HomeMy WebLinkAboutSWG2024-00179 - SWG Application / Design - 4/29/2024 MASON COUNTY 415N6 S HH ELTON: , O70,EXT400
STREET,
SHEHELT T- N,W 98584 4 BELFAIR:360-2754467,EXT400
Public Health & Human Services ELMA:3604824 69,EXT400
FAX 360427-T/87
On-Site Sewage System Permit: SWG2024-00179
APPLICANT AS Fine Homes Phone: 360.898.0055
Address: 871 EAST BEACH DR UNION,WA 98592
OWNER ALDERBROOK PROPERTIES LLC Phone: 360-898-1619
Address: 871 EAST 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, 61 E Jack Pine Ln
Primary Parcel Number: 321045000086
Permit Description: New SFR-3BR Pressure
Permit Submitted Dale: 04/29/2024
Permit Issued Date: 05/13/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (addilonal fees may ee required upon irelanmion of symm),.
Permit Expiration Date: 05/0712027 rhased on date of lnspxon)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title IT
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
backfi/l of system components.
6 Mason County Asbuitt 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.govlhealthienvironmentallonsite/oss-inspection-request.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
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AB Fipe Domes (360) 898-0055 a c
B�- MAILINGADDTESS-STREET.CITY.STATE.DPCODE CD
871 East Beach Dr Union WA 98592 � m
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SITE ADDRESS-STREET.CITY ZIP CODE C) p
61 E Jack Pine Ln Union WA 98592
NAME OF DESIGNER PHONE I N
Arrow Septic Designs, Inc (360) 898-2255 n
NAMEOFINSTALLER PHONE
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Hanson Excavation, LLC (360)239-6792 <
PERMIT TYPE ZAPO omP .1 DRINKING WATER SOURCE 0 IO
ORESIDENTIALOSS 61CDMMUNITYOSS ®COMMERCIALOSS FL PRNATEINDIVIDUALWELL EL PRIVATE TWDPARTY WELL IA
TYPE OF WJRK ryakc' W PUBLIC WATER SYSTEM
ID NEW CONSTRUCTION I UPGRADES EEIREPAIRIREPLACEMENT OTHER DETAILS PYeR IAKMPS2 OTABLE IX REPAIR ILIT
BVBMITTALS ❑ SURFACING SEWAGE ❑EXISTING RAILURE O SHORELINE D]
WIIDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SITE I_ I �
EDWNVER(SI(IFAPPLICABLE) 3 BR .65 acres S
- OWECTIONS TO SITE AND SITE CgYOITION6.(pl6Rp peRl
Go up Nonhcliff Rd hill and go (R)at the traffic light onto E Brockdale Rd. Continue on E I
McReavy Rd. Turn right onto E Manzanita Dr. Turn (R) onto E Vkqa.Maple"Ln. Lot is on the r
(L) Yellow Sign "AB Fine Hornes- 61 E Jack Pine Ln." 1cL.03C e..J— o
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SIIEYUSTYE FLAGGED FROM MAN ROAD AND TEST MOIFS MUSTBEPIAGGEO NTIX TEST ROLE NURSERS. V
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAIWRE SOURCE Or NgMI pApweel
OVOLUNTARY OMAINTENANCSFUMPING O BUILDING PERMIT OHOMESALE OCOMPLAINT C30THER:
INSPECTORSOILLOG6 COMMENTSICD..TCH.
5� �O
REOORD ORMMNG AND INSTALLATION REPONR
SOILOODES:
V-VERY G=GAMELLY S-SAND L-LOAM S,.SILT CsCUY E-EXTREMELY R-ROOTS REQUIRED FOR PNALAPPROVAL
INSPE TOR SIGNATURE DATE APPLICATION FX%flATON DATE TIONAP.'ROVEMI SUEDBY DATE y
TNI IMY BE BGANNEDANDAWJLABLE FORPUSUCMEWOR THE MASON COUNTY WEBSITE NEI 12P=15
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 - 5 0 - O O D 8 6
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist
a Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,includine all applicable items on checklist.
This form may he vaned and available for public view on the Maven County Web site.llux(nnun 1,a •r ere' 11 \ 1,
PARCEL IDENTIFICATION.
` Arrow Septic Designs,Inc
Perot\umber: SWG 2Q;2 I Designer's Name: (360)898-2255
Applicant's Name: AB Firm Homes - Designer's Phone Number: _
871 E Beach Dr Designer's Address: 171 E Vuecrast Dr
Mailing Address: - WA 98592
Union WA 9a5fY1 Union,
City State Zi Cit State Zi
..DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilror ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Rzcirculafing Filter Typz:500 Gel Pre-Trash Tank
f1i(Azmbic Unit hlekzModel
NUWater BNR-500 p Disinfection Unit MaLcfModel Other:__
Drainfield Type
❑Gravity E6 Pressure 0 Trench ❑Bed 56 Sub Surface Drip
Septic TanWDrainfteld Specifications Laterals
Number of Bedrooms 3 $chedulerClass Notation Drip
Daily Flow:Operating Capacity 270 gpd Length 28.5 x 4=114 It
Daily Flow: Design Flow 360 gpd Diameter .66 in
Septic Tank Capacity Nu Water BNR-500 gal Number 4
Receiving Soil Type(") 4 Separation 1.5 it
Receiving Soil Appl.Rate .6 gpd/ft` Orifices
Required Primary Area 675 1,11 Total Number of Orifices 456
Designed Primary Area 684 fill Diameter .42 gal/hr emitter in
Designed Reserve Area 900 ft'- Spacing 12 in
TrenchiBed Width - ft Manifold
Trench/Bed Lengtll 456 ft Schedule/Class 40
Elevation Measurements Length header ft
Original Drainfield Area Slope 4 % Diameter 1 to
New Slope.If Altered 4 % Preferred manifold configuration used? lif Yes O No
Depth of Excavation UPsbpe 6$ in Transport Pipe
from Original Grade no..n-Hope 6-8 in Schedule/Class 40
Designed Vertical Separation 13+ in Length 50 ft
Gravelless Chambers Required? ❑Yes 91No [I Options] Diameter 1 in
Pump Required? Rf Yes 11 No Dosing and Pump Chamber
Pump/Siphon Specifications Numberofdosesrday 12
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 30 gal
Orifice 12 it Chamber Capacity 1.000 gal
Uppermost Orifice Ed Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity lya Total Pressure Head 9,6 gpm IOTlmer I(Elapse Meter ItEvenl Counter
Calculated Total Pressure Head 141.6 It If cr#Vugb9, I^ mp off 1.84 hr
Comments
MAV 131024
MASON
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DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 4 — 5 0 -- 0 0 0 8 6 ,
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
96 Test hole locations 66 Drainfield orientation and layout Reference depth from original grade:
A Soil logs R1 Trench/bed dimensions and 9 Septic tank
66 Property lines critical distances within layout 61 Drainfield cover
❑ Existing and proposed wells 19 D-Box/Valve box locations Reference depth from original grade
within 100 @ of property 56 Septic milk/pump chamber and restrictive strata:
❑ Measurements to cuts,banks.and locations 66 Laterals,trench/bed,top and
surface water and critical areas ❑ observation port location bottom
❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 69 Manifold placement ❑ Sand augmentation
components 9 Orifice placement Other cross-section detail:
16 Location and dimension of Rf Lateral placement with distance ❑ Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
19 Buildings Ed Audible/visua referenced Yes No
91 Direction of slope indicator Rf Scale of dr n on scale Rf ❑ Design staked out
Waterlines bar e ❑ [if Recorded Notices attached
Id Roads,easements.driveways, ,a'+w ❑ [if Waiver(s)attached
parking ': 56 ❑Pump curve attached
16 North arrow,and scale drawing i1 ❑ 16 Evaluation of failure
shown on scale bar r PA uu vjonnSci, Non-residential justification
ld b
PA... ❑ Rf Waste strength
❑ Rf Flow
DESIGNAPPROVAL
The undersigned designer must time of installation Rl Yes ❑ No
Sigiliature of Designer Date
"I fie undersigned has reviewed this des' on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-s' gut lions: /Y
/" S t3 �1
Envir nntVI ealth Specialist Date
CAUTION: DESIGN APPRO AL 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 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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/- A MAY 13 2024
MASON COUNTY ENVIRONMENTAL HEALTH
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Subsurface Drip System Calculations&Specifications
AS Fine Homes
Parcel#3210450-00086
61 E Jack Pine Ln
Union,WA 98592
Number of Bedrooms 3.00 Length of Supply Lines
Operating Flow 270.00 From Header(loop system)
Design Flow 360.00 let# it. 2
Soil Type 4.00 1 supply 10
Soil Ap. Rate 0.60 2 supply
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 ft. 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 11
Emitters Required 450.00 ea.
Emitters Designed 456.00 ea.
Let total 144
Header 6
Transport 50
Emitter Flow Rate 0.42 gal/hr each emitter Return 50
Design Flow Rate(#emitters x.42) 191.52 gal/hr. Total 250
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
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APPROVE
MAY 1 3 2024
MASON COUNTY ENVIRONMENTAL HEALTH
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Notes:
• Install Dripper lines as level as possible across the contour grade
• Divert all surface water away from the dra infield area P A 1,
• Air/Vacuum Relief Valves are to be installed at highest point in drainfiel /� ® V E
MASON MAY J' ? 14
COUNTYENVIRON"ENTgt
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Subsur6sce Drip Systems-Rx mmended Standards and Guidance
Effective Date: July 1,M07
Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds
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PPROVE
MAY 13 2024
MASON COUNTY ENVIRONMENTAL HEALTH
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DOH Publication#337-015 Page 37 of 5?
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HD Fowler Continuous Flush Headworks The main components of the headworks are: P P O V E
1"Tech Filter
Three press gauges MAY 13 M4
MASON COUNTY ENVIRONMENTAL HEALTH
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MAY 13 M24
MASON COUNTY ENVIRONMENTAL HEALTH
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DOH Publication n337-015 Fsp 39 of 52
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4 H D Fowler Company
Quality Performance, Long-Life and
Reliable Onsite Effluent Control
Applications: "
• Onsfte wastewater drip dispersal systems
• Reuse applications including municipally
treated effluent designated for irrigation and
other disinfected and non-disinfected water
sources
• 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 PUHMWORKS4 Comes
operation Standard m 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 sae file 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 fitters
• 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 filters mean lass frequent cleaning
• Color-coded disc rings make identification of mesh rating fast and easy
• Filter ring sets are easily replaced to meet system mesh/micron requirements
Finer* can be intro d w-1-Lone'without mplumbina
• Water Meter. A P P R O V E
• Designed for reclaimed water for long Irfe
• Easy to read dial
MAY 13 2024
MASON COUNTY ENVIRONMENTAL HEAT TH
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Specifications:
• Filter.
• Mesh: 120 mesh(130 micron)
• Fitter Body and Cover. Reirhforted Polyamide
• Diet:Rings:PolypmPYlene
• O-Rings and Seale:Nitrile&EPDM
Clamps,Spring and Bolts:Stainless Steel
• Temperature Range:-40•-160•F(+40•.70•C)
• Maximum Pressure: 140 psi (9.65 bar)
• Meter.
• WxY.'bmn
• Analog dial
• Gauges:
• 0-100 psi range (0-6.9 bar)
• 215•,glyoenn filled Wks pressure gauges
• Flow Range:2-20 GPM (7.6-76 liters/minute)
• Maximum Pressure: 60 psi(4.1 bar)
• Length:24' (61 om)
• Width:24'(61 an)
• Depth:13'(33 cm)
• Inlet/Outiet Pipe&Diameter. V 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 Mush Headworks 2-20 GPM
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Corporate Headquarters
13440 S.E.30di Street
Belime,WA 98005
Prim: (4Z5)746-8400
FU(425)641-8885
www.hdfowier.com
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PPROVE ,-,,..
MAY t 3 2V4 ,�
MASON COUNTv FNVIROVENTAL HEALTH
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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: 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: 7"
• UV resistant
• Tubing material: Linear low-density polyethylene
EXPLODED VIEW OF BIOUNE DRIPPER
Bottom View Top View
Large inlet filtration area
(bottom of dripper) Dripper outlet
(top of dripper)
wow OOP 7
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Physical barrier separates where
water leaves the dripper from
Chemical-resistant where it leaves the tubing.
molded silicon
diaphragm
Dripper's Top View
TurboNet wide Top of dripper iturned overl
— j flow path-00 ROVED
MAY 13 2024
"i45�'d C41i1!TY ENVIRONVENTAL HEALTH
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DRIPPER FLOW RATE VS. PRESSURE
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Between 0 and 7 psi,the dripper functions as a
turbuleat flow emitter,ensuring that the nominal
design flow is not exceeded at system start-up.
Bioline Dripper Operation
Bioline®dripline drippers are pressure compensating- delivering the water uniformly into the soil for
Rather 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.
Netaflm 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.
APPROVE
2024
MASON COUNTYY ENVI ONMEN7
AL HEALTH
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APPROVE ®
MAY 112024
MASON COUNT`'ENVIRONMENTAL HEALTH
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BEWRED LID WRH a"TWff MAL 7IEEAOED IIIR6H
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Septic Tanks must meet standards required by WAC chapter 246-272C and 'AE NEEDED
manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2
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NuWater BNR PretreatmentHS
INSTALLATION& MAINTENANCE i YJO
Subsurface Drip Distribution Systems Yd au r J0 t"NEIt
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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 wto-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
MAY 13 2024
MASON COUNTY ENVIRONMENTAL HEALTh
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