HomeMy WebLinkAboutSWG2025-00092 - SWG Application / Design - 3/20/2025 MASON COUNTY 415N6THELTON:STREET,SHELT967 ,EXT 400
SHELTON:360-275 9170,EXT 400
BELFAIR:360-275-046T,E%T 400
Public Health & Human Services ELMA:360482-5269,E%T 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2025-00092
APPLICANT AB FINE HOMES LLC Phone: 360-898-0055 X 3
Address: 871 E BEACH DR UNION,WA 98592
OWNER AB FINE HOMES LLC Phone: 360-898-0055 X 3
Address: 871 E BEACH DR UNION,WA 98592
SEPTIC DESIGNER PAULAJOHNSONe Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION, WA 98592
SEPTIC INSTALLER HANSON EXCAVATION LLC Phone: 360-239-6792
Address: 86 E BANJO LANE SHELTON, WA 98584
Site Address: 41 E Vine Maple Ct
Primary Parcel Number: 321045200119
Permit Description: New SFR-3EIR Nuwater+Subsurface Drip
Permit Submitted Date: 03/20/2025
Permit Issued Date: 03/27/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 (.dddbnel I.may r w.,, upon bsaw.n dayrbm).
Permit Expiration Dale: 03/24/2028 (based nn deb PflrePM )
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 backffll 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/health/environmentallonsiteloss-inspection-mquest.php or call:
360.427-9670,extension 400.
�JOFFICIAL USE
ONLY A�
DATEIIILFrvFO o9•Zo ' LOZ✓
MASON COUNTY MD N B MCD DBY o m
® COMMUNITY SERVICES Sj�'rj _ z 0
OuNNNe�N,)Ee,ry,R"„R).HEZIIN/EITMmRImnMI HeaIM1 SWG od92
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ON-SITE SEWAGE SYSTEM APPLICATION m m
PHONE r
APPLICANT (360) 898-0055 a c
AB Fine Homes CD s
MAILING ADDRESS-STREET CITY STATE ZIP CODE (� ion
`Il,p flOG92 M
871 E Beach Dr av\ o YYf1 JOJ
SITEADOPE58 STREET CITY LP CODE Union WA 98592 � � w
41 E Vine Maple Ct VVV
NAME OF DESIGNER Q ' j
PHONE 898-2255 ro
Arrow Septic Designs, Inc (360)
PHONE :4
NAME on EN (360) 239-6792 <
Hanson Excavating rn
pEDAlIt1YPE(Wed wl .1 C1 DRINNINO VIATER SCURGE
®RESIDENTIALOSS BCOMMUNITYOSS 5COMMERCIALOSS PRIVATE INDIVIDUAL V,ELL I]j PRIVATETWO-PARTY WELL IZ IA
TY ®PUBUC TER SSTEM EJUNM CONSTRUCTION IUPGRADES REPAIR/REPLACEMENT OTHER
(13SURFACIGS GEE [3EISTNGFAILURO SHORELINE
N I rTJ L
SUBMITTALS LOT SIZE 0 I N
cc
IY
®DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS 36R .38 acres x to
EDMIRIVER(S)(IF APPLICABLE)
pIRECTI0NST08REIN0 SITE CONDI110NS'.(ee 1"cketl CeNl
Go out E McReavy Rd toward Union and turn (R) onto E Manzanita Dr. into the Alderbrook
neighborhood, Turn (R) onto E Jack Pine Ln., Turn (L) onto E Vine Maple Ln, turn (L) onto r
E Vine Maple Ct, Destination at end of cul-de-sac, Yellow sign: "41 E Vine Maple Ct". o
S?EW/BT BEftADOFL PROM MANIfO'eDANDTBSTNOLE5 NU5T 8Efl.A0GED IMNITEST NOLFN1lAMERS. I Do
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE W HVP PS IB"pCfeel
❑VOLUNTARY ❑MAINTENANCEIPUMPING El BUILDING PERMIT HOME SALE QCOMPIAINT ❑OTHER:
COMMEMTSICONDrtICNB
INSPECTOR SOIL LOGS
'7 q LS ILU
23 c5
RECORD DRAWNG AND INSTALLATION REPORT
SOIL CODES: REQUIRED FOR FIN VI.APPROVAL.
V=VENT G=GFAV£LLY 5•SAND L=LOAM Si=61A C=GION XPIAL EXTREMELY R•RWTS "TIONAPPRWEN ISSUED BY DATE
DATE APPLICATION EXPIW.TIpN MTE 111` )
G RSIGNATURE q L7
f
T R MAYBE REVISED 111/1A15
SCANNED AND AVAILABLE FOR PUBLIC VIEW OH THE MASON COUNTY WEBSITE
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 — 5 2 — 0 0 1 1 9
A design will be reviewed when 3 copies of each of the following are submitted:
•Completed design form that has been signed and dared. v Scaled layout sketch,including all applicable items on checklist
•Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.hTnximnm paper sire: 11"XI7"
PARCEL IDENTIFICATION
Permit Number SWG 2015-_( (.3)a2_ Designer's Name: Arrow Septic Designs, Inc -
AB Fine Homes Designer's Phone Number: (360)898-2255
Applicant's Names gn ---- -
Mailing Address: 871 E Beach Dr Designer's Address: 171 E Vuecrest Dr
Union WA 96592 Union, WA 98592
Ci State Zi City State Zip
IGN.PARAMETERS
Treatment Device
❑Glendon Worker ❑Sand Filter ❑Mound ❑Said Lined Grainfield ❑Recirculating Filter.Type:
Gi(Aembic Unit Make/Model NUWatef BNR-500 ❑ Disinfection Unit Makeiklodel Other: 500 Gal Pre-Trash Tank
Drainfield Type
❑Gravity Rf Pressure ❑Trench ❑ Bed Rf Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class Netafim Drip
Daily Flow:Operating Capacity 270 spd Length 28.5 x 4 =114 ft
Daily Flow: Design Flow 360 gpd 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 tiz Total Number of Orifices 456
Designed Primary Area 684 ft' Diameter .42 gal/hr emitter in
Designed Reserve Area 900 ft' Spacing 12 in
Trench/Bed Width - ft Manifold
TrenclnBed Length 456 ft Schedule/Class 40
Elevation Measurements Length header R
Original Drainfield Area Slope 12 % Diameter 1 in
New Slope,If Altered 12 % Preferred manifold configuration used? G(Yes ❑No
Depth of Excavation Up-=lare 6.10 in Transport Pipe
from Original Grade porn-slope 6-10 in Schedule./Class 40
Designed Vertical Separation 12+ in Length 120 ft
Gmvelless Chambers Required? 0 Yes idNo 0 Optional Diameter 1 in
Pump Required? Ed Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 12
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 30 gal
Orifice 12 ft Chamber Capacity 1,000 gal
Uppermost Orifice Ilf Higher ❑Lower than Pump Shutoff Pump controls: Please check those required.
Capacity C Total Pressure Head 9.6 gpm 9-rimer G(Elapse Meter GTEvent Counter
Calculated Total Pressure Head 145.2 It Ti o I ,Pump off 1.84 hr
Comments rrnVVGxjj
MAR 2 7 2025
AS N44ENIVIRRIMPIR - TM
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DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 t 0 4 -- 5 2 -- 0� 0� .
Permit Number. SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
16 Test hole locations 9f Drainfield orientation and layout Reference depth from original grade:
9 Soil logs 66 Trench/bed dimensions and Rf Septic tank
66 Property lines critical distances within layout 66 Drainfield cover
❑ Existingand proposed wells fit D-Box/Valve box locations
P ro P Reference depth from original grade
within 100 ft of property 6f Septic tank/pump chamber and restrictive strata:
m Measurements to cuts,banks.and locations 9 Laterals,trench/bed,top and
surface water and critical areas ❑ Observation port location bottom
❑ Location and orientation of 69 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption R1 Manifold placement ❑ Sand augmentation
components Q1 Orifice placement Other cross-section detail:
19 Location and dimension of It Lateral placement with distance ❑ Observation ports/clean-outs
primary system and reserve area to edge of bed
21 Buildings Other Information
66 Audible/visual a1A referenced Yes No
66 Direction of slope indicator Rf Scale of dmwi !' m on scale Ef ❑ Design staked out
Ed Waterlines bar ❑ E6 Recorded Notices attached
lid Roads,easements,driveways, ❑ 61 Waiver(s)attached
parking " lit ❑ Pump curve attached
621 North arrow and scale drawing ❑ 19 Evaluation of failure
shown on wale bar 51. Msa Non-residential justification
uu JOr ❑ 56 Waste strength
❑ Ed Flow
DESIG A ' AL
fhe undersigned designer must be notitied byinstaller at time of installation EfYes ❑ No
4D l:A,0 � zrzo-t,&-
Sighature 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 - 'te regulations:
E it rental Health Specialist Date
CAUTION: DESIGN APP VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. Z
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 3 -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 may be scanned and available for public view on the Mason County Web site.
Updated Daze: 12/7/2015
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LEGEND
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�1 V 10 E t-1 APLF G 0 u RT O 500 Gallon Pre-Trash Tank
v N t s rnit W A . I O E2 2 O4 NuWater BNR-500 Pretreatment Tank
App R O V E OS 1,000 Gallon Pump Chamber
MAR 2 7 2025 U 06 Subsurface Drip System Headworks
MASON COUNTY 1B H
ENVjpONMEKIkL HEALT
3 oFlq
Subsurface Drip System Calculations&Specifications
AB Fine Homes
Parcel#3210452-00119
41 E Vine Maple Ct
Union,WA 98692
Number of Bedrooms 3.00 Length of Supply Lines
Operating Flow 270.00 From Header(loop system)
Design Flow 360.00 let# ft.
Soil Type 4.00 1 supply 2
Soil Ap. Rate 0.60 2 supply 10
Required Square Footage 675.00 3 supply 18
Designed Square Footage 684.00 4 supply 26
Lateral Length(looped) 114.00 ft.
Number of Laterals(looped) 4.00 as
Dripline Spacing 1.50 fL i return 10
Emitter Spacing 1.00 ft. 2 return 18
3 return 26
Dripline Length Required 450.00 Lf. 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 120
Emitter Flow Rate 0.42 gal/hr each emitter Return 120
Design Flow Rate(#emitters x.42) 191.52 gal/hr. Total 390
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 �c �fr•
Off Time between doses 1.84 hours
;�y' s'ooaae
2' ",.,A JOY JOHNSON
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APPROVE
MAR 2 7 2025
MASON COUNTY ENVIRONMEN'AL NEALTI
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MAR 2 7 2025
MASON COUNTY ENVIRONMENTAL HEATH
5 oe lq JBW
subsurface Drip Looped Dlstnbuticn Drainfield With Supply& Retum Manifolds
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Notes:
• Instail Dripper lines as level as possible across the wntourgrade
• Divert all surface wateraway from the drainfleld area
• AirNaaJum Relief valves are to be installed at highest point in dminfleld
APPROVE
MAR 17 2025
MASON COUNTv ENViRCNMENTAL HEATH
bel l`1 JBW
SuWwfaee Drip System-Recommended Standards and Giddm
Effective Dam: July 1,2007
Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds
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APPROVE
MAR 21 2025
MASON COUNTY ENVIRONMENTAL HEALTH
DOH Publication#337-015 J BWbp 37 df 51t
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APPROVE
MAR 17 2025
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
Sub=fa Drip Syst®s-Recoaa S=dl* dG1IIamu
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F%ure 7. Air/Va =Rdief Valve in Valve Box with Gravel Sump
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APPROVE ®
MAR 2 7 2o25 p ae
DOH Publication T337-015 MASON COUNTY ENVIRONMENTAL"t2Y,LTH3y
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H D Fowler Company
Quality Performance, Long-Life and
Reliable onsite Effluent Control
Applications:
onsite wastewater drip dispersal systems
Reuse applications including municipally
treated effluent designated for imiga4on and
other disinfected and ron-disinfected water
sou.nCeS
In a treatment system such as an
intermittent sand fitter 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 PUHFJ+DWORKS4 Comes
operation Standard in a 24"Riser
Features&Benefits:
Continuous forward flushing of drippedine keeps piping networks clear of debris
Ready-to-install for was of installation
Comes standard in a 24"riser
• Simply attach system piping to headworks
Car.be used with demand or timed dosing
No electrical components to wire
Compact s¢e 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 mmponerrts
Filter.
Highly effective multiple disc ring design captures and holds more debris than screen filters
• Low fiction 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 filters mean less frequent damning
Color�coded disc rings make identification of mesh rating fast and easy
Filter ring sets are easily replaced to meet system mesh/mitxon requirements
• Fliter sme,oan. t,Inaeabed to ""Long'w Out r plumbing
Water Meter.
• Designed for reclaimed waterfor long life
• Easy to read dial
AAPPROVE
MAR 2 7 2o25
MASON COUNTY ENVIRONMENTAL HEALTH
Jaw
to oP 19
Specifications:
Fitter
• Mesh: 120 mesh(130 micron)
• Filter Body and Covar.Reinforced Polyamide
• Disc Rings: Polypropylene
• O-Rings and Seals: N'Rrile&EPDM
• Clamps,Spring and Botts:Stainless Steel
• Temperature Range:-40•-160•F(40•-70•C)
Maximum Pressure: 140 psi (9.66 bar)
Meter.
%"x Y•"brass
• Analog dial
• Gauges:
• 0.100 psi range (0-6.9 bar)
• 2W,glycerin filled Wks pressure gauges
Flow Range:2-20 GPM (7.6-76 liters/minute)
• Maximum Pressure: 60 psi(4.1 bar)
• Length:24" (61 cm)
Width:24'(61 cm)
Depth:13"(33 an)
• inlet/Outlet Pipe&Diameter 1"Sch40 PVC
Application Recommendations:
• Wherever automatic flushing of a trip network is desired
• Any domestic or commercial application
Ordering Information:
Model Number Description Flow Range
PUHFADWORKS4 Continuous Flush Headwrorks 2-20 GPM
�nor•w m...r
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Corporate Headquarters
13"0 S.E.30th Saes
BdU.,WA 98005
Phone: (435)746 O
Fax(425)641-8885
b fowler com
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Netafim Drip/Micro Irrigation Solutions
Wastewater Division
Bioline® Pressure Compensating Dripline Technical
Specifications
• Dripper flow rates: 0.4 0.6 or 0.9 GPH
• Dripper spacings:W 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 BIOUNE DRIPPER
Bottom View Top View
Large inlet filtration area
(bottan of dripper) Dripper outlet
(top of dripper)
mo
Physical barrier separates where
water leaves the dripper from
Chemical-resistant where it leaves the tubing.
molded silicon I�q
diaphragm
Drippers Top View
Fop of dripper'turned over)
TurmNel wide
flow path
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DRIPPER FLOW RATE VS. PRESSURE
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PRESSURE(psil
Between 0 end 7 psi,the dripper functions as a
turbulent flow emitter,ensuri g that the nominal
design flow is not exceeded at system start-up.
Moline Dripper Operation
Bioline®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 end of a
cycle. The result is dependable, clog-free operation,year after year.
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„� AEROBIC TREATM P PENT TANK DETAIL FOR
Nu WATER BNR-500 TREATMENT UNIT
ENVIRO-FLO, INC. 3/p1/12
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MAR 2 7 2025
MASON COUNTY ENVIRONMENTAL _i,
16 oY I% JBW
�Water
1
PARTS UST
NuWater NR Assembly Diagram
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MAR 2 l 2025
—MASON COUNTY ENVIRONMENTAL HEALTH
JBW
SECURED LICrirtNOASTWff MAL THREAOED.1
u•OUrEM
ACCESS RMER SERVICE -
GRADE VALVE'
FROOEVIIC =- TooRAPrww
.TANK
ONFAENCYSTORAGE A VALVE
oN
NKNL WATER ALA E LEVEL I..
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NOIMINR
ENCLOSED PLUM .AIEOR VALVE•
..... EEOUBLTEMROYD•_.... ._ - �. _
Is-
SUSNOMMLE
EE01rORS <='N I:11 CLVIMlNOAL
PUMP
YPICALI
'AE NEmfO
Septic Tanks must meet standards required by WA�C chapters 272C and FIGURE.2
manufacturer must be on Dept of Health list of registered se a tanks-
WA nMPaMimiu16337-= - Pop 35 of65 7
avwtu Septic Deji9w ,(. •.. ', r1
NuWater BNR Pretreatment H .,' • 51_03pe '.. `
INSTALLATION&MAINTENANCE PAULA py pMNSON'',�
Subsurface Drip Distribution Systems 'CC'iSp tsiGNE '•
1. Install subsurface drip tubing level with contour of the ground. �-
2. Install drainfleld 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 dtainfreld 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.
I S.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 roto-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.
APPRO VE
MAR 27
1 9 MASON COINTYENVIRONMENigI HEALTHJaw