HomeMy WebLinkAboutSWG2024-00156 - SWG Application / Design - 4/16/2024 SM
® MASON COUNTY 415N 6THELTON: 60427-O70,EXT 40
SHELTON:360-275-"70,EXT 400
BELFAIR:380-2]SJ48],EXT 400
Public Health & Human Services ELMA:36048 69,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00156
APPLICANT JAMES ANTHONY J&EVA Phone:
Address: 1533 SE COLE RD SHELTON,WA 98584
OWNER JAMES ANTHONY J&EVA Phone:
Address: 1533 SE COLE RD SHELTON,WA 98584
SEPTIC DESIGNER PAULA JOHNSON• Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
Site Address: 473 SE Ellis Rd
Primary Parcel Number: 319032290030
Permit Description: New SFR-4BR Nuwater
Permit Submitted Date: 04/16/2024
Permit Issued Date: 05/09/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (additional yeas may W mammd u,on lnstaMden of syscom).
Permit Expiration Date: 05/0812027 (based on data orinapeno,)
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 upslope 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
bacLfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSFE 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/healthlenvironmentallonsitefoss-inspection-mquest.php or call:
360-427-9670,extension 400.
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OFFICIAL USE ONLY
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MASON COUNTY ' = w
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APPLICANT 360 620-1307 =
Anthony & Eva James ( ) ;
MAILINGADDRESS-STREET CRY.STATE.MIWOE
1533 SE Cole Rd Shelton, WA 98584 a
SREADORESS-STREET.CRY,DPCCCE
Shelton, WA 98584
473 SE Ellis Rd r '
NAMEOFCESIGNER PHONE
Arrow Septic Designs, Inc (360) 898-2255
PHONE o
NAME OF INSTALLER C
vi I O
PERYITttFE MBNNMI ,,WING WATER SOURCE
CCI p z
®RESIDENTIALOSS I1COMMUNITYOSS InCOMMERCIALO.SS mI PRIVATE INDIVIDUAL WELL EPRIVATETWOPARTYMLL I2 W
®PUSUC WATER SYSTEM I
TYPEOFWORM(xl ) IN
®NEWCONSTRUCTIONIUPGRADES fEREPAIRIREPLACEMENT OTTER DETAILSIMNYWmetepyYl ❑TABLE IX REPAIR
❑SURFACING SEWAGE O EXISTING FAILURE ❑SHORELINE m I N
SUBMITTALS
ZOESIGLOT SIZE
(REOUIRED) SEPTIC DESIGN(REOUIRE0) BEDROOMS 4 3.51 acres 0
I]�NMIVE0.(S)(IF APPLICABLE)
DIRECTIONS TOSREANO&TE CONO'TION3.lv I[N!tl Wial
CD
From downtown Shelton, take Hwy3/Olympic Hwy S to (L) at SE Craig Rd and immediate
(L)onto SE Cole Rd, Take a (L) onto SE Ellis Rd, follow to driveway entrance on (L)with r CD
multiple private driveways, Park at Gate with Green Sign "473 SE Ellis Rd" and walk into I-N
site, look for long pink ribbons on (R) side of clearing for test holes. w
$TIENUST BE RAGDEOW(OM MAAV RDAOINOTESTIKKSS MUSTBFMGOED NIINTEST MCLENLMBER3. W lCD
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(W HNPAHI q ryTwq
OVOLUNTARY OMAINTENANOENUMWNG E]BUILDING PERMIT E]HOMESALE []COMPLAINT OOTHER:
It
INSPELTORSOLLOCSE3) +-D A44f
COMMENTS/CONpTICNB Cn
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APR 15 2024
sy— 700 —
REODRDDRAWNGANDINSTALIATICNREPORT
SOILM0B8: REQUIRED MR FINALA➢PROVAL
V=VERY G•GRAVE0.Y 5=SANO L=LOAM S=SILT C=CLAY E=EXTREMELY R=ROOTS WE� � Z'
6 C RSIGN E DATE APPUCATIOH EYPIMTION WTE
TICN APPROWIX ISSUED BY
Z� � S`q-2
TN VBE SCANNEDAND AVAILABLE FOB PUBLIC VIEW OM THE MRBONCWNIYBIEBSITE
RENSEDINMlI
1
DESIGN FORK—PAGE ONE Assessor's parcel Number: 3 1 9 0 3 — ? 2 — 90 0 3 0
A design will be reviewed when 3 Copies 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 'Cross-section sketch.including all applicable items on checklist.
This form m be sunned and available for public view on me Mason County Web stba VOltimum _a er size it K)
PARCELIDENTIFiCATION
Permit dumber: 5\1'G_ Y _ OOLq(p Desienzr's Name:
Arrow Septic Designs,Inc
Anthony&Eva James Designer's Phone Number: ( 'O)�-�55
Applicant s Name: — 171 E Vueereet Dr
Mailing Address: 1533_SE Cole Rd _ Designer's Address: _Samsam
on, WA WA 9115a4 Union, WA 9
City Slate Zi CitY State Zip
-,;, . DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Dramfield ❑Recirculating Filte,TYM:
G(Acrobie Una MpkJModel
NuWatsr BNR-500 O Disinfection Unit Make/Model Other:
500 Gal Pre-Trash
Drainfteld Type Bed ❑Sub Surface Drip
❑Gravity Ed
Pressure 91(Trench.
Septic Tank/Drainffeld Specifications Laterals
Number of Bedrooms 4 Schedule Class 40
Daily Flow:Operating Capacity 360 gpd Length 64 ft
Daily Flow:Design Flow 480 gpd Diameter 1.25 in
Septic Tank Capacity (working) NuWater BNR-5W gal Number 4
Receiving Soil Type 116) 4 Separation 9 ti
Receiving Soil Appl.Rate 0.6 gpd/ft` Orifices
Required Pitman Area 8p0 t1= Total Number of Orifices `ter
Designed Primary Area 810 1,12 Diameter 3116 in
Designed Reserve Area
810 ft'- Spacing 60 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length
270 ft Schedule/Class 40
Elevation Measurements
Length header ft
Original Drninfield Area Slope
1 % Diameter 1.25 in
New SIOpe.If Altered 1 Prekmed manifold configuration used? ❑YesNo
u'Mo' 12 in Transport Pipe
Depth of Excavation 40
from Original Grade Down-slops 12 in SchedulciClass
13+ in Length 140 ft
Designed Vertical Separation 2 in
Gmvelless Chambers Required? ❑Y'es ❑No Bfoptional Diameter
Pump Required? fiffYes ONO Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/do) 4
120 gal
Dlff.in Elevation Between Pump R LppennOsr Oritice 5 ft Dose quantity 1 200 gal
2 ft Chamber Capacity(flood)
Drainfield Squirt Heigbi Selected Residual(bead) ftlmp controls:please check those required.
Uppermost Orifice 9 Higher O Lower than Pump SI1ul0ff Timer fi(Elapse Meter @(Even Counter
Capacity @ Total Pressure Head 32.45 gpm fif2 min ,Pump off 6 hr
Calculated Total Pressure Head 11.95 It If Timer: OF
Comments p V E
M MAY a 9
Q� yENWRONME
(� q�
ry Lo MENTAL�-�2 Jaw HEALTH
DESIGN FORM—PAGE TWO Assessor's Parcel Number.3 1 9 0 3 — 2 2 -- 9 0 0 3 0
Permit Number SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
16 Test hole locations 19 Drainfield orientation and layout Reference depth from original grade:
m Soil logs Rf Trench/bed dimensions and Rf Septic tank
16 Property lines critical distances within layoutEX Drainfield cover
19 Existing and proposed wells 66 D-Box/Valve box locations Reference depth from original grade
within I00 ft of property Rf Septic umk/pump chamber and restrictive strata:
❑ Measurements to cuts.banks,and locations GF Laterals,Irench,'6ed,top and
surface water and critical areas 9 Observation port location bottom
❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption fid Manifold placement ❑ Sand augmentation
components 19 Orifice placement Other cross-section detail:
Ill Location and dimension of fib
primary system and reserve area Eff Lateral pl cc t with distance Observation ports/clean-outs
0 Buildings to edge o Other Information
lid indicator56 referenced Yes No Direction of slope indicor
m Waterlines 56 Seal . ' 'n on scale d ❑ Design staked out
. ❑ 9 Recorded Notices attached
Roads,easements.driveways, ❑ lif Waiver(s)attache]
parking lid '. 'y'
North arrow and scale drawing fd ❑Pump curve attached
shown on scale bar PAuu joy..OFWson',� ❑ 9 Evaluation of failure
Up. '
a r Non-residential justification
❑ fif Waste strength
❑ �FIOw
DESIGNAPPROVAL
rh.u.de� dd'�, ner must be ngttfied b'�ins let at time of installation �Yes ❑ No
7-1
Sngnature of Designer Date
eviewed this design on behalf Of Mason County Public Health and determined it to be in
and local tr-klations:al Spe nst Date
CAUTION: DESIGN AP OVAL 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 atTect 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 scanned and available for public view on the Mason County Web site.
Updated Date: l2f 2015
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Length Length Orifice # Distance from Distance from
Lateral# (In.) (Ft S in Orifices Feeder
24ne(in.) Clean24t(In.
1 648 54 60 11 24
2 648 54 60 11 24 24
24
3 648 54 60 11 24 24
4 m 54 a
0 11 5 648 60 11 24 24
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Total Lateral Len th 2 00 55 GPM= 3245
Total H Orifices
Dynamic Head Calculations
2 ft.
Selected residual pressure:
Length(Ft.) If Orifices 2.52 ft.
Transport Pipe 140 55
Feeder Total
Lateral Line Length Lateral#1 54 2 56 11 p, ft.
11 0.37 37 ft.
Lateral#2 54 11 65 t 1 0.48 ft.
Lateral#3 54 20 74 11 0.54 ft.
Lateral#4 54 29 83
54 38 92 11 0.60 ft.
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Double shots ualversions available for adtled pmtecdon
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FIOW—Mate Formore i01hadon,see Tachnimi DEN Sheen FM1]82,FM2]83.
In high head dewatering or effluent
applications where pumping H..Nxn arttwr
performance is critical this robust
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tamlly of pumps is hnown for Mi ability,
durability and performance. These
pumps are especially suited for harsh
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and wrtosiorr-resistant powder coated
epoxy finish add up to a Long-Lasting
trouble free product.
APPLICATIONS: n9
• STEPororwivapplicadons F,
Wesertransfer _
Light commercialde mnng
SPECIFOATIONS:
1 V2'HPTdischarge
1/2HPthrough1HP MADE IDn i Dgq
• Avaiable in aummatic or nonaummatic
1NFPYf+0dip alLLl0m11
• Model 137.139.140:1/2'(13 mm)spherical solids • . . -
cawdty whh wmNimpeLler
Model 145:311•(19 mm)spherical solids capacity with 'sxNe
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PUMP PERFORMANCE CURVE
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designed for reliability under extreme
conditions in an effluent environment p N +se
150 series pump curves covera Wide range 4
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cool run design and corrosion-resistant, a N
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APPLICATIONS: a
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Available in nonauromadc or with a variebte Le✓et
piggyback me IIIIAmiswitcM1
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thermoplastic impeller � - F✓1C7y
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INSTNIATION IMSTRUOTIORa
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tank gn all sidax _
2)RCoBom of Mle is rtanY•inrtall3'of mmPM sand&level ____—
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5)I,VWI rest of system.8 affix risers to adapters
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AEROBIC TREATMENT TANK DETAIL FOR
NuWATER BNR-500 TREATMENT UNIT
ENVINamivr ,,T INC.
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WASTE-MATE SERIES
.�q Models 270,4270 Sewage/'Effluent or DewaterPng PUMPS
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PRODUCT SPECFFICATTONS
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Max.Haad 29'(e2 ml
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MU Dparrting Tam.. t90•F ls4°C7 DDUELESEAL
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Momr Pro«Pddn Aum ruttNermai o.doed B-0RC
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s02.778-2731 1800-826-)B87 13W and Run Road I '-ouiaville,KY 4
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2-Com artment Se tic Tank with Solids Pum in Second Chamber
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SOCUM LID WM "S TMff OU
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1 ACCESS RWM nil=$WE
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SEPTIC TANK
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NuWater ENR Pretreatment .
INST ATssure DALLION M& AINTE „ o
preistribution Systems PAU' JOT JOH. CN
1. Install Laterals with contour of the ground
2. Install trench bottoms level. eld laterals.
3. Install locator tape or rebar at each end of all drainfi
4. Install observation Pofts as indicated on the plot plan. One required at distal and
of each
lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue
° r'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,fain 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
d void.
locking covers and
18.All manhole lids and access, sampling or inspectionports must v
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 encased to prevent mushin¢.
21,Homeowner is responsible for all property lines• tact your septic installer.to
22. Please Note: When You begin using your aepti° cc on your
discuss setting up a schedule for your required
NuWater Pretreatment system.
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