HomeMy WebLinkAboutSWG2025-00200 - SWG Application / Design - 5/29/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
A1, 11
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: SWG2025-00200
APPLICANT KELLY MEGAN &JAMES Phone:
Address: 70 E GRAHAM RD BELFAIR, WA 98528
CONTACT Candi Phone: 3603734404
Address: 7124 State Hwy 3 SW Bremerton, WA 98312
OWNER KELLY MEGAN &JAMES Phone:
Address: 70 E GRAHAM RD BELFAIR, WA 98528
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE, WA 98383
SEPTIC INSTALLER JUSTIN WELLS* Phone: 360-536-4431
Address: 7124 STATE HIGHWAY 3 SW BREMERTON, WA 98312
Site Address: 70 E Graham Rd
Primary Parcel Number: 222125400906
Permit Description: Repair: 3-bedroom NuWater BNR500 ATU w/trash tank and pressure
drainfield bed
Permit Submitted Date: 05/29/2025
Permit Issued Date: 08/29/2025
Issued By: David Anderson
Current Permit Fees Paid: $990.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/30/2026 (based on date of inspection)
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 Drain field 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.
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/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED: Dom/' /�/ �
c CA
AMOUNT RECEIVED,
Public Health & Human Services �i�RECEIVED BY:N o cn
cn
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 /� /��� /�� C
415 N.6th Street -Shelton,WA 98584 S W G _//� / l ( y y�/6 0 Z Cl)
ON-SITE SEWAGE SYSTEM APPLICATION D73
m n
APPLICANT . PHONE r
Megan & James Kelly �' z
MAILING ADDRESS-STREET ��7u
CITY STATE,ZIP CODE "`--Ii C
70 E Graham Rd o Belfair WA 98528 03
�, ` TJ
SITE ADDRESS-STREET.CITY,ZIP CODE
70 E Graham Rd N �4 Belfair WA 98528 N
N
NAME OF DESIGNER i `� PHONE I
Rod Left L1.1 ' m
NAME OF INSTALLER �G� PHONE a
-
�J m < I
PERMIT CD
'. TYPE(select one) DRINKING WATER SOURCE —
Q
Lt(J-RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS 5 PRIVATE INDIVIDUAL WELL 66 PRIVATE TWC-PARTY WELL Z CD
7 PUBLIC WATER SYSTEM Belfair Water District
TYPE OF WORK(select one) I
SNEW CONSTRUCTION/UPGRADES V REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE W
fff DESIGN FORM(REQUIRED) laSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r I
0
5WAIVER(S)(IFAPPLICABLE) 3 49,222 ❑ YES p NO n
X
—
DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate)
Redesign to change system type.
r
O
--I
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT CI OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
TffIto- fff" CFs CT 4)
Restctt fglrv/ iof
TuZ:O-73" C Fs
f¢5,-at 73" u//'"I 14
(�) T(f 3: o-2;,L fs
it-Is f L coM
Rc5f-at tr v/ntef(
i•t i 0-23"L FS to 5oifo+w Iv,j'ockfr of 5; t Covpo.
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
a 58 d(?a? j5 /50 /707(2 /2/ V700Z1
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
Nworimmil
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 22212-54-00906- --
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.
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.Maximum ,a••r size: 11"X 17"
Permit Number: SWG , OAS ' O0o2Qo Designer's Name: Rod Left
Megan&James Kelly Designer's Phone Number: 360-698-8488
Applicant's Name:
Mailing Address: 70 E Graham Rd Designer's Address: P.O.Box 2954
Belfair Wa 98528 City State Zip Silverdale Wa 98383
Ci State Zi• Designer's Email info • acmeseptic.com
Treatment Device❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0ATU NuWater V Re
RS.Other
Treatment Level(check all that apply): El A LAB LR'C 0 BL1 LH BL2 ErBL3 C "i l '
Drainfield Type
❑Gravity i f Pressure 0 Trench ( 'Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 - Schedule/Class 40 `
Daily Flow:Operating Capacity 270 gpd Length 40 ' ft
Daily Flow:Design Flow 360 - gpd Diameter 1 in
Septic Tank Capacity(working) 1250 ' gal Number 6
Receiving Soil Type(1-6) 4 ' Separation 3. 5 ft
Receiving Soil Appl.Rate .6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 60
Designed Primary Area 600 ft2 Diameter 1/8 in
Designed Reserve Area 600 ft2 Spacing 48 in
Trench/Bed Width 9 ' ft Manifold
Trench/Bed Length 40 ft Schedule/Class 40
Elevation Measurements Length 52 ft
Original Drainfield Area Slope 0 % Diameter 1.25 in
New Slope,If Altered 0 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 6 in Transport Pipe
from Original Grade •
Doan-slope 6 in Schedule/Class 40
Designed Vertical Separation 12 in Length 23 ft
Gravel-based Drainfield Required? 0 Yes lili No Diameter 2 in
Pump Required? 66 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 8
Diff. in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 5 'ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure H e a Vet. .28 ',y •"gpm Fif Timer d Elapse Meter l "Event Counter
Calculated Total Pressure Head LV`i" 12..1 "ft If Timer: Pump on 1 min 36 Sec ,pump off 3 Hrs
Comments
2 PRESSURE BEDS @ 9' x 40' - PUMP TANK TO HAVE (2) 24" RISERS
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 9 o'`a I P --s LI -- O Q golf,
Permit Number: SWG Zo 75—o0?91
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ei Test hole locations lg Drainfield orientation and layout Reference depth from original grade:
10 Soil logs 1l Trench/bed dimensions and lI Septic tank
Fii Property lines critical distances within layout VI Drainfield cover
❑ Existingand proposed wells 62i D-Box/Valve box locations
p P Reference depth from original grade
within 100 ft of property fig Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations lil Laterals,trench/bed,top and
surface water and critical areas 1g Observation port location bottom
❑ Location and orientation of 1g Clean-out location 0 Curtain drain collector
curtain drain and all absorption lif Manifold placement 0 Sand augmentation
components
Eg Orifice placement Other cross-section detail:
10 Location and dimension of Ig Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildingsg Other Information
iii
lg Audible/visual alarm referenced Yes No
El Direction of slope indicator l21 Scale of drawing shown on scale 0 It Design staked out
1 Waterlines bar 0 M Recorded Notices attached
lid Roads,easements,driveways, p Elevation benchmark and relative Ig 0 Waiver(s)attached
parking elevations of system components Ig 0 Pump curve attached
ig North arrow and scale drawing 0 1g Evaluation of failure
shown on scale bar Non-residential justification
o tf Waste strength
❑ Eli Flow
DESIGN APPROVAL
The undersigned designer must be notified by install rat time of i stallation 54 Yes 0 No
1 7•aLi•Q04S—
i Signa of Designer Date
The undersigned has reviewed this design behalf of Mason County Public Health andegnined it to be in
compliance with state and local on-site g ations: ��FIP
10?i
Environmental Health Specialis , ate AUG it
�oN�p1� ?y??nn,,
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWIANZWHTIO'1'Q5
✓ The design is stamped"Approved"by Mason County Public Health.• The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 57)0/ q 7.
❑ Drainfield site conditions have not been altered to adversely affect conditions of design approval. N
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
A
Pump Selection fora Pressurized System -Single Family Residence Project
FRETTS/12307-34-90042
Parameters
DisdsrgeAsser ty See 203 i Ors 160
Tra.pertLai 67 fad
TrascatPpeClass 40 - '
TraspatLireSee 200 idc_, • •
[3 isttting Va`veM cdel Ncre 140 •
Max Elea:al Lit 5 fad
Ma Ail Legh 23 feet
Me iHdPipeC less 40
Mai'Lid Pipe Sze 100 jai ' ' '
N lifter cf Latin&perCdl 3 120
Leal Len* 55 ket -
Latrd POCIass 40 .
Latral Pope Size 1.00 irres
OrifeeSze 1s ides 01 -
OrifceSpacig 4 ' feet U. 100
Residtilic d 5 fad 2 -
FbAktr Ncre rth, ❑ .
I— -
'AdJ-cri Fridan Losses 0 feet is
co
Calculations x 80
U
MrinmFbv+Rab per aim 0.43 gpm E
Nutt ctOrikesmrZcre 42 c
TddFbvRatpBZane 184 gm ❑ I PFaoos I
N trrter dLatralspe-Zme 3 :9 60 _o __
%FloNDilfeteial1stiastOrke 3.8 % I-- _�
TraspOt\klocily 1B 4S 1 ►.
�fob .
Frictional Head Losses 40
LrssharfmDisdne 0.7 feet .
IrssiiTraspat 0.4 feet
•
Lossfra4iVie 00 feet • �\
Lees inMari kl 1.1 feet N.
Less in1 -as 05 fed 20 '
LosshtIFbnrret,- 0.0 fed ou4 -
Pdiarf Fricknirssess 0.0 fad .0 -
Pipe Volumes _ _
117 ¢s 00 10 20 30 40 50 60 70 80
i VdcfTraspatLine
VddMaidd 10 gals Net Discharge(gpm)
VddLatrdsperZa e 7.4 gas
TddVdtme 231 gals
Minimum Pump Requirements PumpData Legend
Design FtwRab 184 gm PF5:05HighHea.EtluetRrrp Systrncuve
Tctl Dynamic Head 127 fad S0GPM1/2HP
115230J 1060Hz200'23W31?JOp-Iz PurpCuve
Pp
RmpOpirrd Rage
�0 Opening t 0
AUG 2 a
MASON COL Nry fNVI 20?5 i Designr�irt
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PARTS LIST NuWater NR Assembly Diagram I ,
j
A DUAL PORT AERATOR M.POLY DIFFUSER BAR(2)
B 3/8"RUBBER 90°W/CLAMPS(2) N.1"PVC(3 1/2"SECTION)
C.3/8"BARBED ADAPTOR X 1/7'NPT(2) O.1"SLIP CAP (p
D.117'SLIP X 1/2"NPT ADAPTOR P. 1/8"CLEAR PVC HOSE(OPTIONAL 5) A
E 1"STREET X 1/2"NPT BUSHING(3) O.1/7'PVC PIPE(BY INSTALLER) I
t
F.1/2"90°ELBOW(3) R 1"PVC PIPE(BY INSTALLER)
G.1"X 1"X 1/2"TEE S.7'PVC PIPE(BY INSTALLER) wP fa
H.1"90°ELBOW(3) T.1/8"BARBED ADAPTOR TO 1/4'NPT(2)
I.2"X 1"BUSHING U.1/2"STREET X 1/4"NPT BUSHING(2) 13)
J.2"SANITARY TEE V 1/2"PVC COUPLER(2) lit)
K.1"PVC CROSS W 7'COUPLER(BY INSTALLER)
L.1"COUPLER(BY INSTALLER) '
Revised 2/25/12
Aor
y9•-2" /
1 DUAL PORT AERATOR
WATERTIGHT LID VENT(typ)
RISERS(TYP)
36"MAX. 1"PVC(TYP) o
o
/TV7STIC
I \` 2"COUPLING N I `-
8 REDUCER 6" 1 -
._\_!
2"TEE V PVC SLUDGE
12" RETURN LINE �_
2"PVC f `v/
— --
TRASH CHAMBER — N y DIGESTER CHAMBER CLARIFIER
OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER
FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS
FLOOD:191 GAL.
65„ " 58" r \\
54 50"
53"
<� T
36" °o 00 0 0 1"EEX1f2"
o o "
R4 406 2 0 --DIFFUSER BARS(2) 1,-1,---,1, vO/t/^ ���� O PARALEL TO TANK WALL 4.
1.00 �F- '� I \
3' lVj/j SLUDGE RETURN
—'f O✓R�Nfj��NrQ( j///� 1.5"TAPER ,i`/ N
^^11 y6g47H SIDE VIEW
1"-1.4 h. STONE-FREE NATIVE SOIL
OR COMPACTED SAND
INSTALLATION INSTRUCTIONS OVER STONY SOIL
1)Excavate tank hole with vertical walls to 1 foot larger than
tank on all sides.
2)If bottom of hole is stony,install 3"of compact sand&level 4' 9._2„
out with screed. — — -- \
3)Install tank in center of hole,keeping 1 ft.void space on I- LLI-
all sides. l 24"RISERS`l TP) 24-BLOWER
1 OUSING CAS
4)As tank is filling with water,fill in void space with compact I --- - w
granular(sandy)soil free of large clumps of clay. I N TOP OF LI
5)Install rest of system,&affix risers to adapters with I / I
waterproof adhesive. L j/CD
34'.-8"6)Perform watertightness test in field as required by local
jurisdiction. 12"RISER
7)Upon approval to backfill,carefully backfill with native I I I I
soils over top of tank. I TRASH CHAMBER DIGESTER I ICI
8)Final grade the surface to avoid chanelling surface L _I L J L_ _ J
water toward tank. \
TOP VIEW
1"=2.8ft
" ', Ra-- ' . -;:. AEROBIC TREATMENT TANK DETAIL FOR R
;:: . L ff:r - s'ti'.
7:1 ►t ' ' ,, NuWATER BNR-500 TREATMENT UNIT
1 *.
Tat a me
ENVIRO-FLO, INC. REVISED:
.. 11' sr Wastewater Treatment Technologies 3/01/12
•.`-- -,,, ,,,, P.O.BOX 321161, Flowood, MS 39232
SCALE:
;--.. (877) 836-8476 (601) 845-4716 fax 1" = 1 4 ft.
www.enviro-flo.net
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