HomeMy WebLinkAboutSWG2023-00149 - SWG Application / Design - 4/21/2023 I
MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
a ,# BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT400
b x FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00149
APPLICANT SANTA SERVICES LLC Phone:
Address: 2430 160TH AVENUE NE BELLEVUE, WA 98008
OWNER SANTA SERVICES LLC Phone:
Address: 2430 160TH AVENUE NE BELLEVUE, WA 98008
SEPTIC DESIGNER CINDY WAITE-Septic Designer Phone: 3607010205
Address: 80 E PICKERING LANE SHELTON, WA 98584
Site Address: 3571 SE Lynch Rd
Primary Parcel Number: 319023100060
Permit Description: New SFR -5BR Nuwater+ Oscar!!
Permit Submitted Date: 04/21/2023
Permit Issued Date: 05/02/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 04/25/2026 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
4Ik
OFFICIAL USE ONLY--
MASON COUNTY PUBLIC HEALTH DATE RECEIVED: tik '� 1 . 13
ONSITE SEWAGE SYSTEM APPLICATION AMO 30 OMB RCFIVID
CO m
415 N 6th Street,(Bldg 8) Shelton WA,98584 <
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S W G 1.4X,) - Mid' y O 7,,
Z 6
Z -0
APPLICANT PHONE D D
SANTA SERVICES LLC 510-917-6952 m m
MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE r
2430 160H AVE NE BELLEVUE WA 98008 3
SITE ADDRESS-STREET,CITY,ZIP CODE co
3571 SE LYNCH RD SHELTON WA 98584 m
NAME OF DESIGNER PHONE I CA)
CINDY WAITE 360-701-0205
NAME OF INSTALLER PHONE I
TBD I
ICC)
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE
C
d NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0� PRIVATE INDIVIDUAL WELL I O
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY m PRIVATE TWO-PARTY WELL Ft(7)
0 TABLE 9 REPAIR ❑ SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM Z I N
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: 1
❑ UPGRADE TO EXISTING 0 OTHER BEDROOMS LOT SIZE 1 W
❑ EXISTING FAILURE "Record Drawing required 5 202rx4281
for all Installations" r- I
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) 0 I
X I O
GO SOUTH ON HIGHWAY 101, TURN LEFT ONTO CRAIG ROAD, TURN LEFT ONTO
COLE ROAD, TURN LEFT ONTO LYNCH ROAD, PARCEL IS ON THE LEFT SIDE OF I O
THE ROAD. SOIL LOGS ARE BEHIND THE BARN AND ON THE EAST PROPERTY
LINE. YOU CAN DRIVE RIGHT TO THE SOIL LOGS. o I o
ICY)
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I o
--- OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS 6 � � � � COMMENTS/CONDITIONS
1 Li S . L --- 6- ‘) i'vlit-r
v \'
11 APR 21 2023
By---191
1 SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
IN ECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI TION APPROVED BY DATE
t j1)t L_Lrk).\ LI'j(P—25 kfr2(i) 2Q
TH MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 1 9 0 2 — 3 1 — 0 0 0 6 0
, A design will be reviewed when 3 copies of each of the following are submitted:
'0 Completed design form that has been signed and dated. '1 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 paper size: 1I"A 17"
PARCEL IDENTIFICATION
Permit Number: SWG a.o,2•.3 - 00 1 l,1 Designer's Name: CINDY WAITE
Applicant's Name: SANTA SERVICES LLC / < Designer's Phone Number: 360-701-0205
Mailing Address: 2430 160TH AVE NE Designer's Address: 80 E PICKERING LANE
BELLEVUE WA 98005 SHELTON WA 98584
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendon Biofilter 0 Sand Filter 0 Mound ❑ Sand Lined Drainfield 0 Recirculating Filter,Type:
'Aerobic Unit Make/Model BNR 600 0 Disinfection Unit Make/Model OSCAR OS V. COILS
Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed fEr Sub Surface Drip
Septic Tank/Drainfield Specifications erals
Number of Bedrooms 5 Sc I ffC D 1 0 w 1 NETAFIM
Daily Flow: Operating Capacity 450 gpd Le 50 ft
Daily Flow: Design Flow 600 gpd Di ' ' er APR 28 2023 60"X60"
in
Septic Tank Capacity 1200 SEPTIC 1200 TRASH gal Nu ber 12
Receiving Soil Type(1-6) 5 Se ._ ) .5 ft
Receiving Soil Appl. Rate .4 gpd/ft2 Orifices
Required Primary Arca 1505 ff' T 40,
iII umber of Orifices 50X12 COILS=600
Designed Primary Arca 1500 .0
ft- �, amet.41 EMITTER in
Designed Reserve Arca 1500 ft2 j?acingPto 11 12 in
Trench/Bed Width 35 i of ,> I,
Trench/Bed Length 43 ft �P .<Q-� ;, ')!f �� Manifold
��, •�' 1`� SCHEDULE 40
Elevation Measurements « UP, • ITe\A 1 186 ft
Original Drainfield Area Slope 7 /0 LICE ,. V SIGNER 1+k 1
New Slope, If Altered ""."����� IL% 0����o
1,
in
o EXIN , mani o c configuration used? ❑ Yes I9'No
Depth of Excavation Up-slope 0 in Transport Pipe
P
from Original Grade now11_slope 0
In Schedule/Class SCHEDULE 40(FOR PUMP AT RESIDENCE)
Designed Vertical Separation 15 in Length 270
ft
Gravelless Chambers Required? ❑ Yes 0 No 0 Optional Diameter 2
in
Pump Required? N1 Yes 0 No Dosing and Pump Chamber +
Pump/Siphon Specifications Number of doses/day 6 360 `\\\
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity alp 1.54
Orifice 10 4 ft gal
Chamber Capacity 1201 1500 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity(a;Total Pressure Head gpm eTimer bla Meter eter I8'Event Counter
Calculated Total Pressure Head ft If Timer: Pump on 22 SEC ,pump off 3 MIN 38SEC
Comments
INSTALLER AND DESIGNER TO MEET ON SITE PRIOR TO STARTING INSTALL.CONCRETE TANKS REQUIRED,SETTING FOR
RESIDENTS PUMP CONTROLS WILL BE DONE AT TIME OF INSTALLATION,2"LINE FROM THE RESIDENCE WILL NEED TO BE
ADAPTED
TO 4" 20'FROM GOING INTO NUWATER TO PREVENT TURBULENCE IN THE NUWATER TANK.
c Pi n'' / 4.i d htt Ft -Pip 1 iw -f-o ✓rc,7 ke
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 9 0 2 — 3 1 -- 0 0 0 6 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
P1 Test hole locations ET Drainfield orientation and layout Reference depth from original grade:
Ei Soil logs B Trench/bed dimensions and lg Septic tank
El Property lines critical distances within layout !a Drainfield cover
B Existing and proposed wells 0 D-Box/Valve box locations
within 100 ft of property Septic tank/pump chamber Reference depth from original grade
and restrictive strata:
❑ Measurements to cuts,banks,and locations
surface water and critical areas B Observation port location 0 Laterals,trench bed,top and
bottom
❑ Location and orientation of 0 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation
components
of Location and dimension of 0 Orifice placement Other cross-section detail:
primary system and reserve area 0 Lateral placement with distance El' Observation ports/clean-outs
QJ Buildings to edge of bed Other Information
E1 Audible/visual alarm referenced Yes No
PJ Direction of slope indicator
Waterlines Lot Scale of drawing shown on scale le Design staked out
bar � � � O � � ❑ 0 Recorded Notices attached
Lol Roads, easements,driveways, ❑ 0 Waiver(s)attached
parking EV 0 Pump curve attached
Lot North arrow and scale drawing MAY 0 5 2023 0 0 Evaluation of failure
shown on scale bar
MASON COUNTY ENVIRONMENTAL HEALTH N n-r siastetistrl engthication
J BW ❑ 0 Flow
DESIGN APPROVAL
The undersigned designer must be notific by instal r at time of installation B Yes 0 No
41 2r/2v23
Signature of esigner Date
The undersigned has reviewed this d sign on behalf of Mason County Public Health and determined it to be in
compliance with state and local -sit regulations:
Li,, ,,A.,,,,-
Env' o �tal 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: K —2 61 '01GQ
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. AO
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
•
•
-pr.,� __ r I_ 1. 3 BEDROOM RESIDEN
CE
2. GARAGE
I .�`'> 3. 1200 SEPTIC TANK
4. 1200 PUMP TANK
5. 1200 GALLON TRASH TANK
6. BNR 600 IN CONCRETE TANK
.ki
�- 7. TRANSPORT LINE 2"
8. TRANSPORT LINES 1"
9. EXISTING WELL
4' ' �-..\ 10. WATER LINE
11. EXISTING BARN
7 � .-.\ 12. PRIMARY DRAINFIELD OSCAR
\ 13. RESERVE DRAINFIELD
14.AUDIOVISUAL ALARM
- ) '‘\ 6._"V) (10.-
15. CLEAN OUTC4)
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BASAL WIDTH
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Table I
drauhc Lavout
OS-50 Coils
12" to 18" soil depth
- .Design Tota o of s
•se Flush Excess
Coils Lat . !er lat. 41 A. I gpm TDH
240 5 5 1
1.75 12.0 50'
300 6 3 2 2.1 12.0 50'
360 8 4 2 2.8 12.0 50'
450 9 3 3 3.15 12.0 50'
480 10 5 2 3.5 12.0 50'
<� .. :Y : 600 12 4 3 4.2 12.0 50'
T III
.n. h der Lenathc
DQ
12" to 18" soll depth
Design Fl . Ae' imi Minim tl 'Shoulder Length
240 28' 9
300 33.5' p
360 44.5' A450 E
50' 4!ASONCOU T E/2: �o52O2348055.5' NVI�RpNME
W NTg1.HEALTH
600 66.5' J
The dimensions in Table III represent the minimum required length of
the outer shoulder which includes the coils, spacing between coils, and
the shoulders. These lengths can be extended to match site conditions.
Minimum shoulder spacing is 6". See illustration below for example of
shoulder length.
l 1
y tid,1a2 �T, 11`l
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ti�
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osisnci:.y. . 0 „ED
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k 1 16" a.l
Ell . _ — -- —72�� -■ 36" 1—
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64„
FLOOD CAP. 1036 GALS. FLOOD CAP.
5 5 - 1 /2 504 GALS.
52- 1 /2"
30
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2-1 /2„ -'! ..•--
3" w `��
APPROX. WEIGHT 1 1 ,000 LBS.
sps ,,„
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& 1200NCP HW
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Tq 0,6" -OP VIEW 24" 18" 71
T ` 65'
4„
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6' PVC PORT 24' OIi NCO TANK ADAPTER
4' CAST- IA SEAL GASKET I , ,
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25.43 GALS. PER/INCH r
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51 5l004 �'� .1
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2- 1 /2" -1 H T 1'
3"
APP— OX. WEIGHT 1 1 ,000 LBS.
• Iihe* jPumpr
A Family and Employee Owned Company
Pump Specification r�
FL30-Series _41,..
1/3 HP Submersible Effluent Pumps
......, ii.",;(111P,i,;:..,
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LITERS PER MINUTE '
gaillA 0 50 100 150 200 b ,I I, I`
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GALLONS PER MINUTE
Copyright r Liberty Pumps,Inc.2019 All rights reserved. Specifications subject to change without notice.
7000 Apple Tree Avenue Bergen NY 14416 � FL30-Series_PI R9/27/2079
9Phone800-543-2550 1 Fax 585-494-1839 - Email Liberty@LibertyPumps.corn i Web wwwLibertyPumps.corn
TRANS LENGTH 270
GPM 20.06
K (2"SCHEDULEN 40) 284.5
FRICTION LOSS 1.9981302
Squirt 2
Elevation difference 10
TDH 13.99813
' r
/2' 21" rail
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' uay tbUNrye 45 2U?3
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510041 \e10
NDY W TE Q
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LXI'IRES
isps% 1200NCP & 1200NCP HW
1475 GALS. FLOOD CAP.
r4Fr,,E ...
Tkof4 T k. .1-1--& -.1'
.T. ,6,, 102" l'h
T 6' TOP VIEW 24" 1 B"
71 "
T 65"
AA A
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6' PVC PORT 24' ORENCO TANK ADAPTER
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25.43 GALS. PER/INCH o J'+
JP 510 ,`
I" 2DYenAitV51
TE/rLICN D DIGNER i,
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LAPINES li5,10
4"
2- 1 /2" .HI-0-- �,
3 V
APPROX. WEIGHT 1 1 ,000 L3S.
120
VENTED LIDS(TYP)
WATERTIGHT -\ ,\ DUAL PORT AERATOR IN ,
RISERS(TYP) 1, DRY.VENTILATED LOC. ''I
38'MAXI COVER COUPLING d�PIPE o" 1 -- - -�
CAST IN LID(TYP) ° 1/2"PVC
T \ AIRLINE ,
4" • 3"f..__ 42„ i2T —— — 48" _ _
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S1 _____I__ G1 ri 7 )1_ _�
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1"PVC NLUDGE
RETURN LINE /
2"PVC ��� i'��' �.J
DIGESTER CHAMBER CLARIFIER
TRASH CHAMBER I OPERATING CAPACITY:547 GALLONS CHAMBER
FLOOD CAPACITY:649 GALLONS
OPERATING CAPACITY:5C0 GAL. _ 217 GALLONS
67" FLOOD CAPACITY:568 GALLONS FLOOD:260 GAL.
r
i 37" ° °° °
° < 1"X 1/2"
° L TEE
PRECAST REINFORCED-
CONCRETE TANK
AppRovv
--'----DIFFUSERBARS(2) 12PARALLEL TO TANK WALL
--MAY O SLUDGE RETURN _-
MASON COUNTY 5 2023 / 1.5'TAPER
EN BNR 600 SIDE VIEW /
B■�_ N7"`HEAD LTH NO SCALE STONE—FREE NATIVE SOIL
J W � .�i� OR COMPACTED SAND
OVER STONY SOIL
�- 24"BLOWER
HOUSING CAST
ON TOP OF LID
INSTALLATION INSTRUCTIONS - 10, y
1)Excavate tank hole with vertical walls to 1 foot larger
tank on all sides. �4/ p
2)If bottom of hole is stony,install 3"of compact san kifRI rtAs ETA -I I—---
out with screed.
4'1 k,;f is % �� / 24"RISERS(TVP) I I
3)Install tank In center of hole,keeping 1 ft.voids n.'4.7) ?y, I
all sides.
4)As tank is filling with water,fill in void space tromp c N
granular(sandy)soil free of large clumps of cl �'10c I I I
5)Install rest of system,&affix risers to ada sgvit�i C ('Y W I a (/ I I +r
waterproof adhesive. ICE, .. C:E I MEIR DIO�srsR ° E 3 B1„
6)Perform watertightness test in field as r ia-c "-`-5.�� // , 1
jurisdiction. u I _._..,2)
/ II
7)Upon approval to backfill,carefully backfill with native I I I
soils over top of tank. i i
I
8)Final grade the surface to avoid chanelling surface 1 TRASH CHAMBER DIGESTER 1 I CLABLE(Fx
water toward tank. L _ J L
J L---_1
BNR 600 TOP VIEW
NO SCALE \.\\\�\
;iqc; R"4::,: AEROBIC TR
EATMENT TANK DETAIL FOR
,:, ,. ��� , ��, _. Nu WA TER BNR-600 TREA TMENT UNIT
\,�;_ "`' ENVIRO-FLO, INC. +UPDATED:
>,s'.,.. Wastewater Treatment Technologies 3/14/18
"�T P.O. BOX 321161, Flow
:�.3 ood, MS 39232
_.-_. (877) 836-8476 (601)845-4716 fax SCALE:
www.enviro-flo.net NONE
Headworks: HWN-.7-RF
• 3/" Arkal disc filter, mesh, 130 micron
• 3/" Arad flow meter
• Three oil filled pressure gauges
• 5 Netafim normally closed throttling solenoid valves
OSCAR-II Parts list. ,-- oi I Pit:P
Each OSCAR-II unit will include: Mks - Ay toka
• LF1P-RF-BLWRR control panel 4c04/, �Jr 20
• 1/• 12 hp, 30 gpm Lowridge Onsite Technologies Ye414ONM 23
OS-50 or OS-100 Coils0 —1mp Je� ��TAIyFAITy
• PVC fittings and drip tubing adapters �`�K--
• HWN-.7-RF automatic headworks
• Solid '/ " poly tubing for connections to .7.7.1 lc) .7
• 2 float switches
OSCAR-Il coil Connections ��k
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LICENSED DESIGNER
Manifolds and supply lines are 1" Sch 40 PVC Lk'ik:: 0510
VA. .
15
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PPRO
HEALTH
VE . �
MAY 0 5 2023 ,��
MASON COUNTY EN
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LICENSED DESIGNER
���Z 1
f_%:Mitt$ U.' 10,
1
F=L(Q/K0)^1.85
F=friction loss through pipe I feet of head
L=length of supply line in feet
Q=Flush GPM
K=47.8 (1'SCHEDULE 40)
LENGTH 213 133+80
Q FLUSH GPM 12
K (1" SCHEDULEN 40) 47.8
FRICTION LOSS 16.5167
TOTAL HEAD
FRICTION LOSS 16.5167
ELEVATION FROM PUMP
TANK TO OSCAR 5
TOTAL HEAD 21.5167 <50 EXCESS TDH
GMP DISCHARGE AT DF
EMITTER GPH 0.42
MINUTES PER HOUR 60
# EMITTERS 50
#COILS 12 40p Ro
0 GPM PER COIL 0.35
GPM PER TOTAL COILS 0.005833 /44 Mq y o
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GPM PER COIL
COILS 6
SECONDS IN MINUTES 60
SECONDS ON 22
GALLONS PER DOSE 1.54
TIMER SETTING
TIMER SETTINGS GPD 450
GP DOSE 1.54
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DOSES PER DAY 360 tc
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APPROX. WEIGHT 12,000 L3S.
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Installation Notes ,L1q MAY 05 2023
Nuwater BNR600 to an Oscar Distribution NeptrNTyfNV1R0NMf
Jaw N"L ysic rH
3571 SE Lynch Road 31902-31-00060
1. The existing residence has a failing drainfield. They had a graywater system and a
blackwater system. The new system will be serving the the existing residence and
the barn which the owner wants to convert to living area. There will be a two
bedrooms for the converted barn and three bedrooms for the existing residence. .
2. Oscar drainfield: ASTM C-33 sand media as per Washington Department of
Health's Recommended Standards and Guidance for Intermittent Sand Filter.
3. Order NuWater-o kit that does not come with control panel, control panel comes
with Oscar Kit to serve both the NuWater and the Oscar
4. The prepared site plan is not a survey. It's the owner's responsibility to verify property
lines, utility lines (water, sewer, power, phone and gas) prior to installation.
5. Minimum of 6" of sand throughout out the lateral area, must be level.
6. Septic,trash, nuwater and pump tanks must be concrete
7. The tanks may be moved as necessary to accommodate building requirements. Septic
tank location must meet all required setbacks.
8. Keep wheeled vehicles off the drainfield area before, during and after installation.
Tracked equipment only,
9. All ground, surface water and roof drains must be diverted away from the septic tanks
and drainfield. Ensure the final grade slopes away from these areas and water doesn't
collect on or around them. Use swales, berms, catch basin and tight lines, curtain drains,
etc. to divert all waters.
10. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the
drainfield
11. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the
drainfield.
12. Install access risers on the septic tanks, valve box and ends of laterals.
13. Make sure septic tank risers are epoxied or caulked to cast in riser rings on tank.
14. Lids must form a water and gas tight seal with the access risers
15. Install effluent filter specified in this design at the septic tank outlet.
16. This system must be installed by a Mason County Certified installer.
17. Deviation from this design without prior approval from the designer and Mason County
Health Department will make this design null and void.
18. This design was sized per Washington Administrative CodeWAC246-272A-0230. The
operating capacity is based on 45 gallons per day per capita with two persons per
bedroom. The minimum design flow per bedroom per day is the operating capacity of
ninety gallons multiplied by 1.33. This results in a minimum design flo one hundred
twenty gallons per day. This creates a surge factor of 33% but antici a ow is ninety
gallons per bedroom per day.
19. Install laterals with contour of the ground n
20. Install locator tape on top of all drainfield laterals. �Q,L_,:ti wry?
io is A
0 JOY E WAITE
LICENSED DESIGNER
System Owner Responsibilities:
1. Operation and Maintenance is required by Washington State Department of Health and
Mason County Health Department.
2. The septic tank and pump tank should be pumped every three to five years or as
needed.
3. System owners are responsible for having maintenance performed annually.
4. System owners are responsible for responding to septic issues in a timely manner.
5. System owners shall not at any time change or alter settings in the control box.
6. System owner agrees to read and abide by information regarding their system in the
User Manual provided by Mason County Public Health.
7. Keep the flow of sewage at or below the approved design operating capacity.
8. Keep waste strength at residential waste strength parameters.
9. Spread loads of laundry through the week.
10. Do not use excessive bleach or detergents with added whiteners.
11. Do not shower, do laundry and dishwasher at the same time
12. Antibiotics can kill or impair the biological process in the septic tank.
13. Leaky plumbing can hydraulic overload your on-site septic system.
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