HomeMy WebLinkAboutSWG2024-00310 - SWG Application / Design - 7/18/2024 5114
MASON COUNTY 415NBTHELTON: , 0427-97 ,EXT 400
SH STREET,
,SHEL-ON,W XT400
BELFAIR:360-275-"67,EXT 400
Public Health & Human Services ELMA:360482.5269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00310
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 PAULAJOHNSON' Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION, WA 98592
SEPTIC INSTALLER JARED HANSON* Phone: 360-239-6792
Address: 86 SE BANJO LANE SHELTON,WA 98584
Site Address: 111 E JACK PINE LN
Primary Parcel Number: 321045000089
Permit Description: New 3bd ATU to pressure trench
Permit Submitted Date: 07/18/2024
Permit Issued Date: 08/27/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $540.00 (emimnal lees may ee reauired upon lnataxalon d system).
Permit Expiration Date: 08/0212027 Iesaed oa dam d Impedmsl
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 backfif 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.
t
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: masonmuntywa.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427.9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY
COMMUNITY SERVICES mm
flbY[RrY6(�`mm��HnMVFnNmnmmulHxMl _ z (A
SWG 2c>1 (x�� 1(i = w
ON-SITE SEWAGE SYSTEM APPLICATION > A
APPLICANT PNJNE m
AB Fine Homes (360)898-0085 9'
MAILING ADDRESS STREET.CRY.STATE ZIP CODE
871 E;each DLPDDDE Union WA 98592 Iy
IF
111 E Jack Pine Ln Union WA 98592 I GB
NOMEC DENGNER Px-E I N
Arrow Septic Designs (360)898-2255AM NE OF INSTALLER PO
Hanson Excavating (360)239 6792 5 I o
PEYMITTYPE(a —) C! DRIIAANG VPTER SOURCE T
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nPE CCMCRN lrXuo+sl ®PUBLIC WATER SYSTEM ,
®NEWCONBTRUCTIONIUPGRADES REPAIR/REPLACEMENT OTHEFMUILS(»Y. &w APF.H QTABLE X REM R I (JI
SIIEMRTALM D SURFACING SEWAGE D EXISTING FAILURE D SHORELINE
91OESIGN FORM(REQUIRED) 5111SEPTICDESIGN(REOUIRED) SEDRC S "'A"
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ITNIANE V$)(IFAPFLICABLE) 3 BR .69 acres x
URECTCNSTO8 EANDBITECONCTNN15-.(0eM 9") I O
Head North on 6th St toward W Alder St. Turn (R)onto W Ader St.At the traffic circle, take I o
the 3rd exit. Continue straight onto N 13th St. Continue straight onto E McReavy Rd. Turn T- o
(R) onto E Manzanita Dr. Turn (R)onto E Jack Pine Ln. Destination on (Q.
Yellow sign: "AB Fine Homes- 111 E Jack Pine Ln" Do m
S'IEYI/dfLRIDDm iRdIYIIH ROAD AND 1ESi XOLF5YU4T BE MODED MTIN IEBTXMEMWBERB 8
OFFICIAL USE ONLY BELOW TH15 UNE ---
UPGRADE I AAIWRE SCARCE(b WarIN Nryv,as)
DVOLUNTARY OMAINTENANCENUMPING OBUILDINGPERMIT DHOMESALE OCOMPLAINT OOTHER.
INSPECTOR MLL S CCNMENMICWNTIDIIS
17 0*- +i IL1 5-00 � 16 � Od �(Ii
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9pLCD0lS. - RELOSO DPAVANGAXOIN6iPLLALION REPORTV.. G•GRAWUL1 9• L•LOAM SI•SILT C•CIAY E•E%TRENELV R•RCOR RE OUIREDFORFINALAFPRMAL.
IN ECIORSCIMTURE MTE AFAUCATICN SAP" N`AE AWLIUT-APPROVED'IMI BY MTE
�17 M 0)L12-7 Mo 'b
THIS FORM MY 81 SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY MEETS FDISZCIDTRMM
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 — 5 0 — 0 0 0 8 9
A design will be reviewed when 3 conies 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
v Scaled plot plan,including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist.
This form may be canned and available for public view on the Mason County Web site.Moxnrmm paper size: II 'X I7"
q'O Arrow Septic Designs,Inc
Permit Number: SWG �� s'1��f1t 9 Designer's Name (360)898-2255
Applicant's Name: AS Fine Homes Designees Phone Number:
8 171 E Vuecrest Dr
71 E Beach Dr
Mailing Address: Designer's Address: WAS
Union WA 98592 Union,
Ci Sae Zi City State Zi
'.DffiIGNRARAME'CERS"
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
[u Aerobic Uvit Make/Model
NuWatr BNR-500 ❑Disinfection Unit MakeN-al Other:
Drainfield Type
❑Gravity RfPressure fti(Trench [3 Bed El Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms
3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 50 ft
Daily Flow:Design Flow
360 gpd Diameter 1.25 in
Septic Tank Capacity(working) NuWater BNR-500 gal Number 4
Receiving Soil Type(1'6) 4 Separation 9 ft
Receiving Soil ApPI.Raze 0.6 gpd/fe Orifices
Required Primary Area 600 fe Total Number of Orifices 40
Designed Primary Area 600 ft' Diameter 3116 in
Designed Reserve Area 600 ftr Spacing 60 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length header ft
Original Drainfield Area Slope 3 % Diameter 1.25 in
New Slope,If Altered 3 % Preferred manifold configuration used? 9Yes ❑No
Depthof Excavation Uo-slce 10 in Transport Pipe
from Original Grade psnipe 9 in Schedule/Class 40
Designed Vertical Separation 12+ in Length 120 ft
Gravelless Chambers Required? ❑Yes ❑No R(Optional Diameter 2 in
Pump Required? 16 Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 4
Diff.in Elevation Betwern Pump&Uppermost Orifice 10 ft Dose quantity 90 gal
Dmin6eld Squirt Height/Selected Residual(head)
2 ft Chamber Capacity(flood) I'mu gal
Uppermost Orifice Higher ❑Lower than Pump Shutoff
Pump controls:Please check Nose required
3.6 gpmTimer f�Elapse Meter CdEvent Counter
Capacity @ Total Pressure Head 2
Calculated Total Pressure Head 14.64 g If Timer: Pump on 2 minutes ,Pump off 6 hours
Comments APPROVED
DESIGN FORM-PAGE TWO Assessor's Parcel Number:3 2 1 0 4 - 5 0 - 0 0 0 8 '9
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
R1 Test hole locations Ed Drainfield orientation and layout Reference depth from original grade:
lid Soil logs 16 Trench/bed dimensions and Rf Septic tank
0 Property lines critical distances within layout GN Drainfield cover
box locationsl N Box ave
❑ Existing and proposed wells D- Reference depth from original grade
within 100 ft of property 16 Septic tank/pump chamber and restrictive strata:
9 Measurements to cuts,banks,and locations 66 Laterals,trench/bed,top and
surface water and critical areas 19 Observation port location bottom
❑ Location and orientation of Gil Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Rf Manifold placement. ❑ Sand augmentation
components 66 Orifice placement Other cross-section detail:
56 Location and dimension of Rf Lateral placement with distance Ef Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
6d Buildings 21 Audible/vis referenced Yes No
la Direction of slope indicator 56 Scale of dr wn on scale Of ❑Design staked out
Ed Waterlines bar c ❑ Ef Recorded Notices attached
id Roads,easements,driveways, ❑ 9 Waiver(s)attached
parking Ed ❑Pump curve attached
1d North arrow and scale drawing - ❑ 91 Evaluation of failure
shown on scale bar %y` 0 61003 a Non-residential justification
PAULA JOY JOHN6nN'�. ❑ Of Waste strength
Lem K.. ❑ Q1 Flow
DESIGN APPRO AL
The undersigned designer must b fie ire ller at time of installation 56 Yes ❑ No
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 on-site regulations:
QXhvI�M'�
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved^by Mason County Public Health q
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: V Zi
✓ 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 Hawn County Web site.
Updated Daze: 12/72015
1762478
BLAN 02 - 4� BOUNDARY LINE ADJUSTMENT MAP
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LEGEND ALDRRBROOK GOLF ANDY UB ESTATES No.6
ALDERBOT LINE
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APPRO
AUG 27 2024 ,E
MASON COUNTY ENVIRONMENTALHEAL
RET
Dmo Approved S/26/pL Poetiow ofthe Wat Beif
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` APPRO ED
WW AUG 27 2 24
3 M SON COUNTY ENIORON ENTAL HEALTH
1-18.'Sh' R i
SGkLE: I"= A'TE51 �AOLT-7
0 i5 30 45 lsb 1 } p2 ' 2. tJ grarJ C.114
PLE i?LAN / s� a lei reams
A6 FINE �ioMES
PAP,c,EL_#3204.50.0008q KeM *3: 22"
W E JACKPINE LN. Ol Audio-Visual Alarm
/4\ -5 XSU] p r .]]'tau y D .F. O Cleanout O l 1 l
C,jXtS @ Q ' .L Wl,lyN 500 Gallon Pre-Trash tank 'o� •• .'!.��
l\e.SPXJ� '�r �JEi''�eeh �4 NuWater BNR-500 ATU Tank
00]09
O 1,000 Gallon Pump Chamber �r iaautg or uoNxsox'..
O6 Valve Control Box
3�iD
9
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IN w
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Detailed Drcmfleid Layout
Tw� c:w-w wrt sow ; . ,c
o'
so �
w .s. cars „pr air.
Yi k ,Z v ;� -aer
l o rr cy ) 50' 1.25` sched. 40 Laterals
q„ ( 10) 3/ T 6 Orifices @0 60 O.C.
Per Lateral. t st 3 Last Or fice
--� 30 from End of Trench.
IZ +
APPROVED
AUG 2 7
DranfieId Cross-Section View MASONCOUNT%NVIRO TALH Rw-
wc To sea: RPT
d b rYlc mo0 p r pa e b b aP7• °r.
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51 0349
PAULA JOY JOHNSON
mw
T° �` Arrow SeptirD Design,
T°, sal`
= (360) 898-225`_
a mna rs{ TOM pOM F
tleaa A aes
4�,o
Length Length Orifice # Distance from Distance from
t
in. Ft Spacing Orifices Feeder Line In. Clesnout In.
g0p 50 80 10 3030
600 50 60 10 30 30
000 50 60 10 30 30
000 60 60 10 30 30
Total Lateral Length 200
Total#Orifices 40 GPM= 23.6
Dynamic Head Calculations
Selected residual pressure: 2 ft.
Length (Ft.) #OrRces
Transport Pipe 120 40 1.20 ft.
Feeder Total
Lateral Line Length
Lateral#1 50 2 52 10 0.29 ft.
Lateral#2 50 11 61 10 0.34 It
Lateral#3 50 20 70 10 0.38 It.
Lateral 94 50 29 79 10 0.43 ft.
Total Elevation Lift g p p R O VET-ft
Total Dynamic Head 14.64 1t
AUG 2 7 20
MASON COUNTY ENVIRONMENTAL HEALTH
RET
SECURED LID WITH OAS TIGHT SEK THREADED UNI6N
24.DIAMETER .
ACCESS RISER SERVICE
taNafI MADE __ VALVE'
FROM SEPTIC
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r.- rorRrArNFrEtD
ANN \\
T EMERGENGY STORAGE ANT!alW
VKVE
HIGH WATER AUDYI LEVEL --- __
IND"ORWAT
NOa1AL TiYBBpFF LEVEL WORKING VOIUYE FLOArFOR ,0AT
�•l�'C rourrnNo
ENCLOSED PUMP (]fEp(VKVE'
r aED DOMO SHROUD•
SUBMERSIBLE
Em1Yr:NTs - fnL11 CENTRIFUGAL!.PIUMN,
.• wtw
smo �a P[MP fieG�Bfi
' PAULA JOY JOHNSON �ICAr 1
1,01i i NER"
Ewaea 1 'AS NEEDED
Septic Tanks must meet standards required by WAC chapter 246-272C and FIGURE 2
manufacturer must be on Dept of Health list of registered sewage tanks.
V.rA MH Pn6tiation#337-022 Poe 35 of65 7
-
�d Bronte wrSwcnon available(139 seriesl
• High head version available(145 series)
' Double shah seat versions available for added protection
on models 11re
For mareids 10on,see Technical Doh Sheets FMZJB;FMZ 783.
In high head dewatering or effluent
applications where pumping gs
ess
performance is critical, this robust " ssiOn°�R°
m 1 mma
family of pumps is known for reliability, i
durability and performance. These i
pumps are especially suited for harsh 1
environments.Zoethel's cool run design
and mnosion-resistant powder coated
epoxy finish add up to a long-lasting,
trouble-free product.
APPIeCAT10N8:
STEP or omits applications 9"
Watertxnsfer •
• Light commercial dewatering
SPECIFICATIONS:
• 1-112-NK discharge
0
• 1/1 HP through HP Npp9IN THE U"
• Available in automatic or nonautomatic1✓♦iAgAIDM11YLn118
• MOM 137,239,140:1/]'(12 mm)spherical solids
capacity with vortex impeller APPROVE
Model 145:3/4'(19 mm)spherical solids capacity with • „°„-,-• Ise
r+
vortaximpeller AUG 27 2024
MASONCOUN7EW ONMENTALKALTH
PUMP PERFOR ECURVE
MODEL 1 /1153
Dose-Matem6601
This is our fastest growing line ofefMuent ° as.
pumps.The 150seriesistrulyaworkhorse
designed for reliability under extreme la N
conditions in an effluent environment.
150 of applicatumpions.
cumThey are er a wall wide range to
ffi la
9f applicati9ns. They are well salted to
applications with tow pressure pipe(LPP) €3 a lei
and enhanced Raw STEP systems.Zoeller's
cool run design and corrosion-resistant m
powder coated epoxy finish, in addition a
to the hermetically sealed,ofl-filled motor is
and non-clogging vortex impeller add up to
a Long-lasting,trouble-free product _ 10
e
APPLICATIONS:
STEP or onsite app5cations Map s�
IN6A Im FIIllNllll 10 A A allW
Ligh[<ommercialdewatering g1R tV+tolta
ereelFx:wnaxaa: a o x x 1 Ix wo as sx ao
x flIX11FR WNUR have
• 1-1/2"NPi discharge
• 3/10 HP through 1/1 HP
Available in nonautomatic or with a variable Level
piggyback mechanical switch
• 1/2'(S3 nor)spherkat solids capacity with vortex
themooplesdcimpeaer
For moremrshosetian,see Technical Dam Sheet FM2784
®ANrightsreserved. ZOELLERPUMPCO. 1 501-778-17311 $00-918-7867I wrUrryump ,com 9
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APPROVE
AUG 21 2024 wimuseasalson
pANLLELTO TANK WPLL {`
� T 6LVOGE RETURN
RET
apE�ppB / 1STSmR
SfONEiREENATp230a
OVER 6TONy SOIL
NSTAWTIDN IHBTRIICTCNB
1)Exmvab tank hob with verdml weds to 1 toot bfgerthan
tank m all saes. ,r-----v-r — —'�
2)If hodom of hole is Sidi install W of mmpad Send a ki _
Outw soma. r--.---- -—— 1
3)Install lark in mrx of hole,keeping 1 h.void Spam m L— W-ftosi
all sides. b•RlsEli�;c"rl
{)As tank a filling with wares,fill in void space With compact
granular(sandy)soil fim&large dumps of day. II /
6)Install rest of system,&affix risers W adapters with ( I ( l I {•
0) a ri adhesive. I I I�
H)Pedortn wateN9htrcess rest in fiN0 es regulred by local I
7)Up
val pan. I II tt Wsee II
])Upon appro b packfill,mretudy backfill with
tive TR r � I PffxE"`c ISfaB�Bl
soda Over top of tank. —'Ik 8)Final grade the surfam W avoid ohanelling surfam i
L----___L-- -----J�--
water 10ward lank
TAW@
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AEROBIC TREATMENT TANK DETAIL FOR
NuWA TER BNR-500 TREATMENT UNIT
ENVIRO-FLO, INC. D 8101112
Wastewater TreaaneM Terhnobgbs
P.O.BOX 321161,Flowood.MS 39232 srpaE
+` �•- 1" - 1.4 ft.
(877)H36-8476n(801J 8954716 iax
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AVt FORTAERATOR W MLY OIFNSER BAR R,
B.919'ROBBER W.-a CLALIP9(2) N.V PVC(]IZ SECTX)N)
C.BIB"BARBED AOMTOR X I2 NPT(T. 0.1 SLIPGR 6�
O.I/ WPXIYMF MR P.12'CLEARPV'HOSE(OPTON c APPRO
E i'Sl .x1?W,BN .w�1) D.tR"PVL PIPE(BY INS.lJ1EP.1
ta90`ELmwHI . ix lw.xerw��m)
a 1-x 1'x1rTEE s z MC PIPE(BY INBT LM) AUG 27 2
il,t'99'ELBOW(B) T.tIB•BARBED ADAPTOR TO IIM NT
rx -B lm M 1rSII TX VP-NPT BU -IASON COUNTY EN14RON.OT
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.I.rS 17RYTEE V.IITP COc LER¢) REi
X.1•PYL GRO36 w z COUPLER tar INSTALLER;
:.r cONFSF(BY INSTALLM
Revised 2(25/12
avww Septic 2)"i9m, htc- r
NuWater BNR Pretreatment
INSTALLATION & MAINTENANCE
Pressure Distribution Systems PAUL JO J HNS.0m '
liC
E.nra s
1. Install Laterals with contour of the ground.
2. Install trench bottoms level.
3. Install locator tape or rebar at each end of all drainfield laterals.
4. Install observation ports as indicated on the plot plan. One required at distal end of each
lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue
"T"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,turn 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 alarrtt 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 null and void.
18. All manhole lids and access, sampling or inspection ports must have locking covers and
be located at ground level.
19. All pressure systems with a pump chamber outlet higher than the drainfield must have an
anti-siphon valve or a 1/8"hole drilled in the discharge pipe above the pump to prevent
siphoning. Ensure anti-siphon hole sprays down/away from tank opening.
20.All transport lines under driveways or parking areas must be encased to prevent crushing.
21.Homeowner is responsible for all property lines and easements.
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.
APPROVED
AUG 2 7 2024
�D MASON COUNTY ENVIRONMENTAL HEALTH
RET