HomeMy WebLinkAboutSWG2026-00217 - SWG Application / Design - 8/17/2026 MASON COUNTY 415N6SHELTON 0427-9N EXT400
GHELTON'.360 275-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX.360-427-7787
On-Site Sewage System Permit: SWG2026-00217
APPLICANT KRONQUIST STACEY LEE Phone: 360.204.9199
Address: PO BOX 641 ALLYN, WA 98524
OWNER KRONQUIST STACEY LEE Phone: 360.204.9199
Address: PO BOX 641 ALLYN,WA 98524
SEPTIC DESIGNER PAULA JOHNSON' Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
Site Address. 231 E NELSON RD
Primary Parcel Number: 122294400041
Permit Description: New 3bd ATU to pressure trench
Permit Submitted Date: 07/15/2026
Permit Issued Date: 08/07/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $845.00 (additional fees may be sooner upon installation of system)
Permit Expiration Date: 08105/2029 (based on date of nspection)
Permit Conditions:
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
2 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
5 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
7 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/healthienvironmenial/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICAAL USE ONLY MASON COUNTY
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ON-SITE SEWAGE SYSTEM APPLICATION
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APP_IC NT PHONE 01
Stacey Kronquist o (360)204-9199
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P.O. Box 641 rAllyn WA 98524 z
BI EADDRESS-STREET CITY z=CODE n WA 98524
231E Nelson Rd Allyn
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Arrow Septic Designs, Inc UifU ! (360) 898-2255
PHONE N)
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PERMIT TYPE a;PGNeI p Ji K O R80VRC2 p� O
W' SIOENTIAL 055 �.DDMMDNI VOS ECOM,AEROI:.L O55 U,PRIVATE N'O VIE UAL WELL p/L:PR'.VATE rJ PARTYV,eLL ZOF co
Ty.T ORt perevnel p PUBIC HATER SYSTEMI
pL NEW CONSTRUCTION,UPGRADES LE'REPiIR/REPLACEMENT CnERCETA :Se,a fTThar SASSY) ❑ TABLE X REFA:R a
.e SL .A ING SEWAGE ❑ EXISTING FAILURE 9 SHORELINE
mr I 5fpDESG N NFORMLREOLIRES) SEPTIC EE RCOAS LOT SIZE T eCATE rnorzo a
1
TWAI✓ER(S)(IF PP IcABLE) 3 BR 2.95 ac ❑ YE„ Di NO
o'.RECTIONS TO s r AND SITE CONDITIONS;Ex..IccxeC gle)
Head out Hwy 3 and turn (R) onto E Grapeview Loop Rd. Turn (L) to stay on E Grapeview O
Loop Rd. Turn (R) onto E Nelson Rd. Driveway marked "201" o [ o
Ia
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HQLE5 MUST BE FLAGGED'M TH TEST HOLE E NUMBERS.
OFFICIAL USE ONLY BELOWTHIS LINE
UPGRADE!F&LURE SOURCE(for tpofIr5oJrSes
IPUMA.
❑VOLUNTARY ❑MAINTENANCE/PUMPWO ❑BUILDIN'G'ERMIT OHOME SALE ❑00MPLAINT ❑OTHER.
INSPECTOR SOIL LOGS COMMENTS ICONO TO,E
v- 0'9J2 l_ "1 IVdl� l 2+ CNryr�o�
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RECORD DRA`N KG AND .7FL-NS REPORT
SOILCOOES'. or ED FOR EIM A'PRGVAL
VERY G=GRnvD.LY 6=SANE L=CAM 51=5f_ C=EUV E=ol`REllE_Y R=ROCT5 -
IN E6PeSIGNATURE DATE .APPL SAON E%PRATON DATE APPLICATION APPROvED'ISSJED
-
SATE
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THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revsetl'.4114/2025
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 2 2 9 - 4 4 - 0 0 0 4 1
A design will be reviewed when 3 copies of each of the following are submitted:
r Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist.
•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 for public view on the Mason County Web site.Max+mum paper size: ii"XI '
'%&s e.xm L n } is JL e&cnswwrW1CbZflON ..
Permit\umber: SWG o1L 7 \ 1 Designer's Name Arrow Septic Designs lnc
AppStacey Kronquist360 898-2255
Designer's Phone Number: ( )
Mailing Address:d e — 171 E Vuecrest Dr
P.O.Box 641 Designer's Address:
Mailing Unon WA 98592
Allyn WA 98524 City State Zip
Uiy State Zip
Designers Email paulal@hctc.cOm
. ' DESIGN PARAMETERS ` _
Treatment Device
❑Glendon ❑Sand Filler O Mound ❑Sand Lined Drainf old ❑Recirculating Filter D+ ART
NUWaler 3\4500 [J D[her59°pbn pvssau
Treatment Level(check all that apply): -1 A C' B C C ❑BLI E BL2 BL3 71 E 71 N
Drainfield Type
❑Gravity Rf Pressure CsfTrench ❑ Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 38 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) NuWater SNR-500 gal Number 8
Receiving Soil Type(1-6) 5 Separation 5 ft
Receiving Soil Appl.Rate 0.4 gpd/ft
Orifices
Required Primary Area 900 ftc Total Number of Orifices 64
Designed Primary Area 912 ft2 Diameter 3116 in
Designed Reserve Area 912 ft2 Spacing 60 in
Trench/Bed Width 3 ft Manifold
TrenchBed Length 304 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? l Yes O No
Depth of Excavation Up-slope 9 in Transport Pipe
from Original Grade no--xnsbpe 8 in Schedule/Class 40
Designed Vertical Separation 12* in Length 400 ft
Gravel-based Drainfield Required? ❑Yes ill No Diameter 2 in
Pump Required? It Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 4
Diff.in Elevation Between Pump&Uppermost Orifice 25 ft Dose quantity 90 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,200 gal
Uppermost Orifice Higher D Lower than Pump Shutoff
Pump controls:Please check those required.
Capacity @ Total Pressure Head 37.76 gpm f7l Timer ❑ Blepse Meter ❑4vent Counter
Calculated Total Pressure Head 37.92 ft If Timer: Pump on 2 minutes ,Pump off 6 hours
Comments APPROVED
A]. 6 0 7 2026
d - _ca_T-, Revised: 4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 2 2 9 4 4 -- 0 0 0 4 1
Permit Number: SWG
" DFDSJ%N/4 C s.
Scaled Plot Plan Scaled Layout Sketch Cross Section Sketch
RJ Test hole locations 12 Drainfield orientation and layout Reference depth from original grade:
Soil logs E6 Trench/bed dimensions and Rf Septic tank
Property lines critical distances within layout 9 Drainfield cover
Existing and proposed wells 56 D-Box/Valve box locations
of within 100 ft roe Reference depth from original grade
property rty � Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations fd Laterals,trench/bed,top and
surface water and critical areas E9 Observation port location bottom
❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Et Manifold placement ❑ Sand augmentation
components placement
0 Location and dimension o£ Orifice Other cross-section detail:
Lateral placement with distance if Observation ports/clean-outs
primary system and reserve area
to edge of bed
Buildings Other Information
Audible/visual alarm referenced Yes No
0 Direction of slope indicator ❑ Scale of drawing shown on scale
Waterlines bar O ❑ Design staked out
❑ 9 Recorded Notices attached
E6 Roads, easements,driveways. ❑ Elevation benchmark and relative ❑ E6 Waiver(s)attached
parking elevations of system components O Pump curve attached
North arrow and scale drawing ❑ 19 Evaluation of failure
shown on scale bar Non-residential justification
CCC ❑ E6 Waste strength
❑ rX Flow
The undersigned designer must be notified by ins St tion Ed Yes O No
Signature ofst' S@tl UE816kpH.. Date
5
The undersigned has reviewed this design on behalf of -t Mason County Public Health and determined it to be in
compliance with state and local on-site re ulations:
°oh1U
Environmental Health Spelcialist Date
CAUTION: DESIGN APPROVAL 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. Revised: 4/14/2025
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�• Sleeve waterline when within 10'
1 �- of septic transport line. Maintain doe JOHNSON 10' minimum between water
,c ICEWS�tl'0 5i6NPH"' j line and septic tanks/drainfield.
tiszivs V. ;SOWER
Valve Control Box will, 125 BOA Valves
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✓ Typical CtooPoul
i.Z5 iI//.. 0 Typed oeeervQ im Port
/ B 101
211 - i*t f T LIME PL P ,A RO "fU LJ PAJLA JUVj0HN50N r^
Typed Observolico Pal Detailed Drain field Loyout
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nd G0M
0' 10 20'
le 12 Fifer Foci
CS) 3g' 1 ,25 Sched. 40 Laterals
3/1 10 2 4
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z_Lz• os— 1t C8) 3/ 16 Orifices C' 60• O.C.
gy s Per Lateral. 1st 8 Last Orifice
18 ' From End of Trench
36 ew-Q, CFp
12 } 45 Oeee EDor
Ldsa
Welrl[MO Layer
Fsd of ptth --
Drainfield Cross-Section View ata - r (X'
Nd To seas
Nole Cleonout to 06 froo 0 l0 6 i¢.ee tear
FI-CS G00t. Nark a' s —. na,. CM.. OW
Note: 0 • OBedvaliBo Pr'
To tle 4 PVC Poe from FbXm of trench Bepive A the EM of EWE LOIwaL
To F'n Gad. WmovdYe CM elae 5e
wtaW as OMervdon Port PO. "c" Arrow Septic Designs
Ql Ballam .iln Wnd-OO Tee.
ofa Toldyea 3yetem 3,�,o (360) 898-2255
Length Length Orifice # Distance from Distance from
Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Clean,8t(In.)
1 456 38 60 8 18
2 456 38 60 8 18
3 456 38 60 8 18 18
4 456 38 60 8 18 18
5 456 38 60 8 18 18
6 456 38 60 8 18 18
7 456 38 60 8 18 18 g
8 456 38 60 8 18 18
Tolal Lateral Length 304 IGPM= 37.76 n
Total#Orifces 64 1 c
Dynamic Head Calculations " Q
2 ft.
Selected residual pressure'.
Length(Ft.) #Orifices 11
Transport Pipe 400 64 9.54 ft C
Feeder Total
Lateral Line Length
Lateral#1 38 2 40 8 0.15 ft.
Later 38 7 45 8 0.16 ft.
Lal ral#3 38 12 50 8 0.18 ft.
38 17 55 8 0.20 ft.la4p.,FF''��5Z 8 2 40 8 0.16 ft.
e 7 4 018 ft.
t� ''` �, 17 55 0.20 ft.
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$epac Tmt of Health list of r she
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A F P tl i O VI SEA J
AUG 07 [['(n
Flow(Liters Per rAMOONc
0 38 76 114 151 189 227 265 ;_803 341 37921
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18
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3 10 20 30 40 50 60 70 80 90 130
Flow(GPM)
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FL601FLH60-Series Electrical Data
FULL 1 LOCKED THERMAL STATOR CORD
'',MODEL HP VOLTAGE PHASE LOAD ROTOR OVERLOAD WINDING LENGTH DISCHARGE AUTOMATIC 1 WGT.
AMPS AMPS TEMP CLASS FT
F 61A 6/10 15 12 389 120`G/248'F B 10 100R2" YES 641bs-
FLH6'_A-2 6/10 1 115 1 12 389 120C1248'- 3 25 1 ¼OS2 1 YES a'61bs.
FLH6IA-3 6110 115 1 12 389 120t/248F 3 35 1 ½OR[ YES 69 Ibs. 1
FLH6IM 6/10 145 1 12 38 120`C`248 F 1 B 0 1 Y OR 2 NO ! 621bs
FLP.61M2 6/10 115 1 12 38 120C 1248E B 25 1 'AO�O 1 631b5 '
FLH61M-3 6/101, 115 1 12 389 120C1248'F E B 35 1tiOR 2" NO 661bs.
FLH61M-5 5 6/ID 115 12 38.9 120'C/248F B 50 1 A OR 2' NO 67 Ibs
CL62A 6110 08230 8.2 24.1 B 10 1'G OR2 YES 62Ibs.
F
FL62A2 �1C 2082x0_ 3.2 24' 1 zE-c za6= 1, a 1 25 1 ,:oar � Yes ' ss ros-
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I FLE2A3 6/10 208230 82 241 120-C/248'F B 35 j 1V OR 2 YES 661bs. I
FL62M 1 6110 1 208-230 1 8.2 24.1 120'C 1248F B 10 1 Y OR 2' NO 6015S-
FL62M-2 E110 208-230 1 8.2 24.1 120'C/248'F 3 25 1 '6OR 2" NO 621bs.
FL62 M-3 6/10 208-230 1 8.2 24.1 120-C/248F B 35 1 1 'AOR2' NO 641bs.
FL62AM5 6/10 ! 208-230 1 8.2 1 241 120C/248`F B 50 1 XOR T' NO 661ba-
FL63M-2 6110 2081230 3 5.6 25.3 N/A B 25 1 O OR 2` I NO 61 Ibs-
FL63M3 6110 i 2081230 3 11 56 253 N/A B 35 ! 1 ''AOR2- NO 63 ros.
FL63M-5 6110 ! 208/230 I 3 56 25.3 N/A B 50 1 'V OR2" NO 651bs.
FL64M-2 6/10 440-480 I. 3 2.8 12.1 N/A B 25 1 'G OR 2" NO 61 Ibs. I.
FL64M3 6/101 440<83 1 3 28 127 NA B 1 35 1AOR2' I NO 1631bs.
FL6 M • 610 440-460 '3 1 2 129 N/A B 50 11 OR2 NO 651bs-
FL601FLH60-Series Technical Data
IMPELLER MULTI-VANE CAST IRON
SOLIDS HANDLING
CAPABILITY 33,4
PAINT POWDER COAT
40-C 104 F CONTINUOUS DUTY
MAX LIQUID TEMP 60 0140 —INTERMITENT n - [C
rm
MAX STATOR TEMP 130C/26&F �'\ r—
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THERMAL OVERLOAD 1_0"C"C_!248F SINGLE PHASE ONLY I
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SJ1V/(1PH)or SEOOV/(4PH)
POWERCORD TYPE SJOO`N 35'ano 50.-1-Pe) S-&�0Y0 - _ - A.
MOTOR HOUSING CLASS 25 CAST IRON
VOLUTE CLASS 25 CAST IRON
_IMPELLER CLASS 25 CAST IRON
SHAFT 1 STAINLESS
HARDWARE STAINLESS
ORINGS BUNA N
MECHANICAL SEAL UNITIZED CERAMIC CARBON
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PARTS UST NuWater NR Assembly Diagram
0.DUAL PORT,IEMTOR M.POLY DIFFUSER BAR2y
3.it RUBBER C.n CLGPS2) N.vFVC(O+:TSECTgTR
C3/t pOAPTORX TO NPT 2; O "'SUP CAP
D.t28LIPX t?NPi AOP'CR P.lit GFAR PVCHOBE OP^^ON°J-57 a t'STREETS'.?NPT BUSHNG 3) O_vY PVC PIPE(.Y I` TALJ }
F.1)7 90°ELBOW[f) R.Y PVC PIPE(BY INS?LLRZ)
G.Ix"%t!?TEE S TPVC PIPE(BY INSTALLER)
H.1'90°ELBOW(3) T.hr BPftSEDADAPTORTO I14'NPT CZ)
T%t'BUSHING U.1/£STREET%413 PT BUSHING i2)
J.Y BWR,NY TEE V.1(T PC COUPLER(I)
X V PVC CROSS W.T CDI:FER(BT INSTALLER
COUPLER BY INSTALLER
Revised 2/25/12
anew Septic Designs, Sac. �a
e t
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NuWater BNR Pretreatment
ry
INSTALLATION & MAINTENANCE a {r
Pressure Distribution Systems a' vnm nt..ir JOHNSON
���KNSEtl TiES19Nflp '�
1. Install Laterals with contour of the ground. 1..c 9 .
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. Waterlines must be a minimum of 10' to any tank or drainfield(a reduction to 5' may be
obtained with a State waiver on lots that meet minimum lot size). Encase all water lines
within 10' of septic transport lines 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 or tanks.
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 Count"
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 crashing.
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. + " P
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