HomeMy WebLinkAboutSWG2023-00066 - SWG Application / Design - 3/2/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
'{,7-...� :.. 0 Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00066
APPLICANT MAVES LORRAINE Phone:
Address: 120 SUNNYHILL RD W BREMERTON, WA 98312
OWNER MAVES LORRAINE Phone:
Address: 120 SUNNYHILL RD W BREMERTON, WA 98312
SEPTIC DESIGNER ROD LEFT-Acme Design Phone: 360-509-2000
Address: PO Box 2954 SILVERDALE, WA 98383
Site Address: 100 NE Marine View Dr
Primary Parcel Number: 322245202018
Permit Description: New SFR-2BR Nuwater w/waiver for bed in type 4
Permit Submitted Date: 03/02/2023
Permit Issued Date: 05/04/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $685.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/07/2026 (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.
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/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
C..._,
OFFICIAL USE ONLY =
L. MASON COUNTY DATE RECEIVED. 2_ "Z3 D
•1 I- �••�'':I COMMUNITY SERVICES AMOUNTT-ENf � _ RECENED] c rn
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Public Health(Community Health/Environmental Health) (p
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ON-SITE SEWAGE SYSTEM APPLICATION ›
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APPLICANT
HONErn
LORRAINE MAVES
MAILING ADDRESS-STREET,CITY,STATE.ZIP CODE g
120 SUNNYHILL RD W BREMERTON WA 98312 03
S100RNETMARIZIP CODE
NE VIEW DR BELFAIR WA 98528 I `''
NAME OF DESIGNER PHONE N
ROD LEFT 360-698-8488
J
NAME OF INSTALLER PHONE 0 iv
(7) N
PERMITRMp TYPE(select one) DRINKING WATER SOURCE —0
firf RESIDENTIAL OSS ECOMMUNITY OSS P C�IiCOMMERCIAL OSS 6 PRIVATE INDIVIDUAL WELL b PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) PUBLIC WATER SYSTEM - I
sr NEW CONSTRUCTION 1 UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR 01
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
03 IN
DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 0
gWAIVER(S)(IF APPLICABLE) 2 0 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
SEE MAP I N
0 O
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. CO
OFFICIAL USE ONLY BELOW THIS LINE -
UPGRADE/FAILURE SOURCE(tor reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
v (t/ 4)L
tit Y um T,
tiU ( MAR 0 2 2023
115
By
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=V Y G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
I SPE 0 SIGNATURE DATE APPLICATION EXPIRATION DATE •-- IC• 10 APPROMEDI ISSUED BY DATE
I 0,1441Vs -.-23 O 3 —7 - 2 Ii �. I� c1. 5-�/-23
IS F AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE a REVISED 12/7 2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 2 4 — 5 2 — 0 2 0 1 8
A design will be reviewed when 3 conies of each of the following are submitted:
'0 Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist
'0 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.{iMaximum taper size: 11 X l?
�N:a 601*§P ry..�i cit �s.'�`A'"h 0: 7 6:?' '.. iE,M..��U:.. bN :1.4+'A ib f2 "k.RL+_�r ''vG it,A ''.�``F'��. E�Y��',KIz '4..YX
2 b23• 000 ROD LEFT
Permit Number: SWG oC�)L VIN� Designer's Name:
Applicant's Name:
LORRAINE MAVES Designer's Phone Number: 360-698-8488
Mailing Address:
120 SUNNYHILL RD Designer's Address: PO BOX 2954
BREMERTON WA 98312 SILVERDALE WA 98383
Ci State Zi Cit State Zi
. -N � s :.tt ¢ 4t.',. _IDESIG ET R8
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
[r Aerobic Unit Make/Model
NUWATER-BNR 500 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity
gPressure 0 Trench ( 'Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow:Operating Capacity 240 gpd Length 40 ft
Daily Flow:Design Flow 240 gpd Diameter 1 in
Septic Tank Capacity 1250 gal Number 3
Receiving Soil Type(1-6) 4 Separation BED ft
Receiving Soil Appl.Rate .6 gpd/ft2 Orifices
Required Primary Area 400 ft2 Total Number of Orifices 30
Designed Primary Area 400 ft2 Diameter 1/8 in
Designed Reserve Area 0 ft2 Spacing 48 in
Trench/Bed Width
10 ft Manifold
Trench/Bed Length 40 ILOCIl s 40
Elevation Measurements
10 ft
4111amlete3r Original Drainfield Area Slope 0 �NME�SAI.NEP'l1N 1 in
New Slope,If Altered 0 .,.9 1 ����veifold configuration used? l 'Yes 0 No
Depth of Excavation up-slope 15 in Jew. Transport Pipe
from Original Grade Down-slope 15 in Schedule/Class 40
Designed Vertical Separation 24 in Length 10 ft
Gravelless Chambers Required? 0 Yes g No 0 Optional Diameter 2 m
Pump Required? g Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day
12
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 20 gal
Orifice 2 ft Chamber Capacity 1250 gal
Uppermost Orifice g Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 14.4 gpm Timer ('Elapse Meter GI Event Counter
Calculated Total Pressure Head
11.6 ft If Timer: Pump on 1 MIN 23 S ,pump off 2H
Comments
USE GRAVEL FOR THE BED. WAIVER FOR DRAIN FIELD IN TYPE 4 SOIL.
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 2 2 4 -- 5 2 -- 0 2 0 1 8
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
FA Test hole locations Gd Drainfield orientation and layout Reference depth from original grade:
Soil logs lif Trench/bed dimensions and lif Septic tank
121 Property lines critical distances within layout g Drainfield cover
❑ Existing and proposed wells lif D-Box/Valve box locations Reference depth from original grade
within 100 ft of property fig Septic tank/pump chamber and restrictive strata:
O Measurements to cuts,banks,and locations 12i Laterals,trench/bed,top and
surface water and critical areas 12i Observation port location bottom
❑ Location and orientation of 12i Clean-out location 0 Curtain drain collector
curtain drain and all absorption VI Manifold placement 0 Sand augmentation
components 121 Orifice placement Other cross-section detail:
Location and dimension of Et Lateral placement with distance IX Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
121 Buildings 121 Audible/visual alarm referenced Yes No
Edi Direction of slope indicator e ❑ gn edWaterlinesp:lpfLO8yoE ❑ lI Design Recordedstak Noticesout attached
kg Roads,easements,driveways, 56 ❑Waiver(s)attached
parking MAY o 3 2023 12i 0 Pump curve attached
0 North arrow and scale drawing NTY ENVIRONMENTAL HEALTH 0 g Evaluation of failure
shown on scale bar MA�43� JBW Non-residential justification
❑ g Waste strength
❑ l'Flow
DESIGN APPROVAL
The undersigned designer must be notified by ins ler at ' f installation 121 Yes 0 No
M 23
Si f 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-sit ations:
Env' . -0� Health Specialist 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.
Updated Date: 12/7/2015
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APPROVE
'►•'Ar` MAY 0 3 2023
�+ SN COUNTY ENVIRONMENTAL HEALTH
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PARTS LIST NuWater NR Assembly Diagram I
A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2) ir 'D
IIB 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 €0
D.1/2"SLIP X 1/2"NPT ADAPTOR P.1/8'CLEAR PVC HOSE(OPTIONAL 5') O
E 1"STREET X 1/2'NPT BUSHING(3) Q.112"PVC PIPE(BY INSTALLER) 11
F.1l2'90°ELBOW(3) R.1"PVC PIPE(BY INSTALLER)
G.1"X 1"X 1/2'TEE S.2"PVC PIPE(BY INSTALLER) 40�
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) 10
J.7'SANITARY TEE V.1/2"PVC COUPLER(2)
K.1"PVC CROSS W.2-COUPLER(BY INSTALLER)
L.1"COUPLER(BY INSTALLER)
Revised 2/25/12
•
i g 2'
DUAL PORT AERATOR-,,
WATERTIGHT- A LID Vr34T(typ) �\ •
`
RISERS(PA') \f� 'T 1 r--�
F-ii
36•MA:.
I
r PVC(VCR) 0 1rr PVC.
/ AIRLINEi MASTIC
`. .1 L, I L
4{''
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S &REDUCER 6'
I �� it- ) \
1 -ram -----' -_ -
2' I tt 1'PVC SLUDGE
12' RETURN LANE
2 PVC
TRASH CHAMBER \ DIGES I tR CHAMBER CLARIFIER I
OPERATING GAPACnY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER
FLOOD CAPACJTY;490 GALLONS ROOD CAPACITY:494 GALLONS 160 GALLONS i
FLOOD:191 GAL(;
63' SS� � 1
I �• 53
l
P P R OBE a 1• E
°
It i
Iiii 3 I MA 0 3 202 \
NTAL E
MASC cONN1Y EN�IRONIVI 1z.
J�� DIFFUSET2 GARS(2)
PARALEL TO TANK watt
t `qI•
i 1 \ -.
3 SLUDGE RETURN I
'c s, 1, /// // 1.5-TAPER +/'�
SIDE VIEW
1"=1.4 ft. `"STONE-FREE NATNE SOIL
OR COMPAL.I tU SAND
OVER STONY SOIL
INSTALLATION IRSTIWCT1ONS
1)Excavate tank hole with vertical walls to i foot larger than
tank on all sides. 9'-2"
2)If bottom of hole is stony,install 3"of compact sand&level __ -1 ,
out with screed. I
3)Install tank in center of hole,keeping 1 ft.void space on all sides. 24'RIsL RSI, ) zs-BLolyER
siNG
4)As tank is filling with water,fill in void space with compact I 73P of
granular(sandy)soil free of large dumps of day,
5)Install rest of system,&affix risers to adapters with I I J 4'$•
waterproof adhesive. E. I I i
c)1
6)Perform watertightness test in field as required by local I
jurisdiction- I I 12•RISER 1,
backfill with native I:
7)soilsUpon
aver
r o of an badcnll,carefully RASH CHAMBER I . 1 ICI
over top tank �
B J - JL -_J)Final tirade the surface to avoid chanelfng surface L _,r
water toward tank
TO VIEW
r-Z8tL
, DETAIL FOR
- .-. a ... AEROBIC TREATMENT TANK
_ �=' �r•` NuWATER BNR-500 TREATMENT UNIT
h� -. ENVIRO-FLO, INC. RrystD 3/01/12
��� Wastewater Treatment Technologies
",-,�T��,.r�►F;.•.Y• P.O, BOX 321161, Flowood,MS 39232 sCa c:
_ _ =`"" (8ff)836-8476 (601) 645-4716 fax 1 " = 1.4 ft.
www.enviro-flo_net
Pump Selection for a Pressurized System -Single Family Residence Project
MAVES/37794-52-02018
Parameters
160
DsdageASSErtySva 20C i>ds `
TraoµulLengt 95 fat
TrarspatPipeC'ass 40
TraqutLre 7P 200 'riches
DistiairgVaveNlcda Ncre 140
Mac BerafrnLit 5 fat
NtaifddLerch 20 ea .
Ma did PipeClass 40
Pipe G7P 1D0 i>.ir5
Nurter cf Lab-as pa-Ca 3 120
Lalrrd Lagh 40 f
La aal PceCbss 40
L P Se 1.00 irha /
a rixCUP 16 • - 100
OrifceS�.i9 4 ea Li.
R add Heal 5 fed I
o
FlomMe13 Na e i I-
'P aiFaimLcsses 0 fat t
•
i 80 I
Calculations
NfrimcnFlavRahpa°rifice 0.43 gall co
c
N ar'ba cfOfices perZcre 33 ❑ l PF5005 i
Taal FbwRaepaZcre 1.4 Tinm 60 I I
Nuiii dLatrdspaZC e o
%FbwDiQaaial1511a3tOrifce 19 % `-- �_
Trasp ttVaozity 14 -
Frictional Head Losses 40 ~�`
LcssitrnujiD'Ix.luw 04 fat
LrssnTraspat 04 feet
tosshra_41Vafe 00 feet
L nNlaitid 06 fad
IncsnLafrds 02 ed 20
Lnsslacucji FbArre r 00 ea
'P�aiFricfaitnsses OD feet '�
Pipe Volumes 0
-
VddTrarsaa-tLire 166 cats 0 10 20 30 40 50 60 70 80
VddWaiti as is Net Discharge(gpm)
VdcfLataspaZcre 54 gas
Toa Vdure 226 g#s
Minimum Pump Requirements
PumpData Legend
144 gin PF`.DOSHii1HasdEflartR'rP Syst3nCuve —
DaigiFbwRde SOGpM 12HP
TddDyraricHmd 116 feet
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