HomeMy WebLinkAboutSWG2024-00157 - SWG Application / Design - 4/16/2024 MASON COUNTY 415N6THELTON , 0427-97 ,EXT0 40
SHELTON SHELTON,
EXT54
BELFAIR:360-2754467,EXT 400
Public Health & Human Services ELMA'.360482-5269,EXT 400
FAX 360 27-7767
On-Site Sewage System Permit: SWG2024-00157
APPLICANT SMITH ET AL CAROL& ROBERT Phone:
CHARLES
Address: COLBY SMITH SHELTON, WA 98584
OWNER SMITH ET AL CAROL& ROBERT Phone:
CHARLES
Address: COLBY SMITH SHELTON,WA 98584
SEPTIC DESIGNER PAULA JOHNSONa Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION, WA 98592
Site Address: 530 E Aycliffe Dr
Primary Parcel Number: 321275000191
Permit Description: New SFR-3BR Nuwater+ Subsurface Drip
Permit Submitted Date: 04/16/2024
Permit Issued Date: 04/29/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $805.00 (edditbnal fees my be required upon installation of system).
Permit Expiration Date: 04/18/2027 (based on bats of nspeouon)
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 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 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/healthienvironmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
pg1EXKEIYED'.
MASON COUNTY M H
® COMMUNITY SERVICES M°{" `�' o 01 m
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ON-SITE SEWAGE SYSTEM APPLICATION m
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Colby Smith Dave Killoran (360) 426-0542 3
NAILINGAC0RE3S-STPEE?CRY.STATE.2IP000E m
2120 E Island Lake Dr Shelton, WA 98584 � a
SITEACIXiEb3-STREE?CITY ZIPCCOE
530 E Aycliffe Dr Shelton, WA 98584 m
NAMEOF DEBIGUER PRONE I N
Arrow Septic Designs, Inc (360) 898-2255
NAME OF PXgJE
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PERMRttPE;[eka one) DRINKING MINTER SOURCE
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MYRESIDENTIALOSS EDCQIMUNITYOSS Fal COMMERCIAL OSS f1 PRIVATE INDIVIDUALWELL E PRIVATE TWO-PARTY WELL 2 v
PUBLIC WATER SYSTEM
TYPE OF WJRN(aeNUPIreIp
If LL NEWLONSTRUCTION/UPGRADES REPAIRIFEPLACEMENT OTHER
❑ .S II T
M..A I E 13 TABLE
IX REPAIR
SURFACING DSHORELME I �
SUBMITTALS m IO
O SIZE
WOESIGN FORM(REQUIRED) Ii3SEPTIC DESIGN(REQUIRED) BEDROOMS 38� .39 acres 0 C
5WANER(S)(IFAPPLICABLE)
DIRECTIONS TO SITE AHO SITE CONDITIONSW RMNO@rol
Go out Hwy 3 and turn (L) onto E Mason lake Rd. Turn (L) onto Muirkirk Way. Turn (L)
onto Aycliffe Dr. Destination on (L), yellow sign "Smith" o
0
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SNEMUSTYEF[ADOEO FMDAI MA/N ROAD AND iE3tHOLE$YUBTBEGIAGGEO KTFv 1E3T MOLENN[BEN.
OfflCiAl USE ONLY BELOW THIS LINE
UPOPAOE/FA1WRE SOURCENTIONAC PUMPIl
O//OWNTARY �MAINTENANCENUMPING ❑BUILDING PERMIT QXOME SFOCOMPLUNT BOTHER: /S
INSPECTOR BOIL /'�'-c COMMENTS ICON TIONS r/1
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APR 16 2024
�Y
RECORD IXNVANG AND INSTALEATION REPORT
MLCODES: REQUIRED FOR FINALAPPROVAL.
V=V G•GRAVELLY S=SAND L=LOAM S=SILT C=CLAY E-EXTREMELY R=ROOTS
PEC SIGNATVRE DATE APM1CATpv E%PIRPi�I v/ �� API TICNAPPRpVEP'ISSI�GOV DATE
MA BE SCANNEBANO AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE 4\I�SL/1R0!SED PNQ015 LhE
UXJ
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 2 1 2 7 - 5 0 - 0 0 1 9 1
A design will be reviewed when 3 copies 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
v Scaled plot plan.including all applicable items on checklist. "Cross-section sketch.including all applicable items on checklist.
This form may be scanned and available f=7im
the Mason County Web site. 1lnsimum r srs: 11`X 1
NTIFICATION
• w' Anow S.Peo Designs,Inc
d gner's N ame:
Permit Number: SWG '�A�7 (360)g98-2255
Applicants Name: ----
Colby gner's Phone Number: ---2120 E Island Lake Dr171 E Vuecrest DrMailing Address: gner's Address:Shelton, WA union. WA 988592Citv State Cit Stare ZiARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑ Mound ❑Sand Lined Dminfield ❑Reci rmaling Filter.1}P::
({Aerobic Unit hleke:'Mudel
NuWatw SNR-500 ❑ Disinfection Unit Make/Mndei
Other; 500 Gel Pre-Trash Tank
,./ Drainfteld Type
❑Gravity
nI Pressure ❑Trench ❑Bed 6f Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class Netafm Drip
Daily Flow:Operating Capacity 270 " gpd Length 28.5 X 4=114 ft
Daily Flow:Design Flow 360 L''if. Diameter .66 in
Septic Tank Capacity NuWater BNR-500 gal Number 4
Receiving Soil Type(1-6) 4 Separation 1.5 ft
Receiving Soil Appl.Rate .6 gpd/ft` Orifices
Required Primary Area 675 tY Total Number of Orifices 456
Designed Primary Area 684 fit Diameter .42 gaVhr emitter in
Designed Reserve Area 900 fta Spacing 12 in
Trenchi Bed Width - ft Manifold
Trench/Bed Length 456 it Schedule/Class 40
Elevation Measurements Length header ft
Original Dminfield Area Slope 2 % Diameter 1 in
New Slope.If Altered 2 % Preferred manifold configuration used? RfYes 17 No
Depth of Excavation un-siope 6 in Transport Pipe
from Original Grade N.-slope 6 in Schedule/Class 40
Designed Vertical Separation 13+ in Length 40 fl
Gravelless Chambers Required? [IYes I6No ❑Optional Diameter 1 1°
Pump Required? 91 Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Difference in Elevation Between Pump Shuoffand Uppermost Dose quamity 30
got
Orifice 'a it Chamber Capacity 1,000 gal
uppermost Orifice Ed Higher ❑Lower than Pump Shutoff Pump controls, P&e al7sc b C required.
me 9, to
Capacity @ Total Presu Head 9.6 gpm 139.1 Timer /p- I e(_}�Pt vent Counter
84 hr
Calculated Total Pressure Head ft If Timer. Pu
Comments 2024
MASON COUNTY ENVIRONMENTAL HEALiH
JB
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DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 2 7 — 5 0 — 0 11 9 '1
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
56 Test hole locations 66 Drainfield orientation and layout Reference depth from original grade:
A Soil logs Ed Trench/bed dimensions and Rf Septic tank
0 Property lines critical distances within layout 61 Drainfield cover
❑ Existing and proposed wells 56 D-Box/Valve box locations Reference depth from original grade
within 100 it of property E6 Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations 69 Laterals,trench/bed,top and
surface water and critical areas ❑ Observation port location bottom
❑ Location and orientation of Rf Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation
components 66 Orifice placement other cross-section detail:
511 Location and dimension of 56 Lateral placement with distance ❑ Observation ports/cleat-outs
primary system and reserve area to edge of bed Other Information
It Buildings 9 Audible/visor t referenced Yes No
B] Direction of slope indicator lif Scale of do 'n on scale if ❑ Design staked out
RJ Waterlines bar r ❑ lid Recorded Notices attached
19 Roads,easements,driveways, a ❑ Rf Waiver(s)attached
parking .` 16 ❑ Pump curve attached
It North arrow and scale drawing t., ❑ 66 Evaluation of failure
shown on scale bart.;,r s,00au
PAULA aov Joaasoa`•, Non-residential justification
E ❑ Rf,(Waste strength
owner ❑ m Flow
DESIGN APPROVAL -
The undersigned designer must be ed br insta Ier zt time of installation fid Yes ❑ No
`F 9 -Z'+
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 local site regulations:
iro 1 I Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County l!Public Health. / p
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: '/ k1-Z 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
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Subsurface Drip System Calculations&Specifications
Colby Smith
Parcel#32127-50-00191
530 E Aycliffe Dr
Shelton,WA 98584
Number of Bedrooms 3.00 Length of Supply Lines
Operating Flow 270.00 From Header(loop system)
Design Flow 360.00 let# ft. 2
Soil Type 4.00 1 supply 10
Soil Ap. Rate 0.60 2 supply 10
Required Square Footage 675.00 3 supply
Designed Square Footage 684.00 4 supply 26
Lateral Length (looped) 114.00 ft.
Number of Laterals(looped) 4.00 ea 10
Dripline Spacing 1.50 ft. i return
Emitter Spacing 1.00 ft. 2 return 18
3 return 26
Dripline Length Required 450.00 I.f. 4 return 34
Dripline Length Designed 456.00 Lf.
Emitters Required 450.00 ea.
Emitters Designed 456.00 ea.
Let total 144
Header 6
Transport 40
Emitter Flow Rate 0.42 gal/hr each emitter Return 40
Design Flow Rate(#emitters x.42) 191.52 gal/hr. Total 230
Flow Rate(gal/hr/60 min) 3.19 gpm
Minimum Doses/Day 12.00
On Time(total per day) 112.78 min/day
On Time(per Dose) 9.40 min/dose
Off Time between doses 1.84 hours
1% _ 110 49
PAULA JOY JOHNSON`.
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APPROVE
APR 19 2024
MASON COUNTY ENVIRONMENTAL HEALTH
JB W
Subsurface Drip Looped Distribution Drainfield with Supply& Rartum Manifolds
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PROVE
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Install Dripper lines as level as possible across the contour grade MASON COUNTY ENVIRONMENTAL HEALTH
Divert all surface water away from the drainfleld area JB W
Air/Vacuum Relief valves are to be installed at highest point in drainfieid
5�1�
Subsl¢faee Drip Systems-Recommended Standards and Guidance
Effective Duat Julyl 2007
Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds
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APR 11 1014
MASON COUNTY ENVIRONMENTAL HEALTH
Jew
QDOH Publication#337-015 Page 37 of 52
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APR 2 9 M24
MASON COUNTY ENVIRONMENTAL HEALTH
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Quality Performance, Long-Life and
Reliable Onsite Effluent Control
Applications:
Onsite wastewater drip dispersai systems
Reuse applications including municipally
treated effluent designated for inigation and
other disinfected and non-disinfected water
sources
In a treatment system such as an
intermittent sand filter or mound system
Rainwater harvesting systems
• Greywater systems
Wherever effective removal of debris is
required
Typically installed downstream of treatment
process when used with onsite effluent
Can be used with domestic strength septic
tank effluent with proper design and The PUHEAOWORKS4 Comes
operation Standard in a 24"Riser
Features &Benefits:
. Continuous forward flushing of drippedine keeps piping networks clear of debris
• Ready-to-install for ease of installation
• Comes standard in a 24"riser
• Simply attach system piping to headworks
• Can be used with demand or timed dosing
• No electrical components to wire
Compact size fits in 24'riser
Centralized manual controls make flow setting easy
• Manual flow control of flushing velocity allows for infinite setting control
• All components easily accessible for easy maintenance
• Union fittings for easy assembly and disassembly of components
Filter.
• Highly effective multiple disc ring design captures and holds more debris than screen filters
• Low friction loss keeps system costs down
• Rings are easily removed for fast cleaning without the need for scrubbing
• Greater holding capacity of the rings vs.screen fitters mean less frequent cleaning
• Color-coded disc rings make identification of mesh rating fast and easy
• Fitter ring sets are easily replaced to meet system mesh/micron requirements
• Fitter size can Ix,incroaeed ta'1"Long'without replumong
• Water Meter.
• Designed for reclaimed water for long Iffe
• Easy to read dial P P R O V E
MASON COON�N I ON�ry
DTALHEALTH
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Specifications:
• Filter
• Mesh: 120 mesh(1210 micron)
• Rhar Body and Cover.Reinforced Polyamide
• Disc Rings:Polypropylene
• 4Rings and Seals: Nitnle&EPDM
• Clamps,Spring and Bolts:Stainless Steel
• Temperature Range:-40•-160•F(-40'-70•C)
• Maximum Pressure: 140 psi (9.65 bar)
• Meter.
• W x W brass
• Analog dial
• Gauges:
• 0.100 psi range (0-6.9 bar)
• 214,glycerin filled Wilke pressure gauges
• Flow Range:2-20 GPM (7.6-76 literalminute)
• Maximum Pressure: 60 psi(4.1 bar)
• Length:24" (61 CM)
Width:24'(61 cm)
• Depth: 13"(33 cm)
Inlet/Outlet Pipe&Diameter. 1"Sch40 PVC
Application Recommendations:
Wherever automatic flushing of a drip network is desired
• Any domestic or commercial application
Ordering Information:
Model Number Description Flow Range
PUHEADWORKS4 Continuous Flush Headwo 2-20 GPM
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Corporate Headquarters
13440 S.E.30th Street
Bellevue,WA 98005
Phone: (425)746-8400
Fax(425)641-8885
www.bdfbwlcr.C=
APPROVE
APR p 9 "
MASON COUNTYENVIRONMENTq!_HEALTH
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Netafim Drip/Micro Irrigation Solutions
Wastewater Division
Dioline® Pressure Compensating Dripline Technical
Specifications
• Dripper flow rates: 0.4 0.6 or 0.9 GPH
• Dripper spacings: 12' 18" or 24"dripper spacings and blank tubing
• Pressure compensation range: 7 to 58 psi(stainless steel clamps recommended above 50 psi)
• Maximum recommended system pressure: 50 psi
• Tubing diameter: 0.66" OD, 0.56"ID
• Tubing color: Purple color indicates non-potable
• Coil lengths: 500' or 1,000' (Blank tubing in 250')
• Recommended filtration: 120 mesh
• Bending radius: T'
• UV resistant
• Tubing material: Linear low-density polyethylene
EXPLODED VIEW OF BIOLINE DRIPPER
Bottom View Top View
Large inlet filtration area
(bottom of dripper) Dripper QuNet
e I (top of dripper)
Physical barrier separates where
water leaves the dripper from
Chemical-resistant where it leaves the tubing.
molded silicon
diaphragm
Dripper's Top View
Top of dripper{turned over)
TurboNet wide
flow path400P N ® V
APR 111111
MASON COUNTY ENVIRONMENTAL HEALTH
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DRIPPER FLOW RATE VS. PRESSURE
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PRESSURE(psi)
Between A and 7 psi,the dripper functions as a
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design flow is not exceeded at system start-up.
Bioline Dripper Operation
Biolineg dripline drippers are pressure compensating- delivering the water uniformly into the soil for
further treatment or for reuse by the landscape. These unique drippers allow the tubing to be installed on
flat topography or steep slopes.
Bioline drippers are protected against microbial slime. Each dripper is impregnated with an antimicrobial
agent to resist biological build-up.
Netafim drippers are continuously self-cleaning during operation, not just at the beginning and and of a
cycle. The result is dependable, clog-free operation,year after year.
PPROVEII
APR 2 9 232410
MASON COUNTY ENVIRONMENTAL HEALTH
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JBW P P I / !/
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e,.m4 AEROBIC TREATMENT TANK DETAIL FOR
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Septic Tanks must meet standards required by WAC chapter 246-272e
manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2
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WA TWM PUMJCUW M337-0R -Page 35 01765 7
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NuWater BNR Pretreatmenty"�
INSTALLATION&MAINTENANCE
r PAULA JGT JUHNSON .
Subsurface Drip Distribution Systems 16 0 SIGN
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1. Install subsurface drip tubing level with contour of the ground.
2. Install drainfield during dry weather and soil conditions;any soil smearing must be
eliminated by hand raking.
3. Install audio/visual high-water level alarm. Redundant off switch not required.
4. Install vacuum relief valve on both the supply and return header manifolds. These must
be installed at the high point in the distribution field and include a gravel sump.
5. Supply and return header manifolds and feeder lines should be installed at a higher
elevation than drip tubing,or an earth damn should be created to prevent drainback.
6. Tanks must have risers to the surface as required by Mason County to ensure easy access
for future operation and maintenance.
7. Supply and Return Header Manifolds,Headworks and vacuum relief valves must be in
boxes accessible from the surface for future operation and maintenance.
8. Ensure 6"minimum cover over the drip irrigation tubing.
9. Install return line from headworks back into the pump chamber.
10. Encase all water lines within 10' of drainfield and under any driveway/parking areas.
11. Divert all storm water runoff and house downspouts away from on-site sewage system.
12.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge
of the drainfield and reserve area.
13.No vehicular traffic over drainfield area.
14.Inspect floats,clean filters,and test high water level alarm every 6-12 months as needed.
15. All materials and workmanship must meet County and State regulations.
16.Deviation from this design without prior approval from the Designer and Mason County
Environmental Health Department will make this design null and void.
17.All manhole lids and access, sampling or inspection ports must have locking covers and
be located at ground level.
18. All transport lines under driveways or parking areas must be encased to prevent crushing.
19. Homeowner is responsible for all property lines.
20. The preferable cover planting for subsurface drip is turf or grass. The homeowner should
ensure no into-tilling or digging in the area of the drip field to prevent damage to the drip
tubing. Also, invasive plant species should not be allowed.
21.Note to installer: The voltage of the NuWater Panel is to match the voltage of the pump.
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.
APPROVE
APR 2 9 2074 1
MASON COUNTY ENVIRONMENTAL HEALTH
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