install new 1500-Gallon septic and 1500 gallon pump tank. Maintain MY shoreline setback
Boring under STE Rt 106 must be done in accordance with all state and county code approvals prior to
the boring taking place. Use approved piping with a 6"diameter if approved.
Install 515' of sch 40 11/4"pump line of equivalent.
Install check valves every 100'with maintenance risers to the surface of the ground
See pump Chart for Pump Specs
Use Rhombus ISF Control Panel w/audible and visual alarms for low and high water.
System designed for typical residential waste strength sewage only.
System designed for 600 Gallons Per Day Rol e
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• lvlechnical Data Sheet
PF-Series Submersible Effluent Pumps.
MHz, 100mm (4in)
Appikafaw Features/Specifications
Orenco's PF-Series 5OHz,100mm(40 Submersible Ufluent Pumps are To specify Wis pump for your installation,repuire the IWbwing:
designed to tsarspod screened effaeht(with low TSS OM MIS)from septic . Minimum 24-hour molly capability(uW id end)wIN no deteriaa0on
tanic or separate dosing tame.AN our pumps are constructed of FOht- in pump M or petfmrmance
weight,conoslon-resslarm stainless steel and enli noxed plastics:ad are . 3mm(V8Y1)typos orifice to ware Iow recradafien fa moo cod-
field-serviceade and vulnerable YA oommor tons. ht0 and to prevent air bind
These effluent pumps are used in a variety m appticalios,ddu*@ • F-aW r Electric Super Stamess motor,rated for continuous use and
pressurized draididds.pacleabed tNexs.mounds.aerobic units,atlu- frememt% dn9
ent irrigation,lipoid-omy(eHsenq sewers,W&VId,logo",and mare. . TFI-SEAL m floating Impeller design on O.fil/s and 1.9Us 0Ogpn
These pumps are designed to be used with a BMW pump vaud a and 30gpm)models;flooding stack design On 3.2Us and 4.7Us
after a secondary treatment system. (50gpm and 75gpm)models
• Type SOOW OOOV motor cable
• Tonque sae Omwole for ad pump matlal5)
— Disctarge correction • liquid end repair Idts(avaiable for better long term cost of owership)
Standard Models
See me specifiwtims chart on page 2 for a list of staorlard pumps.
For a complete list of available pumps,call Orenco.
Product Cade Diagram
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- R Data
Biotube® Universal Pump Vaults
For use with Orenco 4m (100mm)Submersible Effluent Pumps
Applications General
Orenco amube Universal Pump Vaults are used to filter effluent that (Marco awtbe Unyversni Pump Vaulls klude a molded homing
is pumped from septic tanks a separate dosing tanks in(quid-only with an internal Biotube finer cartridge.Effluent enters through into
server systems and on-site wastewater treatment systems.Rump holes around the perimeter of the Biotube vault and flow:through
vaults hose a Biotube effluent filter and one or two Orenco 4in the aoWbes to the external flow inducer.The external flow kdtx;er
(100mm)submersible emuem pumps and can be used in sing oom- accommodates one or two pumps.Support pipes are Included to
panntent septic Marks with flows hp to 40gpm(2.5Usec).When flows suspend the vault in a tank ape".Term"68in(I727mm)vaults,
are greater than 40gpm(2.5Lhxc),a doubte-conpariment septic tank which rest on the bottom of the Mink imlead of on support Apes,are
or separate dosing lank is necanme ded-The Bbkbe Attend filters also available.The filter cartridge an he removed without pulling the
remove almost two-Units of suspended solids. pulp a the vault.
Standard Models
support pipe PW48-1818,PVU57-1819,PVU6B-2419,PM-2419,PV1195-3625
Product Code Diagram
L�wWirt NnteeQmpm,r
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External lbw m .00mw�cAeweW
Inducer wam.iWR.mb.a:
13 =13n(S1omm1
le =16h µ5]mml
19 =19h(189nn1
15 �RSiilaS`nml
is =fa,nnmm
N =2GnplPnny
39 =inn ryi<mM
inlet holes
at
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gdB1l'w Materials of Construction
Tank Access and Riser Diameters support pipe schedde 80 WC
0itneu>dohhs,in(mm) PVII with NO with Biotube vault Pdyethyiene
simplex pump duplex pumps Bbntce cartridge PotypropyfenelWC
Tank access,minimum 19(483) 19(483j
Tank access,recommended 20(508) 20(508) flat valvsteme
PolyprSchedopylene
40 WC
Riser,minimum 24(600) 30 p50) Oran rdve III PoNProPllate
_. Y■ Orenco systoms'•see-349-!lBCi•♦1 541-49B-44I9.www.orewcocom x1D-BdP-Wus
ell prdfuc(oiw valanttllce 655nr1An3 meeavawmpcpsa'ed�t.eatetlrem,�yeralion,Yrw awP"aIoff2
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; Orenco Biotube Universal Pump Vaults - Technical Data Sheet
A A
D E 0
Pip-
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F C
Top New
21n(5WO.. 4 Standard Dimensions, in (mm)
A 2(7q
4002)
C 17.3(43%
9 16.
H 1 01 Uall,
vale
Nit
side cutaway Vim
Specifications
PV PVU61 Model L057-1819 I
F Vault height,in(nim) 48021% 570448) 680727) 84(2134) 95(2413)
0 Lowest fioatset"pole,b(nam) 21 M 29(737) 35@89) 510295) 500270)
H Inlet hole height,in(Mmr 18(457) 19(483) 19(483) 19(483) 25M
I %lube ciartrettle height.in(num) 18(457) 18(457) 24(610) 24 fol% 36(914)
Bialube mesh opening,in(nnnn) 0.125(3.2) 0.125(3.2) 0.125(3A 0.125(3.2) 0.125(3.2)
Htff flow area,W(m) 4.4(6.4) 4.4(0.,1) 5.9((0.5) 5.9 10.6) 9.0(0.84)
Fiftff surf"area,If(m) 14.50.35) 14.50.35) 19.7 0." 19.7(1.83) 30(2-79)
Miudmunn flow(0,glare Vises) 140(84 140(84) 140(B.% 140(U) 140(118)
May vay dep..IV.the molovagon of do&*
WID-GOP4111.1-5 Orenva Systems'-00.34 -OM•+1541-459-4449
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