HomeMy WebLinkAboutSWG2026-00150 - SWG Application / Design - 5/20/2026 MASON COUNTY "5N6THELTON 0427-9N ,EXT 400
SHELTON 360-95-44 360-2754467 EXT 400
BELFAIR'. 69,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX 360127-7787
On-Site Sewage System Permit: SWG2026-00150 Cpl
APPLICANT STEVENS SHAWN & NANCY Phone. 206-856-3608
Address. 41 E ELY PL ALLYN, WA 98524
OWNER STEVENS SHAWN & NANCY Phone: 206-B56-3608
Address: 41 E ELY PL ALLYN, WA 98524
SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
SEPTIC INSTALLER RICHARD MOORE* Phone: 360-509-1342- Rich
Address: PO BOX 963 BELFAIR,WA 98528
Site Address: 18480 E STATE ROUTE 106
Primary Parcel Number: 222014400000
Permit Description: New 2bd ADU Nuwater to subsurface drip
Permit Submitted Date: 05/1412026
Permit Issued Date: 0711712026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $740.00 (oddaenaI saes may be required upon installation or sysleml.
Permit Expiration Date: 05120/2029 (based on date of Inspection)
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 Drainfield 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 DES.
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.govlhealth/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
MASON COUNTY 4,E N6 SHETON:360ELTO70 EST 400
SHELTON:360-2754467 EXT 400
BELFAIR.360-275-44fi7,EXT 400
Public Health & Human Services ELMA.360482-526&EXT400
FAX'.360-427-778/
8 Not approved as an ADU this was approved as storage by BLD2024-00170. Need an ADU
permit and need to contact the building department
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF 055.
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.govlhealth/environmental/onsitetoss-inspection-request.php or call:
360-427-9670, extension 400.
FILIA!USE ONLY
MASON COUNTY 6` Hlaoa
< Eoa<
m
Public Health & Human Services ≤ N
En,irOnmer.t !Health 3O427- é7E3,ext. 0.7r 3e -175-4467 ext-400 -
4.15 N.6th S'''et 4el.a,,\ts 985. SWG 2oa� -
ON-SITE SEWAGE SYSTEM APPLICATION m
APLIcANT (206) 856-3608 Z
Shawn & Nancy Stevens 3
.G:R _ 5 CE2?CGY- Renton, WA 98059
146199 - 205th Ave SE
SCE SDDRESS-G-R ET Cry ZPGoj= ,= Belfair, WA 98528 ("
18480 E State Route 106 r,
^vF De$GNER '',
360 898-2255
Arrow Septic Designs, Inc Lq ( ) N
South Shore Construction (360) 509-1342 I 0
REOdCE
PER'X T' : 1 .r:eO TE ND1Vlo 4_ ELL AYL PR'.VATE TWO-PARK NL-1 Z
R 3 NTALOSS Fj.AVMDN O ECOMVERC PR O33 PL RSYE. L•
JKM1 WCONSTRUCTION LPGRAD S a.REPn,R IREPL EVE Te' 5 SEWAGE
a-r ❑ TP L X3
❑ SURFACING G ❑ EXIST NG FAILURE 1 SF P 'AE O I a
sl2UTT. SEA\ µ CRER_DAFT R C CO '
p p I
SIGN FORM(REQUIRED) ML EP--D DESIGN(R OII RED) dED OUI - 5'
1,54 ac I ❑ YES Q NO
r"j,JAIVE4f5)('.FAPP...,..BL=_)
- V'JN6TO SREFND eTE G'M1'JTIOnS MI ICWl'—)
From downtown Shelton, take SR Hwy 3 toward Belfair, turn (L) onto E State Route 106,
Ic
Driveway to property is on non-water side, turn (L) at shared driveway at house#18530, 0 0
follow sign to 18480 through gate with loop driveway. I I 0
SITEM✓STBEFLAGsEO FR OM MAIN ROFOANO TEST HOLES MUSTOE RAGGD'MTR TEST HOLE NIIMBER5. I O
GFEICAL USE ONLY BELOW T41S LINE
A.WRE SOURCE , pL' QSe.I
PJ NT ❑pTHC,R-
Li VOLUNTARY ❑MA. r NANc__,aLMP:NS ❑emLD,mc PERMIT ❑HOME SAL ❑cG
e..�sF_cnano�.
SFEeeRSGILLGcs "" pp '.
r',, %t CVwf goL'c ,
i ,EGOS RA* GA,O METAL AT,S.zEPDR
SOILCO Es.
V VCEY G-GRRVELLY E=SM'D L- OAV 6,=5C C GL' X'REU R=ROOi5 �' P RGJ 'SSJ�3Y DATE
Irv6?EC-ORSIGVAlVR2 OFE .nPPLI CAILO'SYPIRPT'D6^.�TE^ � II-1 ��
0 Z
THIS FORM MAY B SCANNED AND AVAILABLE FOR PUBLIC NEW ON THE MASON COUNTY WE851TE
Revises:4/1412D25
YN
DESIGN FORN1—PAGE ONE Assess:r s Parcel Numh�. 2 2 2 0 1 - 4 4 - 0 0 0 0 0
A de n will be re'ie ed when 3 co ies of each of the following are submitted:
q Comp ete l design form that has ben signed and da vi. 'Scaled layout sketch. inclt:dIng ataN atpI icahe itcins on check!ist.
Scoled plot pian,including all applicable items on c heckllst. ' Cross-section section sketch.in dud rig all applicable items on cliecklisL
This form may be scanned and available for public view on the Mason County Web site. 14axrmum(goal see L 1I'
p„ARCEE IDETt`1TE7CA"RON
2026-00150 Dcsi ner ,\'amr. Arrow Septic Desyns, Inq _
Perron Number Shy 360 898-2255
ShawnBNancy Stevens D.=ine PhoneAorhrn ( ) —
Applicant's Name _ 171 E Vuecnest Dr ,
14819.205th Ave SE Dasuncr s �dcresn-
\itrl�ptnep Address- --- -- Union
WA 98592
2-VrA R2rtcq WA 98059 City Sur , Zip - —
� � Desi he E„ail paulal@hctc.COM
XM,1�• Gp Slate 71p
_ pESWN PAVAVfETERS
Treatment Device
❑C.aruor O Sand Nilter ❑M. a ❑ Sand Lined D,timJd ❑ i .' Igi ¢v @, �N Niwater eaesoc L]Othe-
Treatment Level tchck all thatapc) A] 1B ❑C ❑ RII Iii _g %7 Bt 57P, R
Draintield Type
❑Graiuv Pressure
❑ Trench ❑ Bed kf Sub Surface Drip
Septic Tanl:/Draintield Specifications
ats
Number of Bedrooms 2 Schedule/C
Netafim Drip
Daily Flow: Operating Capacity /
180 gpd JLength 30 x 4=120 ft
Daily Flow:Deign Flow
240 gpd Diameter .66 in
Gp 4
Septic Tank Capacity(workinq) NuWaterBNR-500 gal Number nn
5 Separation I Lp q-1 _, 1.5 ft
Receiving Soil Type l Ifi) �l —p
.4 gpd'fta 0 -. 0 flees
Receiving Soil App!, Rate 480
Required Primary' -Lrca 720 II' Term Cum r ��
Designed Primary Area
720 ft1 Dianr_ter 42 gel/hr emitter 'm
Designed Resent Area
960 ft' V Spacing 12 in
TrenchBed Width 30 ft Manifold
TrcnchBad Length
24 ft Schedule Class 40
Len th header ft
Elevation Measurements g
Original DrninPeid Area Slope
18 % Diameter 1 in
mew Slope. If Aitemd 18 eo Preferredmenifold configuration used.' 59Yes 0
Depth of Excavarion Un-s'.^:; 6-12 in j Transport Pipe
from Original Grade p,,,.n-Agoa 6-12 in Sehrduir•Cless 40
Designed Veaioal Separation
18+ in Length 220 ft
Glavd-based Dra'mfield Required': C Yes No
Diameter 1 in
Pump Required? Yes ❑A0 Dosing and Pump Chamber
12
Pump/Siphon Specifications Number of dosestday 20 gal
Duff.is Elevation Benvem Pump& Uppemtost OhLicz 5R Dose quantit)
-- Chamber Capacity (flood) 1,000 gal
Uppecod Squirt e C Height Selected Residual,ath (head) Pump cono'ols' Picase check those requued-
CapartnostOToticeOHUeD Lower than Pump Shutoff ❑J vent Counter
I�Timer ❑ Es1'apse Meter Capacity d Total rPessSR add 9-8 VIL 5.95min ,Pump off 1.9hr
Calculated Total Pressure Head 143.7 (; If Timer: Pump on �P
Commenu APPROVED
I I
Revised'.414.-s01c
. t.`
DESIGNFORM—PACETWO Assessors ParcelNumber: 2 2 2 0 1 - 4 4 -- 0 0 0 0 0
Permit Number: SWG 2026-00150
DESIGN CHECKLISTS
ri �
Plan Scaled Layout Sketch Cross-Section Sketch
locations [Z Diainfleld orientation and layout Reference depth from original grade:
EK Trench,ibed dimensions and 119 Septic tanklinescritical distances within layout [� Drainfteld cover
and proposed ellsD-I3ox/Valve box locations Reference depth from original gradew
0 fl orproperty Ed Septic tanapun p chamber and restrictive strata:
locations LaternL',trenched,top and
surfacwater
to cuts.banks,and - bottom
surface water and critical areas 9 Observation port location
❑ Curtain drain collector
❑ Location and and
a b of fd Manifold n ❑ Sand augmentation
curlein drain and all absorption [� Manifold placement
component 9 Orifice placement Other cross-section detail:
96 Location and dimension of 56 Observation penslelcan-outs
� Lateral placement wish distance
primaq system and reserve area to edge of bed Other Information
4) Buildings C9 Audible/visual alarm referenced Yes No
Ed Direction of slope indicator (g Scale of drawing shown on scale L' ❑ Design staked out
91 Waterlines bar ❑ Rf Recorded Notices attached
0 1 Waiver(s)attached
Roads,easements. driveways, Elevation benchmark and relative I ❑ Pump curve attached
parking elevations of system components ❑ g Evaluation of failure
Z North arro' and scale drawing
shown on scale bar Non-residential justification
cation
❑ I�Waste strength
❑ E6 Flow
DE -..L
The undersigned designer must be notified by in amt n- on Yes ❑ No
PAULA JOY JOHNSON `� l� _ tp
signature p =.1��Ss_SS1� Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state end local on-site regulations:
.Environmental I lealth Specs List Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER TAE FOLLOWING CONDITION:
✓ The design is stamped "Approved" by Mason Cowry Public Health. - h0 ci
✓ 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. Raised:4/1 4/2025
ZO�k�
so 4O
Pje FPn& . u k y ;2
a�-• /,/ r0
rox :,
fr v -
$
Efl
4r«:
4- inn � � z3tAS/ _- K 6 ' -® S:Ls
C .�QYs $j'
� Y`r �-t l�V Fpy
atT /
k1¢UV � •le9.zu.7b�
= Test- E-Eol.i W t S s' . w y :%
#1:0-38'S:Ly CaY L bam.&Roos;Type 5) I//l
• 36*Compact
2:Smarto THe1
3: -36'3x-Cy•_am^ype4; APPROVED
3o'�eaNr22d i -'YA`l�
#4:0.24 Loamy Very Fne Sant&Rboh7ype5; I �
' 12 2026 •
24'-Mot ec 05 Sr �
µ �F _'��• tl rnuu or ,oHsory 3y
'+1 SI:y C_yL ye .) . .IC E0 L1slba%a J
214_"OravaY e -c sand 7yce-1 `(ET •
41^.MC^.!2c 1—(y-'UO
a 3 0�kS
LmaE u
E S o Unn sE
s" ; 8
aEEsLL ufl
C e s sE 3 € EgE _ os s
a ; 9 us wfaaE - EEm' Sa cEd
_
.Eom
E= E "_
wn'
o � E' e
�� E - iI'''
i $ 9 !!t
$ '� 5 x�
_ Fs= y -
E
_ -
cE
EU
Elm
c
as E f
1111111! N
C
C '9
�i•Pm c � A1 1 1 \® tlLa �d a '
9EE ,
d
JUL 17
Lp?o
� An
H.�. C4LT-I
o -
m
C
C i$
Ei-
EQ
jig
- - Z
-�E'
E
" E �
z . ,
v vE 'e o z
llhI ilh"ok_o
e < - .� ' v�u A or Jonn'scN S"
1 - 4,MK�SK"L`ESiC;N�p �iti
Subsurface Drip System Calculations&Specifications
Shawn&Nancy Stevens
Parcel#22201-44-00000
18480 E State Route 106
Belfair,WA 98528
Number of Bedrooms 2.00 Length of Supply Lines
Operating Flow
180.00 From Header(loop system)
Design Flow 24000 at# ft. 2
Soil Type 5.00 1 supply 10
Soil Ap. Rate Required 040 2 supply0
Soil Ap. Rate Used 0.40 3 supply 1 18
Required Square Footage 720.00 4 supply
Designed Square Footage 720.00
Lateral Length (looped) 120.00 ft.
Number of Laterals (looped) 4.00 ea
Dripline Spacing 1.50 ft. 1 return 10
Emitter Spacing 1.00 ft. 2 return 18
3 return 26
Dripline Length Required 480.00 Lf. 4 return 34
Dripllne Length Designed 480.00 If.
Emitters Required 480.00 ea.
Emitters Designed 480.00 ea.
Lat total 144
Header 6
Transport 220
Emitter Flow Rate 0.42 gal/hr each emitter Return 220
Design Flow Rate(#emitters x .42) 201.60 gal/hr. Total 590
Flow Rate(gal/hr/60 min) 3.36 gpm
Minimum Doses/Day 12.00
On Time(total per day) 71.43 min/day
On Time(per Dose) 5.95 min/dose
Off Time between doses 1.90 hours
APPROVED
JUL17 2026 A,
YCCN c:
kr.)
IF
y ba,
PAULA Jpr JOINOII
(i
TJ�
QSSoç-Y
Subsurface Drip Looped Distribution Drainfield with Supply&Return Manifolds
f��
t% Ua _ .C 4'cRva.l See 8ei�-l�
LI/ ��{v-���-.�ceS�`L•,-�M-es�- f'�,.,1-C 11 �oX�
, b mo'' d.&4
11 ti` cv
dr k4e s 24 ! �aae° 9
a go I
Stwaz= t = to
CD:�rxcri.^oti
S to fS 2.O
APPROVED
JUL 172026
u',S0N C:J ` E'114:ti4E',T4 HEALTH
KE
Notes:
• !rxnU Diiper!ines as level Cs possible er,oss the contourg ade
• Divert all surface water away from the lain,e!d area 41
• 4rNacuum.Relief vah'es are m be trUed at highest pcint in dreine!d r
4. J.
�' PAULA JOY JO ry N SOH
Ic�usrun'€srr:hart
S bs ��sy�- aea s�aa�a�and cruia2
Effecn Dffi Iul} 1 ?007
Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds
DRA1NFiELD SECTION
Dom. 6 ru ro mar<nm"1 TOP OF SLOPE .mfi ws me
emu. 111 uIffi
Ev v.,..
Fes - - _ " .' -
-
yr we v+'•
_ _ _
:nasal I:T: : '
�lS'RAAi 1i'PiPFR - \ ± .u_c•.x — ,
'S6 Rix 0.61 GM Er4caeE
^ a-n 7STRB"T ION REyp
y D T.S
IDLES
7 wsrus OFNFEff vas (as cis AS FOS5 .E) LEVt wrM auA cosrEwas-
27 n4fut ems aR s ws It x+RE 5EORY wires RUNar
ctS- tS 9 'Is t
APPROVED
;UL 17 2026
MASON C:11, nu=,, . C1.1L
DOH Publication'1337-015 P C
page 37 0552
1OkV
alt
C ,
ITTfl use.: i a
5.8 - j
Sb1C9amfadcaa�
9512
S I� =tom i
't j iitr
i Ne1a£m Tech Filter Charts. ��i/%%iijj/
I F""Fitld
/ / . .: e c
...' r/ ,�,-ice. /i_— r-31satsrrr�.,p;'� /-->_.�
K Jt Roe Pin :
% ; ; �' is
HD Fowler Coaaauoas;lush Headwox$s
The main components of the headwo>3rs are:(9^; / �y
1"TechF7tc APP" f±OdPD
. Three pr Sire gZug�
UL 17 2C26
•Y. 5C c:•• : J;4r" HEA.iri 3
RE
1Yip�e� JaN 1,�
Fegare 7. Air/Vacuum Relief Valve m Valve Boa with Gravy Same
ac
�oereax '' it
i, � nuasawwe&
- fliT
sweo�wie;n+; � uiaw.4
PCIflHCRflE --
spa j,
APPROVED
JUL 1 7 2026
L"�
DOH Publication#337-015 Page 39 of 52
H D Fowler Company
Quality perfor►nance, Long-Life and
Reliable Onsite Effluent Control
Applications• :
Onsite wastewater drip dispersal systems
• Reuse appiidedons including municipa!Y
treated effluent designated tar',rogation ana
other disinfected ar.d rc disi^.'.ems ed water
sources
• in a Ueatnen sysetn such as an
intermittent sand`herror mound system.
• Rentals✓harvesting systems
• Greywater systems
• Wherever affective removal of debds i5
regtired
• ly.'Jlcal!Y installed down
ea.T of rreati,e^.t
process when used with once effluent
• Can be used with domes*c see..^.gtn septo
tank effluent wan proper design and The PUHEADWORKS4 Comes
opereton Standard in a 24"Riser
Features &Benefits:
• Cordnuous forward flushing of drippedine keeps Ping networks clear of debris
• Ready=to-insrall for ease of insta!atc^
• Comes standard in a 24"riser
• Simply attach system piping to headwc!ks
• Can be used with demand or tmet dosing
• No eiectdtai components to woe
• Compact sae fits in 24 riser
• Centralized manual controls make flow ser_nne easy
• Manual flow conimi of flush ng ve!oc:^.y allows for infirtte seunc cor^o!
• A!:components early accessible for easy maintenance
• Union fltngs for easy assemb'ry and disassembly of c^..ponen+s
• Filter:
• Highly e*;ectve mut<pie disc ring design captures and Nods more debris Esarr screen itfets
• Low friction loss keeps system costs down
• Rings are easily removed for fast leaning without the need for soubbing
• Greater holding capacity of the rings vs.screen i!ters mean less freeuent ceaning
• Color-coded disc rings make ider.t'fi on of.mesh ratng fast and easy
• Filter nog sets are easily replaced to meet system mesh/mu o.^;ecuiremer• S
Filter se wn be!r eased•.o •• Loos wf-o-repu..•bmg
• Water McWr'
• Designed for reclaimed water for long ifs
• Easy to read dial
APPROVED
JUL
JU
Y �ryr Fi ' t',1. . `ii ' i..�. �..LiH
Specifications:
• Fier
• Mesh: 120 mes^(130 minor.)
• Fitter Body and Cover.R&nforoed ?o yam de
• Disc Rings: PolvpropYlene
• 0-Rings and Seals: Ne&22DM
• Clamps,Spring and Botts:Stainless Steel
• TemPa2twe Range:40°-160°F(40`-?0'C)
• Maxirnuni pressure: 140 Pal (9.65 bar)
• Meter.
• •/. X W Qrasa
Analog dial
• Gauges:
• 0.10C psi range (0-6.9 bar)
• 2-W,^s Yoe..^:r flied Wik pressure gauges
0 liters<miou-a)
• Flow Range:2-20 G. N i'.6-76• Maximum Pressure: 6C psi(4.1 bar)
• Len5:24' (61 om)
• Wdt.:24'(61
• Depth: 13 (33 cm.)
• inlet i Owtet Pipe&Diarne.tC 1'5:h40 PVC
Application Recommendations• :
Wnerever autOmatiC flushing of a drip nerwork;s desired
• .4.v domestic or commemia:applicafon
Ordering Information:
Model Number Description Flow Range
PUNEADWORK54 Cond^uous Flush Heedwo.^a 2-20 GPM
sot,
Corporate Headquarters
3;40 S.= 30th S_ee:
3e levee,WA 98005
2cOcc. (525 9468000
APP ROVC n ___ a CO'
Jul_ 171r;g
,,fir
Netafim Drip/Micro Irrigation Solutions
Wastewater Division
Bioline® Pressure Compensating Dripline Technical
Specifications
• Dripper flow rates:0.4 0.6 or 0.9 GPH
• Dripper spacings: 12 18" or 24" dripper spacings and blank tubing
• Pressure compensation range: 7 to 58 psi(stainiess steel clamps recommended above 50 psi)
• Maximum recommended system pressure: 50 psi
• Tubing diameter: 0.66" OD, 0.56"ID
• Tubing color: Purple color indicates non-notable
• Coil lengths: 500' or 1,000' (Blank tubing in 250')
• Recommended filtration: 120 mesh
• Bending radius: %'• Lti ist APPROVED
resant
• Tubing material: Linear low-density polyethylene
JUL 172326
RET
EXPLODED VIEW OF BIOUNE DRIPPER
Bottom View Top View
Large inlet fiitratior area
bottom of d,ippe ; Dripper Outlet
-- ireo of dripper)
?hysica barrier separates eroher
water leaves the dripper from
chem:cei-resistan, where it':eves the tubing.
molded silicon —
diaphraam
Qripper's Top View
"ep c° dri.op ;fumed overt
urboR'et wide
*6+v path
hYplN`nnv(..�mfirasa.ur-N+aY.twaQa/Ya". .tid.r �iyc-iirasc^. !/o
DRIPPER FLOW RATE VS. PRESSURE
ae — tt
F
s 8.6
f
PRESSURE(psi!
Bzttivaeniend:+ ,thedripper ardcnsasa
r;7hulentfcW e1nruer,ensiI&d'that the nefniral
design lotr snot exceeded at slater start-u .
Bioline Dripper Operation
Bioline dripline drippers are pressure compensating- delivering'the water uniformly into the soil for
further treatment or for reuse by the landscape. These unique drippers allow the tubing to be installed on
flat topography or steep slopes.
Bioline drippers are protected against microbial slime. Each dripper is impregnated with an antimicrobial
agent to resist biological build-up.
Netafim drippers are continuously self-cleaning during operation,not just at the beginning and end of a
cycle. The result is dependable, clog-free operation, year after year.
PPR(�e;,l4 c lI
JOE 1 7 2026
c'� -
taR 1 3 O t$
au � �
o!nt FRfCRN.VICE`.��'R'h _ E P'JM�FER 9 VE CURJ`c
10 GT.1
s-ce
t fe•xRD5�GE 1/- PT D!"aCPA,RGE
VV
�" a¢ I' SIT
.x-i sv rl•-.
,Fi � s'a
� a ,I
i�
a
1_i ' ,i
� e ,rte I II
�I x�
I -
III Yi'ac S .e ] e do Tom, C _ '34 4
aCAk5 H'i 1& P„M-PPERFORMANCE CURV
E
.nx ti ✓once r ,x ,zg 3 3.5 GPM
3c11Nb e - 20 _ 7NPTOIS ARGE e—® � cc*;!
"e
r >" xz-ss
sxr-ms 1¢ zc
eJLU:. 3,4 230 GC v 2S115' -1
_____ 2.3 Sc 9 -
1 , = es-wG
Pan Nn fp YS35 Z
23'D316
`VC _: JJ ASJ oIS
]Y!� `J26e SS s C V -iO2Ve1'-J'12 ICI
i - S72 OL HIPIPEced sts
U
>2ii.TStl 3k 3i 1 EJ '_.1'. rc ,
is : Te3'TcaL Seteic , - ., e] s,
it 50331 .'%16 142 ZC = gi,C P : ",. C M
FLOW PER UTh
ALL SHELLER ONSJTE MEODUCf MUST SE NSTALLEO IN ACCORDANCE vn TX PLUMS NC AND XFA LTX DPARTMERTCODC5.
Distributed By: A P PR
i
72° 0 � PUMPED.
r F 1-800-928-PUMP
vh'nv.zoelleccom
C�yight 2007 Zoeller Co..4i tights served.
4.2
Lt vr:aa*atl
rc
FYRL
L
SCglRlG �I
a ti®lRBt R 6 —
0.CLO CC^66YL'fS P1YJJ.^h*OT BS CA'3L'6 ! 101GLfY6
t
vAWBbT/KcwN:. I d
H:. LH , nwet
OR CQPIiRW5tD
Ov3i STON"'-�.
96iAi.LA17C7(IISIINCII0IB
t)F tathpe Ydlmfca1waA4 b t b t tagat
Wt ' Sç esfaH3a`zrtpY 49+:81e+e -
alhuW likin t8Y9'QhrJe.f9.�38 t it w}Q s�s —_ _
aA edl4 �x�sf„A 'ea9weea� � �
a)name-s SnB,+�•�.an.dameswn act
9r+wa(mMaetfeea'm'ge e9ngeafCaq. i
5)tnar wwawpwm Sa6s ramsto aa�eia wx, cr
wY9yepf9l9iw.
Bj Po,a paaaesieaaaax CareaeSaRxe H _��_______-!_ J
wa9iwsetaR. _____ —
T9v�
r-zee
___ AEROBIC TREATMENT TANK DETAIL FOR
efl NuWATER BNR-500 TREATMENT-UNIT
ENVIRO-FLO, INC. 3101/12
W & e.roXSV1 w9bnat d,AdSW a
S BGrs2'1f8f,Fiowtva.M539232
(aril wsane twt)sesanssa: 1w= 1.4 ft.
Watef
N
zL
� I
t i
PARTS LIST NuWater NR Assembfy blame
A XML POF TA6tAiDR M FTDIFFJ5E Ba4 R'
aarw6rwcLa SZ RrwV(5 C IOI)
D!X"X 1rrcTADaPT P.±a a.g PVC_"_N�^i'��
E r5l,!$Tz,?1VIetH6aC+W ¢,?PAC PRE f4f PtS.a11HL L
tree aeowta z.-vc Ffl Sr wLL3c
G,'x x,67
r.rxraAlY1G j.sa5iR₹ x!rs r�!9i i9
SSY...VfYT V,6 PVCmwl�Zm
K r PK- wz-o,ua +Sts" v
r CDwl@t(g VWALLM
Revised 2/75/12
A� PrV;L) VT
Ui 1 7 2u%u
MA O . • P,,. i kE JF, -ULLt
wT
SECWI®t WITN OASTIOMT SEAL TiuIEADED UNION
al'DIAfEM
ACQHS RISER
FARW GRAM VALVE'
FiIOVI SEFTIC -P TO ORASb7BD
TARK
I �
F36i0(3/LYSTORADE ' I ANTI aA+xaF
I $ TER AI LEVEL . J tt � VALVEA
�
NORMALTISBt OFFLEVEL' VFOFSCDFO VOLOE FLOA
FOR FLOAT
EKDLOm Ptw DOS
SEDR6frSNRODD' �jti - .ONECKVALVE'
vwr
'ASNEEDED
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.
wAliPthadotl#337422 PAge35of65 7
11 oFl �
a ctw Septic Y7eeigav5
NuWater B'-vR Pretreatment
INSTALLATION&NIALN'fENANCE
Subsurface Drip Distribution Systems
I. Install subsurface drip tubing level with contour of the ground.
2. Install drainfield during dry weather and soil conditions; any soil smearing must be
eliminated by hand raking.
3. Install audio/visual high-water level alarm- Redundant off switch not required.
4. Install vacuum relief valve on both the supply and return header manifolds. These must
be installed at the high point in the distribution field and include a gravel sump.
5. Supply and return header manifolds and feeder lines should be installed at a higher
elevation than drip tubing, or an earth damn should be created to prevent drainback.
6. Tanks must have risers to the surface as required by Mason County to ensure easy access
for fature operation and maintenance.
7. Supply and Return Header Manifolds,Headworks and vacuum relief valves must be in
boxes accessible from the surface for fature operation and maintenance.
8. Ensure 6"minimum cover over the drip irrigation tubing.
9. Install return line from headworks back into the pump chamber.
10. Encase all water lines within 10' of drainfield and under any driveway./parking areas.
11. Divert all storm water runoff and house downspouts away from on-site sewage system.
12.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge
of the drainfield and reserve area.
13.No vehicular nafc over drainfield area-
14.Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed.
15. All materials and workmanship must meet County and State regulations.
16. Deviation from this design without prior approval from the Designer and Mason County
Environmental Health Department will make this design null and void.
17. All manhole lids and access, sampling or inspection ports must have locking covers and
be located at ground level.
18.911 transport lines under driveways or parking areas must be encased to prevent crushing.
19. Homeowner is responsible for all property lines.
20. The preferable cover planting for subsurface drip is turf or g-ass. The homeowner should
ensure no roto-tilling or digging in the area of the drip field to prevent damage to the drip
tubing. Also, invasive plant species should not be allowed.
21.Note to installer: The voltage of the NuWater Panel is to match the voltage of the pump.
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
APPROVED , '
to
?� 6
' PAULA JOY.,L)HNsot
� IC@71SEt37�°� :Ft {j