HomeMy WebLinkAboutSWG2026-00146 - SWG Application / Design - 5/12/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, 98584
• SHELTON:360-427-967967 0,,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: SWG2026-00146
APPLICANT Acme Septic Design Phone: 3606988488
Address: P.O. Box 2954 Silverdale, WA 893
OWNER RAMSEY ROBERT V&MIROSLAVA Phone:
Address: 31 NE LAKEWAY DR N BELFAIR, WA 98528-8725
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE,WA 98383
Site Address: 640 NE Dewatto Hills Rd
Primary Parcel Number: 223187500070
Permit Description: New 3-bedroom NuWater BNR500 ATU with subsurface drip
drainfield
Permit Submitted Date: 05/12/2026
Permit Issued Date: 05/21/2026
Issued By: David Anderson
Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/20/2029 (based on date of inspection)
Permit Conditions:
I 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.
8 A geological assessment will be required with any building permits.
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.
OFFICIAL USE ONLY
ii MASON COUNTY DATERECENED: o6/1C9 oa6
Cn
AMOUNT RECEN RKENED BY:
Public Health & Human Services v N
Environmental Health 360-427-9670,ext.400 or 360.275-4467,ext.400
415 N.6th Street-Shelton,WA 98584 S W G b .(p _ 1 I/ f O
`lam ��J �-t Z cn
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m m
Robert Ramsey c
MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE
31 NE Lakeway Dr ® Belfair WA , 98528 M
SITE ADDRESS-STREET,CITY,ZIP CODE c-
640 NE Dewatto Hills Rd Tahuya . WA 98588 N
NAME OF DESIGNER PHONE I N
Rod Left L 360-698-8488
NAME OF INSTALLER PHONE I W
m �
PERMIT TYPE(select one) DRINKING WATER SOURCE®RESIDENTIAL OSS COMMUNITY OSS IICOMMERCIAL OSS El PRIVATE INDIVIDUAL WELL O1 PRIVATE TWO-PARTY WELL Z
TYPE OF VR RK(select one) MI PUBLIC WATER SYSTEM t
NEW CONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I I y
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE
®DESIGNFORM(REQUIRED) 9SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4/1@0257 I x.31
ö1WAIVER(S)(IFAPPLICABLE) 3 5.99 ❑ YES Q NO 0 r0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
S Loci. . �1.EP�SE c�uL�'ecoo9otuP1
I
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I CD
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
Tll :o -lr c- cL (TyPe ()
files+ a+ 1.34 1-r lft (Comp
Tttl: 0 -Lgtt 45
4Sf a f Z " ',-t nwl- 4 (cm Q.
P45+ q+ ?2..h
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL.
INSP R SIGNATURE DATE APPLICATION EXPIRATION DATE APP C ION APPROVED/ISSUED BY DATE
/ThoiS Z0 S z�
T IS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 3 1 81 i 7 5101 010171 0
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 paper size: 11"117"
Permit Number: SWG 7O76—00(Ys Designer's Name: Rod Left
Applicant's Name: Robert Ramsey Designer's Phone Number: 360-698-8488
Mailing Address: 31 NE Lakeway Dr Designer's Address: PO Box 2954
Belfair WA 98528 City State Zip Silverdale WA 98383
City State Zip Designer's Email Info@acmeseptic.com
�` il- .' '� ., ga. s .^F 1•V 5 -. f-B -..mr.�' .c _ _ w7. ..;n`Ks.
Treatment Device
❑Glendon ❑Sand Filter ❑Mound ❑Sand Lined Dram eld ❑Recirculating Filter il IiATU NuWater ❑Other
Treatment Level(check all that apply): ❑A t�B 7 ❑BL1 i BL2 NJ BL3 6 'E CIN
Drainfield Type
❑Gravity ❑Pressure .O Trench D Bed 'Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class Netafim
Daily Flow:Operating Capacity a1O gpd Length 450 ft
Daily Flow:Design Flow 360 gpd Diameter ` in
Septic Tank Capacity(working) !'J 1 11 gal Number 7
Receiving Soil Type(1-6) 4 Separation i,__ ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area f11)6- ft2 Total Number of Orifices 450
Designed Primary Area O,5 _ ft2 Diameter 0.62 in
Designed Reserve Area _ // _ ft2 Spacing 12 in
Trench/Bed Width 3" ft Manifold
Trench/Bed Length 450 ft Schedule/Class Headworks
Elevation Measurements Length ft
Original Drainfield Area Slope 20-25 % Diameter in
New Slope,If Altered 20-25 % Preferred manifold configuration used? i 'Yes O No
Depth of Excavation Up-slope 10 in Transport Pipe
from Original Grade Down-slope 10 in Schedule/Class 40
Designed Vertical Separation 12 in Length a.'C:fy ft
Gravel-based Drainfield Required? ❑Yes No Diameter in
Pump Required? Rf Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Diff.in Elevation Between Pump&Uppermost Orifice 4 ft Dose quantity 15 gal
Drainfield Squirt Height/Selected Residual(head) n/a ft Chamber Capacity(flood) le.2tip gal
Uppermost Orifice❑Higher I 'Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 3 gpm if Timer Rf Elapse Meter 6if Event Counter
Calculated Total Pressure Head 40 Ibs ft If Timer: Pump on 5 min ,Pump off 1 hr
Comments Oh Lt'6ev" y ZZo pump retwt'ec
Revised:6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number 2 2 3
Permit Number: S WG
DESIGN CHECKLISTS: s:
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
16 Test hole locations l f Drainfield orientation and layout Reference depth from original grade:
V Soil logs L1 Trench/bed dimensions and Septic tank
I Property lines critical distances within layout ' Drainfield cover
S Existing and proposed wells ' D-Box!Valve box locations Reference depth from original grade
within 100 ft of property id Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks, and locations
areas it Laterals,trench/bed,top and
surface water and critical Observation port location bottom
❑ Location and orientation of 1 Clean-out location 0 Curtain drain collector
curtain drain and all absorption id Manifold placement O Sand augmentation
components
I� Orifice placement Other cross-section detail:
Location and dimension of . Lateral placement with distance D! Observation ports/clean-outs
primary system and reserve area to edge of bed
rI Bildings Other Information
u
G� Audible/visual alarm referenced Yes No
Direction of slope indicator V Scale of drawing shown on scale O Qf Design staked out
Waterlines bar O &(Recorded Notices attached
1 Roads,easements,driveways, Elevation benchmark and relative 0 idWaiver(s)attached
parking elevations of system components V 0 Pump curve attached
North arrow and scale drawing ❑ @(Evaluation of failure
shown on scale bar Non-residential justification
❑ &(Waste strength
❑ l 'Flow
DESIGN APPR0V4 L
The undersigned designer must be notified by installer at time of installation 6fYes 0 No
9.42•o2c
ignature of Designer Date 4J P
The undersigned has reviewed this desi behalf of Mason County Public Health and determined neii1
compliance with state and local on-sit u tions: /IJ,q
MgS�Nc Y2
(_(?o ?� 041y-IF ,Xo
Environmental Health pecialist Date /Fo
D�q &/74/HF
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: /Zo Z
✓ 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:6/11/2025
• '�'S._ .. :4etftoriCCC1:.Tie4+atme4 ��oe„a'sx"IEnJtF :=Fr±it►C
N .. . APPROV
MAY 2 12026
MASON COUNTY
ENVIRONh1ENT
I DJA AL HEAL H
PARTS UST NuWater NR Assembly Diagram t
ArDUAI P0)iTAERATOR; ►u):tOLY DIFFUSER;BAR(..)
$.31"RUBBE1;.90".VV/_Cfi4i�7R.S:(2) N. (3=A72EGTiQt�j.
31E1'BAR �tiAnA,�fiaRXi1 ':NP1{2). 4 1°;SLIQ`GAR:
6.1)2"SLIP X 1/2"NPT ADAPTOR f?.hl8�'CLEF R PVC;HOSE,(QpT)tjNAL_:67-
E.I StREET X liZ NPT:RUSHING(6) Q;:1/2':i)VC:PIPE(BY INSTALL Ef)
F,17? D EkBQIN;(3) R a"P'1O FIP ,(BY INS".fAU. R)'
G1-X 1"X1l2"TEE-. .S,.2 PVC,PIPE,(BY INSTAI:I:ER)-
ki;:?I"90L9ON((3) T,.1I8 RQED•ADAPTQR..TQ`l%4"•NPT.(2):
I:a2':Xlb.D 15)1II4G U 1/2 S?RBEU II4"NPTBUSHING(2);
X1•WYTEE, 11:112`:PVC.CO1lEyL'Ef3-2j •
K,1"A\ ROSS. •111/'x'COUI:�f2(RY ITi57AaER)
L::'I`"bOt1PLEf2.fRY1NSTiA11ERj' '
Revised 2/25/12
9'-2"
WATERTIGHT LID VENT(typ) DUAL PORT AERATOR
RISERS(TVP)
36 MAX. M'rPVC(TYP)
o
0 1/2"PVC MASTIC
AIRLINE
4"
2"COUPLING
&REDUCER 6"
2"TEE 1"PVC SLUDGE 7
12" RETURN LINE
2"PVC
TRASH CHAMBER 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"
54" 50"
53"
1L. 1O
0 0 0
o TEE
0 0 0 0
12"
DIFFUSER BARS(2)
PARALEL TO TANK WALL 4"
3" SLUDGE RETURN yt n r; Lam.
2k
SIDE VIEW
1 =,.42. STONE-FREE NATIVE SOIL MAY COMPACTED SAND Mf 1Y 2 1 2026
OVER STONY SOIL
INSTALLATION INSTRUCTIONS MASON COUNT
Y ENN11{ O, 'jfj 144
1)Excavate tank hole with vertical walls to 1 foot larger than E ' �'I"ar,L
tank on all sides. O.,a
2)If bottom of hole is stony,Install 3"of compact sand&level 9'-2"
out with screed. ----- ---- —
3)Install tank in center of hole,keeping 1 ft.void space on r
all sides. 24"RISERS' P) OU BLOWER
Sh
4)As tank Is filling with water,fill in void space with compact I ou51NG OFC Ll
Ef
granular(sandy)soil free of large clumps of clay. I I I NTOP LI
5)Install rest of system,&affix risers to adapters with I 1 I I
waterproof adhesive. I I I I
6)Perform watertightness test In field as required by local I I I
jurisdiction. 12"RISER
7)Upon approval to backfill,carefully backfill with native I I I I I
soils over top of tank. I TRASH CHAMBER I I DIGESTER I I CIARIFIERI
8)Final grade the surface to avoid chanelling surface L-------J L-------.J L--J
water toward tank.
TOP VIEW
1"=2.82
aFzo AEROBIC TREATMENT TANK DETAIL FOR
NuWATER BNR-500 TREATMENT UNIT
ENVIRO-FLO, INC. REVISED: /0�/��
Wastewater Treatment Technologies
P.O.BOX 321161, Flowood,MS 39232 SCALE.,
(877)836-8476 (601)845-4716 fax 1" = 1.4 ft.
www.enviro-flo.net
Table 2: Primary Drip Design Parameters (residential application
based on 120 /bedroom'
Minimum Pretreatment (TL E) Pretreatment≥Treatment Level C
FI *`:+ t Jt1
�`r- � �—+`-�--•-`. ' .�- r IT-ry -s- ft-- i_. i *•.Gam'-�.t+
________________
Minimum number emitters
#Bedrooms Minimum number emitters required re uired
2 240 240 300 300 480 960 240 240 300 300 480 960
3 360 360 450 450 720 1440 360 360 450 45 720 1440
4 480 480 600 600 960 1920 480 480 600 600 960 1920
5 600 600 750 750 1200 2400 600 600 750 750 1200 2400
Dripline required at minimum Dripline required at minimum
#Bedrooms emitter spacing (ft) emitter spacing (ft)
2 240 240 300 300 480 960 120 120 300j 480 960
3 360 360 450 450 720 1440 180 180 45 450 720 1440
4 480 480 600 600 960 1920 240 240 6001ö 960 1920
5 600 600 750 750 1200 2400 300 300 7501 750 1200 2400
Minimum emitter spacing ft Minimum emitter spacing ft
1 1 I 1 I ii 1 I I0.510.51iiI 1 I 1
Minimum dripline spacing (ft)3 Minimum dri line spacing (ft)3
iii Ii.sl 2121 2 1 1 1 1.5 I 2
#Bedrooms Minimum drlpfield area ft2 4 Minimum dri field area ft2 4
2 240 240 450 600 960 1920 120 120 300 450 720 1920
3 360 360 675 900 1440 2880 180 180 45 ttj 080 �� 88;
4 480 480 900 1200 1920 3840 240 240 600 900 1440 3846
5 600 600 1125 1500 2400 4800 300 300 750 1125 1800 4800
Minimum number d op per ' 2(26
Minimum number of doses per day day7YENVIR �tA�H
12 12 12 12 8 4 12 12 12 12 8 4 J,q E41Ty
Minimum number of distribution Minimum number distribution
-zones zones
' I 1 I 1 1 1 I 1 II ij 1 ' I 1 1 I 1
NETARM TM
GROW MORE WITH LESS
FILTRATION
MANUAL DISC 1
FILTERS
THE FILTERING PROCESS
<,„`t', /-.,a-�t'c
g 4`Erooved,compressed plastic disc rings produce's '.
deep fatrat�on process As dirty water is rti
pumpedjintq t e JtIter and pressurermcreases
on heou#side�ofiheflterthe<waterpressu T
mpressesthe ringstoget iertrghtly k
•
Grooves lrithe disc rings cnsscross,formrng a =
I
three drmenslorlal networktfsattrrapsartrcles r
a The number of crisscrossed 7ntersectro�polr�ts.{
T n ach g,ppve varies depending on j lttabon
grade Theurbulence<u to varying paths aid r �.
��" �"- �F:'y 's .s �+ .;w4 fiT�-4,
he Ie�,rge nt1 j eY of I terse #tons create aq�
Tr �,�env�ronmentwhe�e paitrc)esare eventually > '-
trapped J _
3/4" 1" 2"DUAL LITE s� This'desrgn filters;the the rlyinraxerthoroia h�notfi '°
'Drily the or sA`rface of#hhndcikdisc
< fteG butttnygh the ePtlre depth of every nng s
t j grooves The result is a larger,more fficient - r
E � filteFmg area(when'comparedto'screen"filters)
- l.JIJi Ill � �A-tE $utth motede ris being capturetl and cleaner
l 5 1 3 less?CG'C(CteT11�C E$TkfLl x 3 r 4� R a
3t spa e easilymefn _ aning wlw k ry
�1e` dlibl[7 � �'_ fz�® DrrtWater $r- - I i -
A CnT,a otte.�,,�tsa rlllS a (1�2n11t�a �D 5 W! IL*L$!T!�.._. �_� 4'i� .. <y=s�—�'�-. s 4 ,c-.,..t r 'n �.5�-.-.�. Y �Ys•k 2026
MASON
APPLICATIONS Nn En�CO
V/R0
■ Primary irrigation filter for relatively clean or average water qGaiit AL
�y5 t
■ Protection of irrigation systems from clogging and/or abrasion r � '� �
�Topiewof disc ring � n
"'rb6.
MESH MICRON DISC COLOR J
;040 400 Blue080 200 Yellow •120 130 Red 140 115 Black
200 55 Green I
Substitute in Model Number for proper mesh.
7
FLOW RANGE 1-12GPM
MAXIMUM PRESSURE 140 psi USE
FILTERING SURFACEAREA 25 sq.in.
FLOW RANGE I 5-26 GPM
FILTERING VOLUME 5.8 cu.in.
MAXIMUM PRESSURE 140 psi
LENGTH 522/32"
WIDTH 715/32" FILTERING SURFACEAREA I 49 sq.in.
WEIGHT 66132. FILTERING VOLUME I 27 cu.in. FLOW RANGE I 10-35 GPM
DISTANCE BETWEEN ENDS I 6" LENGTH 911/32" MAXIMUM PRESSURE 140 psi
WIDTH I 67/32" FILTERING SURFACEAREA 78 sq.in.
INLET/OUTLET DIAMETER 314"Male
WEIGHT I 2.2Ibs. FILTERING VOLUME 36 cu.in.
MODEL NUMBER j 25A45-*** DISTANCE BETWEEN ENDS '67/32" LENGTH 1313/32"
INLET/OUTLETDIAMETER 1"Male WIDTH 67/32"
MODELNUMBER I 25A47-*** WEIGHT j 3.11 lbs.
DISTANCE BETWEEN ENDS j 67/32"
INLET/OUTLET DIAMETER J 1"Male
t OUT MODEL NUMBER 25A48-***
OUT E—IN
MAY 21 1 Z026
ASONjjgri° ,
FLOW RANGE 1 40-110 GPM FLOW RANGE 80-220 GPM
MAXIMUM PRESSURE J 115 psi MAXIMUM PRESSURE 115 psi
FILTERING SURFACE AREA 147 sq.in. FILTERING SURFACEAREA 294.5 sq.in.
FILTERING VOLUME 75.7 Cu.in. FILTERING VOLUME J 174 cu.in.
LENGTH 165/16" LENGTH 283/4"
WIDTH 101/4" WIDTH 914/32"
WEIGHT 6.6 lbs. WEIGHT J 17 lbs.
DISTANCE BETWEEN ENDS 101/4" DISTANCE BETWEEN ENDS 1219132"
INLET/OUTLET DIAMETER 2"Male INLET/OUTLET DIAMETER 3"Flanged
MODELNUMBER 25A2DL-*** MODELNUMBER j 25A3TL-***F
t OUT
OUT<— FIN
FLOWRANGE j 10-35 GPM
MAXIMUM_PRESSURE j 140 psi
FILTERING SURFACE AREA j 49 sq.in.
FILTERING VOLUME j 27 cu.in. FLOW RANGE j 10-52 GPM
LENGTH j 105/8" MAXIMUM PRESSURE 140 psi
WIDTH j 77/8" FILTERING SURFACEAREA j 78 sq.in.
WEIGHT j 2.4lbs. I FILTERING VOLUME j 36 cu.in. FLOW RANGE j 40-120 GPM
DISTANCE BETWEEN ENDS I 77/8" I LENGTH j 141/2" MAXIMUM PRESSURE j 174 psi
INLET/OUTLET DIAMETER j 11/2"Male I WIDTH j 71/8" FILTERING SURFACE AREA j 147 sq.in.
MODEL NUMBER j 25A15-'F't* I WEIGHT j 3.3lbs. FILTERING VOLUME j 75 cu.in.
DISTANCE BETWEEN ENDS j 7 7/8" I LENGTH j 143/4"
INLET/OUTLETDIAMETER j 11/2"Male WIDTH j 101/4"
MODEL NUMBER j 25A17*** I WEIGHT j 11 lbs,
DISTANCE BETWEEN ENDS j 101/4"
jllIII. INLET/OUTLETDIAMETER j 2"Male
PP V L? L'- ° MODEL NUMBER j 25A30-***
MAY 2 1 2026
MASON COUNTY ENVIRONMENT
FLANGED GROOVED
FLOW RANGE j 80-220 GPM j FLOW RANGE j 160-450 GPM FLOW RANGE j 200-600 G PM
MAXIMUM PRESSURE j 140 psi j MAXIMUM PRESSURE j 140 psi MAXIMUM PRESSURE j 140 psi
FILTERING SURFACEAREA j 287 sq.in. j FILTERING SURFACE AREA j 574 sq.in. FILTERING SURFACE AREA j 574 sq.in.
FILTERING VOLUME j 108 cu.in. j FILTERING VOLUME j 216 cu.in. FILTERING VOLUME j 216 cu.in.
LENGTH j 24 7/8" I LENGTH j 47" LENGTH j 47"
WIDTH j 123/32" j WIDTH i 13" WIDTH j 13"
WEIGHT j 31lbs. j WEIGHT j 52.8 lbs. WEIGHT j 57.2 lbs.
INLET/OUTLET DIAMETER j 3" j DISTANCE BETWEEN ENDS j 1717/32" DISTANCE BETWEEN ENDS i 1717/32"
MODEL NUMBER-FLANGED j 25A53-***FNEW j INLET/OUTLET DIAMETER j 4"Flanged INLET/OUTLET DIAMETER j 6"Flanged
MODEL NUMBER-GROOVED j 25A53***GNEW j MODEL NUMBER j 25A78***F MODEL NUMBER j 25A80-***F
MANUAL DISC FILTERS
FLOW RATE HEADLOSS(psi)
(GPM) 314" 1"SUPER 11/2" 11/2"SUPER 2"DUAL HP 2"DUAL LITE 3"TWIN LITE 3"ANGLE 4"TWIN J 6"TWIN
5 ILI I � � � J J —
10 2��p - 1 �t I IJ� � I
13 J I � � �
17 I I I I J �
26 I IJ � �
31 IIJz ao _ o _ zoo � � � I
44 I I I I t 1hI1 I I I
66 I I J J � � I I—�
86 __I � J
110 __I—J—J J y147- ffOiL,t' f$t t t —�
132 — - _I_I_I__I — I_—�
154 —J _ I _I I
176 � � � _ ___J I-- I
198 _— I_I—J_ _ J .3� —2 — I
220 _ I_I__I_I_I `1 ' J I
2421I I � _
264 1 1 � I I I � � �
286 � I � � � � J—�
308 I I � I I I I1 t 1
330 � � I I
350I I I I I I � I
400 �� ��� —� IJ—� '00:
500 � � � J � I
600 I � � I I I13L00
The losses shown are for filters with 140 Mesh
CHART LEGEND
t t t River,ditch,pond,lake or reservoirwater
gN ;, Well water containing sand only
Q Municipal supply (], l� m �
MATERIALS PEA" 2 226
FILTER SIZE I MODELNUMBER ( ■ Disc Rings:Polypropylene
� MASON EEdV`r�®�t'r��Iti3ALF4�A�-3�
3/4" 125A45*** 0-Rings:EPDM Rubber
1" I 25A47_*** I ■ Clamp:Stainless Steel(except 2"Dual
1"SUPER 125A48-*** Lite and 3"Twin Lite which is Plastic)
11/2" 25A15-***
11/2"SUPER 125A17-***
2"DUAL HP 125A30- **
" *
2" WIN LITE 25A3TL'** / TM
3TWIN LITE � 25A3TL--***F �
3"ANGLEFLANGED 25A53-***FNEW METAF/M
GROW MORE WITH LESS
3"ANGLE GROOVED 125A53-***GNEW
4"TWIN FLANGED 25A78-***F NETAFIM USA
5470 E.HOME AVE.
6"TWIN FLANGED 25A80***F FRESNO,CA 93727
Substitute**'for proper mesh size. CS 888 638 2346
www.netafimusa.com
A02412113
NETARK"
WASTEWATER DIVISION
BIOLINE°
DRIPLINE 1
Copper oxide is
impregnated into the
emitter servin as a --
natural antimicrobial "'
agentto help prevent — j
microbial activity. . —���
loivAPPI:ICATIONS
ODIC vAD rtAG�S r_ :. ��� Typically installed following a treatment
Pressure om o IJ c1ipper deliverequalflo even so '� process
dope tot urg'te ram _ - "• ry E • Can be used with domestic septic tank
• uefia at , r one eo'nprodes r co oilof effluent with proper design,filtration and
a n gh'esis u a 71
o c oggrrrg operation
•`ipontintrous sel fi ys in ri c_esigp l sdepriss it i Reuse applications including municipally
nnr jn w
treated effluent designated for irrigation and
• e�oe, hreu ti u er �o , o Jest a b gxore
z es c e nIN re un) t'err pre Cdr p er operation— other disinfected and non-disinfected water
`- Si a ole{d.ip r o t tubing �s sources.
Bede�protec a against oo tatrus►o SPECIFICATIONS
�` t �
AlloNQ`srthe drjpliriet o be setl tou Yst f ' pp` a ons wi out
s �e earoteeo
• Dripperflowrates:0.4,0.6or0.9GPH
for ye
�e sores • Dripper spacings:12",18"or24"dripper
D i e s a e: a e o o tie Berrie o eeta�in :�
spacings and blanktubing
u Crn p sea oot arre�rrp era pro ecte l ro�m o • Pressure compensation range:7 to 58 psi
'�h�nw�tho � efne�cue: iGa rqte�'o • :. r � . - • Maximum recommended system pressure:
58 psi
T ree r.ppetfl u� tes oti e b n est a:g o o a e�.
ava6lle1iiPó ar t 3dri1i1toza ysol= slop • Tubing diameter:0.66"OD,0.56 ID
condnx Tubing color:Purple color indicates non-
of e u r 9 ► Ple ely , ajpe e e sj eo o ` :. potable
o o a Je usere�ar Tess ` io xhetuFt�sa a ed Coil lengths:500'or 1,000'(Blanktubing in
'-up 250')
p o s pa;oxi s `qr grate 4 s e ncen Dons o
-a e� endmg ;ocess�e. su��ng�t�ema t�ge,eG vtroug o th'. • Recommended filtration 120 mesh
_ I_ Bending radius:7"
at;eil." uaeeucoverot bs is c • UV resistant
•- u s e orage equir. - ees ot egra_ if store. • Tubing material:Linear low-density
oon polyethylene
Additional spacing and pipe sizes available
by special order.Please contact Netafim USA
Customer Service for details.
BIOLINE DRIPLINE
t t 1 t
AODITIONALFLOW OF23 GPM REQUIRED PER LATERALTO ACHIEVE3fps ADDmONALFLOW OFI2GPM REQUIRED PER LATERALTO ACHIEVE 1.5 fps
DRIPPER FLOWRATEIGPIIII H 0.6 GPN 49 GPN 0.9GPH O5 GPN 09 GPH 0.4GP11 0.6GPH o9GPH DRIPPER FLOW RATE(GPHII 0.9GPH 46 GPHI! 1 H 0.6GPH o9GPH
15 I102 34 84 136JJJ 127 t I3 161 151 137 I201 171 140 215 235 191 337 299 241
25 151 136 118 203JJJ 194 161 245 J,�, � 197 '���,� 25 266 222J 179 36fiJ 308 251 4�53' 3633 313
I 193 171 146 260 LL LL]2W 315 245 a 35 316 2,62 210 437 365 295 455 369
40 211 186 J. iaJ 298 219 347 •311 267 1y 40 337 JJ 469 391 313 583 J.JLLJ 30.3
45 J 228 200 169 310 274 J 377 336 J 287 RI 45 358 aJJ 497 413 371 619JJJ
517 415
Rowper100'(GPM/GPHI I asr/n 1aVst t aWrsv -.1 1ays1JJj alma( assetJjj Flowper100'(GPM/GPHI I amla toyer 1-392 acmssr asyrt 1=1 OaVm astm an/n
Lateral lengths are based on flows allowing fora 3 fps 0ushing/scouring velocity Lateral lengths are based on flows allowing fora 1.5 fps Pushing/scouring velocity
I t I I
ADDITIONAL ROW OF20 GPM REQUIRED PER LATERALTO ACHIEVE 2.5 fps ADDITIONAL ROW OF0.8 GPM REQUIRED PER LATERALTO ACHIEVE 1.o fps
DRIPPERFU3WRAg (GPHII H o9GPH 0.9GPH o9GPH 0.9GPH 0.9GPH 0.6GPH JOjJ DRIPPERFLOWRATE IGPH)l H6f!!JIOiqf!!J HHOJGPH o9GPH
15 128 115 100 172 155 136 05 1117 165 ,a, I5 I248 205 163 J 285 229 421 355 1 285
�0 25 183 161 133 248 720 198e 301 268 231 � 25 315 ?t 203 440 1 36 286 549 453 359
35 228 198 166 310 272 1 379 373 283 6 35 I367 299 24 513 419 331 643 527 417
ry 40 248 214 178 338 J 295 247 413JJJ 305 40 389 316 248 545JJJ 445 3500 683JJJ
559 441
45 268 229 190 364 316 1 441 399 J 327 45 409 332 260 574- 468 367, 721 589 463
Flowper 100'IGPM/GPHI I os'r/n tmsl 1-ysa aWrbb7 o>x7n Omist ¢aVm 9j an/njJ Ftewperiro'IGPMIGPH)I am/40 1=1 1=2 aWeaer oayrl taoel o.WmJ ¢sh(t anla
Lateral lengths are based on flows allowing fora 25 fps flushing/scourmg velocity Lateral lengths are based on flows allowing fora l fps flushinglscauring velocity
1 t i I 1 r t
ADDITIONALFLOW OF 1.6 GPM REQUIRED PER LATERALTO ACHIEVE20 fps ADDITIONAL ROW OF 0.4 GPM REQUIRED PER LATERAL TO ACHIEVE 05 fps
DRIPPER FLOW RATE IGPHII HO6HJ H OSGPH o9GPH ! HfHfiJ DRIPPER FLOW RATEIGPHII OA GPH 0.6GPH o9GPH 0.9GPH DGPHfi!fij H 0.6GPH 09 GPH
15 161 141 119 217 191 1G4 J J 20I 15 301 242 1119 4�72JJJ 341 265 LLJJ
429
v 25I 721 190 157 302 261 218 369 321 270 `RR 25 369 296 728 _J 418 321 655 527 409
35I 2,6�9,, � 419 J 187 310 316 260 455 391 324 6 35 421 337 260 545 476 _� 749 - 467
40 J 246 200 399J !J !!J 421 347 40 443JiJ 354 27`3 626 501 397 790 491
45 310 261 212 427 362 796 J 521 449 369 x 45 464 371 2B5JJJ 9 Fb5 513
Flowper100'(GPM/GPH)I ¢6yaJjJjJ ttsyrtJJjJ Flowpar100'(GPM/GPHI aa0a tmrst W02 awraaf 151! tryst 03M I astrn anH6
Lateral lengths are based an flaws allowing fora 2 fps nushlglseoudng velocity Lateral lengths are based on flows allowing fora Os fps Oushlnglscouring velocity
Netafim recommends flushing velocities capable of breaking free any accumulated bioslimes and debris in the piping network.
Notes: 1. Refer to local regulations for information on flushing velocities that maybe written into codes. DtD
2. Netafim does not endorse a specific flushing velocity. P • fl E�P .-., 7
3. Flushing velocities should be determined based on regulations,quality of effluent,and type of flushing control.
4. Using a flushing velocity less than t fps does not provide turbulentflow as defined by Reynolds Number. M AY 2 1 � 7
5. Higher flushing velocities provide more aggressive flushing.
DRIPPER FLOW RATE VS.PRESSURE
1.0
0.9 , IkIWI6 iitiii; i
0.s W DRIPPER 0.4 GPH DRIPPERI 0.6 GPH DRIPPERI 0.9 GPH DRIPPER
SPACING GPHI GPM GPHI GPMI GPHI GPM
0.5 - - 12" I 40.0I 0.67I 61.0I 1.02I 92.0I 1.53
0.4 I, ,, 18" I 26.1I 0.441 41.01 0.681 61.01 1.02
02
0a 24" I 20.0I 0.34I 31.0I 0.51I 46.0l 0.77
o.t
0 10 20 30 40 5050
PRESSURE(psi)
Between 0 and 7 psi,the dripper functions as a
turbulent flow emitter,ensuring that the nominal
design flow is not exceeded at system start-up.
Netafim sets the bar for innovation in drip irrigation with Copper.Cupron®copper oxide-based technology allows for maximum
performance.The integration of copper oxide in the internal emitter,and the unique patented emitter design with physical root barrier
provides two levels of protection,giving your system the protection it needs to fight against root intrusion.
• Cupron copper oxide provides one of two layers of defense against root intrusion,a physical
root barrier inside the dripper provides the other.
• Cupron copper oxide technology will not wash out,wear off or leach out.
Remaining effective throughoutthe life of the product.
• Cupron copper oxide is approved for use by the EPA ensuring peace of mind.
EXPLODED VIEW OF BIOLINE DRIPPER BIOLINE DRIPPER OPERATION
Top of Dripper Bioline drippers are pressure compensating-delivering the
The large surface area water uniformly into the soil for further treatment or for reuse
of the filter increases by the landscape.These unique drippers allowthe tubing to be
longevity and prevents P 9 pP
dirt particles from installed on flat topography or steep slopes.
settling in the dripper.
Bioline drippers are protected against microbial activity.Copper
oxide impregnated XR drippers—Copper,a natural antimicrobial
Chemical resistant material,is used to help prevent microbial activity.
molded silicon
diaphragm Netafim drippers are continuouslyself-cleaning during-,
operation,notjustpttf�e begl�nmg and en ova cyclel,Th'e result
is dependable,clog rreg-operation,year afteryear.
Bottom of Dripper
Large and effective filter �A�v �lr
area prevents penetration of 2323
IVI tl
coarse particles inside flow
path.Superior clog resistance
for effecient irrigation. MASON Gfl la Rfl�Ei�T �FfEACTf�
1 ' 1
FLOW SPACING LENGTH UMBER
0.4 GPH 12° 1,000' OBWRAM.4-12V
SPECIFYING INFORMATION 500' oawRAM.412v5oo
SAMPLE MODEL NUMBER 0.4 GPH 18" 51100 0SWRAM.4-16V500
1 2 3 1,000' 08WRAM.4 24V
Bioline I i 0.4 GPH 24 500' 08WRAM.4 24v500
Dripline =OBWRAM
0.6 GPH 12° I 1500' 08WRAM.6 12V500
DRIPPER DRIPPER COIL
0.6 GPH 18 1,000' OSWRAM.6-18V
FLOW RATE SPACING LENGTH 500' 0BWRAM.6-18V500
0.6 GPH =.4 12"=12 500'=V5oo 0.6 GPH 24" 1
0.6 500' 0aWRAM.6-24V500
GPH =.6 18"=78 1,000'=V
09GPH= 1 24"=24
1,000' DBWRAMI 12V
0.9 GPH 12°
500' 0BWRAMI12V500
BLANK Tubing Model Number.250=08WRAM-250 I 1,000' OBWRAMI-18V
0.9 GPH 18 500' 0BWRAM1-18V500
0.9 GPH 24' 1100' 08WRAM1-24V500
BlankTubing 17mm I 2511' 0BWRAM-250
BIOLINE FITTINGS
FITTING APPLICATIONS
• Fits Bioline Dripline
FITTING SPECIFICATIONS
• Barbed fittings for a secure fit
• Easy installation without glue or tools
• Allows for easy on-site inspection of proper fitting installation
TLCOUP TLELL TLTEE TLCROS
Insert Coupling Insert Elbow InsertTee Insert Cross
4
TL050MA TLO75MA TL075FTEE TL2WO75MA
%2"Male Adapter 3/4"Male Adapter Combination Tee 2-Way Insert
InsxInsxY44"FPT 3/a"MPTxInsert
Gp O ill
TLIAPVC-B TDBIT16.5 2
TLIAPE-B Insert Adapter with Grommet Drill Bit for TLIAPVC ,
Insert Adapter for 1"or 1%2"or larger PVC Pipe Fitting(16.5mm or 21/32") q�r n ;.,?�ti • '. "
Larger PE(Requires 11mm
or 7/16"drill or punch)
FITTING DEFINITIONS
iIIII FPT=Female Pipe Thread
MPT=Male Pipe Thread
TLFIG8 TLS6 Ins x Ins=Insert by Insert
Figure 8 Line End 6"Soil Staple
TM
NETAFIIM
TLSOV TLCV
Shut-Off Valve Inline Check Valve
M USA
Insx Ins • FlowRange: 0.9 to 4.4 GPM 5470 E.Home Ave.
• Opening Pressure: 10.2 psi 5470 E.
• Closing Pressure: 5.8 psi Fresno,CA 93727
(13.4 Feet Column of Water) CS 888 638 2346
www.netafimusa.com
W064 12/20
Mason County WA GIS Web Map
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0 0.1 0.2 0.4 ml
County Boundary �"
0 0.15 0.3 0.66 km
No Filled
Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HERE,Gannln.Intemiap,Increment P Corp.,GEBCO,USGS,
FAO, NPS,NRCAN,GeoBase, ION,Kadaster NL, Ordnance Survey,Esri
Japan,METI,Earl China(Hong Kong),(c)OpenStreetMap contributors,and
the GIS User Community
Mason County WA GIS Web Map Application
Masnn riv,nty di rlalme arr,nary reliability nr timalineca of wehsile Info not liable for losses from reliance on it.httost//www.masoncountvwa.covldisclaimer.oho
USE NUWATER PANEL MODEL EAS-SI-PT ETM CT LAA (TRENCH CONSTRUCTION PROFILEI
AND FLOATS.I w 643.64' PERCENT SLOPE IN PRIMARY: 20-25 %
MAXIMUM TRENCH DEPTH: 10 Inches
EXISTING (00WNStOPE SIDE MEASUREMENTS)
W L VERTICAL SEPARATION: 12 Inches
TRENCH WIDTH: 1 Inches
tivr 100' 50' ADDITIONAL COVER REQUIRED: 0 Inches
• TO WELL TO WELL
%
ii „ru
y 'm 3
O R FT
LICENSE DESIGNER
EXPIRES 12/151
I
M •O l3
PROD D
D L
C
-1 '
A '{ 226 -0'EL ENCHMARK)
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C0UPy I. EXI'tRv��F� l'1EP, 4 3
P,M1AS0fd D Y I °
}.Iri
O
' 5 ' 2 PROP SED
NOTE:
3-BR OUSE PRESCRIPTIVE FLOW CONTROL MEASURES
SERV
ER ARE TO BE DESIGNED BY LICENSED INDIVIDUALS
Lu/ IAWWITHAPPLICABLESTATEANDC0UNTYC0DES.
n l
S L3 j% Carefully PROPERTY
ALLaspects
sa pectsOofEhis septic
: design.� ANY costs Incurred due to changes to
O/ this
hi acre the sole responsibility oCounty
the properrtty Department
: SOIL LOG#1
i s3' . / SOIL TYPE:4
0"-23":REDDISH BROWN SANDY LOAM WITH LOTS OF PEBBLES
'V
SOIL LOG#2
SOIL TYPE:4
0"-25":REDDISH BROWN SANDY LOAM WITH LOTS OF PEBBLES
TH/S /S NOT A SURVEY ALL PROPERTY L/NES/BOCJNOAR/ES HAVE o' zo' ao' 40' so' so' eo' Boa
BEEN OEMONSTF?AT'EO BY THE C)WNEF?(S) ANO/OF2 THE/F? A( EA/T(S)_ SOIL LOG#3
" INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SET®AC KS SOIL TYPE:4
-IT IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVI0 TO ACME IN WRITING SCALE(FEET) 0"-24":REDDISH BROWN SANDY LOAM WITH LOTS OF PEBBLES
ANY AND ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILI-ry AN0/OR C IG
LEGEND
ESN INCLUDING ALL GRAY/BLACK WATER STUB OUTS, UTILITY LOCATIONS, PROPERTY 01 ME NS10N:3
C)IMENSIC)NS, EASEMENT , BUFFERS ANO SETBACKS REQUIRED BY GOVERNING OR REGULATING ENTITIES E I
DRY WEATHER INSTALLATION AND SITE PREP REQUIRED. E D
P OTECT P I Y O R E VE GRAINFIELD AREAS FR OM ANY VEHICLE TRAFFIC. =SOIL LOG
RRMAR ANESR
NO FOUNDATION SPOILS OR BURNING ON DRAINFIELC)AREAS. ---• =NO BUILD ZONE
DUE TO UNFORESEEN WATER TABLES, A CURTAIN DRAIN MAY BE REQUIRED. - =CLEARING LIMITS DATE- 6 MAY 2026
DEPENDING UPON FINAL ELEVTIONS, A PUMP MAY BE EC)Li IFE C). �-.� =LOW AREAS P.O. BOX
C I RECT ALL DOWNSPOUT/SURFACE WATER AWAY FROM CRAI N F E LD AREAS. 2954
IF OF LATERALS OR MODULES ARE DEPICTED, THEY ARE APPROXIMATE AND MAY VRY, =TREES s- 12"0IA NAME- RAMSEY SILVERDALE, WA.
P ROVIDEC THEY REMAIN IN THE DELINEATED OF AREA.
"ALL WELLS WITHIN 100 FEET OF PROP. BOUNDARIES HAVE BEEN SHOWN (200' FOR C--L- B './\/ i F ). iQ = CLEAN OUT 98383
EXCEPT FOR THE DISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE. •Q =ATU DEVICE TAX I D- 26?318-75-00070
WATER LI N.E MUST BE A MINIMUM OF '10' FROM Ni'A SEPTIC COMPONENT.•` MAINTAIN A MI NIMIJM 50• SETBACK DOWNS LC)PE OF I-F'IT . MINIMUM OF 10' SETBACK UPSLOPE OF I-PITS. (D = 1200-GAL PUMP TANK STREET- 640 NE DEWATTO HILLS RD TEL. 360-698-8488
SEED ANC MULCH FINAL C)l 1"F=ISLO COVER IMMEDIATELY LPON COMPLETION.
'- OEP ENCING ON THE TYPE OF ATU USED. ATRASH TRAP MAY BE R R INF0 a�1CMESEPTIC.COMEQUIED. 4 =HEAD LATERALS MAY BE NO CLOSER THAN 5' ON CENTER (MAY DIFFER WITH BEDS). SCn
ALE. 1"-EO' SITE PLAN
IF WATERANO SEWER LINES CROSS, THEY MUST BE CONSTRUCTED IAW STATE 8. COON )-Y CODE. AIR-RELIEF VALVE
0 20' 30' 40' 50' 60' 80' 100'
SCALE(FEET)
643.64'
EXISTING
W L
100' 50'
TO
WELL TO WELL /
fyoa� ;W2 ,��
RD Ff
-f LICFNS DESIGNER :J /
M EX?7K S 12/151
PRO Q�. D
® % DV AY o
P
D L
-0'EL ENCHMARK)• r�
EXI l
D Y j,
\ / 5 PROP SED
00% ;•', 3-BR OUSE
SERV L
N1
'• 01
SL3 J1
O;
z1
33' Oi
60.63'
4 0' ISTING 30' 4 0' 4 0' 4 0'
A EASEMEN I 4 5' 4 5' ' 4 0 4 0' 4 0' 4 5' 4 0' 4 0' 4 0' 4 0'
45' 45 45 45 4 ' 40'
4 5' 4 5' 4
,__.. HEADWORKS DETAIL
AIR VACUUM RELIEF VALVE DETAIL
DRIP IRRIGATION TRENCH INSTALLATION DETAIL PRESSURE GAUGE RETURN LINE
BALL VALVE 314"FLO METER PRESSURE GAUGE
RELIEF VALVE L
12"+OF COVER OVER DRIP LINE FINISHED GRADE 1
�INISHED GRADE
BACKFILLED TRENCH
(NO DEBRIS)
6°ROUND �-,, 1°PVC CAP
VALVE BOX 1/2"SCH.80 NIPPLE FL ti� Low
(LENGTH AS REQ'D) GAUGES
12"
P VI
MIN 6"KAX 1rY'PVC 1"SSS PVC TEE
::'::• TRENCH DEPTH COUPLING(TXT)
PEA GRAVEL SUPPORT BLOCK
TRENCH DEPTH
____ ii : , -
.'; SUMP 1"PVC PIPE(TYP)
"fi SUPPORTS
>e^t RIPUNE :.a:' FLO
SUPP ORT BL
Po ..v`6
do- 0 0
�lM)
Q
•n�
-••• PVCPING_.__\ ,_i
'. .'.fi+c AND FITTING NETAFIM 1"
SUPER DISC FILTER ` "=' 314"WATER METER
NATIVE SOIL
UNDISTURBED
1
� NOTE FEMALE ADAPTER SUPPORT BLOCK
rTh •.r AIR VACUUM RELIEF VALVE
oa a1o327r 'F; � CANNOT BE CONNECTED LOWER
J LICEN,- ESIGN ER THAN DRIPLINE HIGHEST LATERAL *TURBINE PUMP TO PUMP BETWEEN 30-60 GALLONS PER MINUTE
EXPIRES ,2►15/n� R.ApY 2 *OSS TO BE MANUAL FLUSH & RETURN TO PUMP TANK
ççJV{ *OSS TO HAVE A MINIMUM OF 12 DOSES PER DAY *PRESSURE REDUCER TO BE ADDED TO HEADWORKS
*INSTALLATION METHOD: HAND TRENCHIDITCHWITCH OR USE NON- GRATING PLOW AND REEL
GENERALCONSTRUCTIONNOTE5: CONSTRUCTION NOTES
1200-GALLON CONCRETE PUMP CHAMBER CROSS SECTION 1.ACME DESIGN CO.HAS ATTEMPTED TO SHOWALL EXISTING UNDERGROUND UTILITIES,
�//L �/ SEPTIC SYSTEMS,AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER.
PUMP TANK SETUP IS AN EXAMPLE ONLY.. DOES NOT OF THE TEETHTIESORE UBSTRCY CTURES.OR COMPLETENESS OF LOCATION OR
EXISTENCE E THESE UTILITIES S SUBSTRUCTURES.THE INSTALLER IS ALL EXIST TO SEPTIC SYSTEM CONSTRUCTION NOTES:
PVC Splice Boo TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE AND PROTECT ALL EXISTING
P UTILITIES AND SUBSTRUCTURES,WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA. 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELD AREAS.
ACTUALTANKSETUP MAY VARY, with Card Grips 2.THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENT A SURVEY.NOR DOES
DEPENDING ON PUMP AND TANK MANUFACTURER. ITPURPCO.RECOMMENDSASEMETSOR YLINES CHOCATED ANY.ACME 2.NO VEHICULARTRAFFICIS ALLOWED ONTHEDR/UNFIELD AREAS ATANYTIME.
Fiberglass Gasketed lid with PRIOR TO SYSTEM INSTALLATION.ALL PROPERTY ONES HAVE BEEN DEMONSTRATED
BY THE PROPERTY OWNERIAGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR 3.NO BURNING ON ANY DRAINFIELD AREA.
Stainless Steel Bolls ERRORS ARISING FROM MEASUREMENTS
AT ARE TAKEN FROM PROPERTY 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITH 50 FEET DOWN SLOPE OF ANY DRAINFIELD.
1 F LINES OR CORNERS THAT ARE INACCURATE.
Z Y /}�Q/' 3.ALL WORKMANSHIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET OOWNSLOPE OF ANY DRAINFIELD AREA.
f�
dp 1 PVC Riser with Grommets)MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH
Inspection Access yv)rC' � Slope Ground DEPARTMENT CODE. 6.ALL DOWNSPOUTSISURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS.
P (bond to tank adapterwith
Riser and lid Away from Riser recommended adhesive) 4 THE SYSTEMRINSTALLATIONINO SHALL BE HELD WITH THE DESIGNER PRIOR TO THE START OF 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELD AREAS.
(at ground surface) 4� 6.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREA.IT IS STRONGLY
Discharge Assembly S SYSTEM COVER.ACME LION 15 Co.ISI RESPONSIBLE FOR THE AS-BUILT DRAWING AT TIH S INSPECT ON. RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER.
9.SEED AND MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION.
Conduit to �— B.A SMAWCRITICALLOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN
12.500 SO FT IN SIZE,OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE.THE SMALL/CRITICAL 10.EXCEPT FOR DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC
Tank Adapter Control Panel Effluent Discha a LO7INSPECTION W LL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION.
SYSTEM MUST THE WATERTIGHT TO THE SURFACE.
(cast or bolted) 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BETWEEN THE MONTHS OF
Conduit Seal OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL 11.ALL WATER LINES MUST BE A MINIMUM OF 10 FEET AWAY FROM THE INSTALLED DRAINFIELD,
INSTALLER TO NOTATE FINAL WATER LINE LOCATION ON REDLINE AND PROVIDED TO DESIGNER.
8.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY REQUIRED INSPECTIONS WAR AND _ ANCE
Inlet SYSTEM.488 TO SCHE ULE ALL MEET NGS AND INS ECTIONS TACT ACME DESIGN Co.AT 12.ALL CLURRENT STATE AN COUNTY D DEPARTME T OF HEALTH CODES. EGULATIONS.SPORT UNE CROSSINGS MUST BE CONSTRUCTED IN ACCORD WITH
AND PO C ES.
Tank Adapter(cast or bolted) 350.698
9. VER, OF INSTALLER
UTILITIES O THE RE PLAN EAAE AS ACCURATE AC POSSIBLE.
HOWEVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF 13.GRAINFIELD LATERALS MAY BE NO CLOSER THAN 1.5'OR 2'(SEE DRIP PARAMETERS)ON CENTER.
ALL EXISTING UTILITIES.THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE-811- 14.PROPERTY OWNER IS RESPONSIBLE FOR SOIL LOGS TO BE FILLED UPON COMPLETION
VISIT HTTPJNVW WCALL811.COM FOR MORE INFORMATION.
10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION
Chk Vlve(op ti onal) AND ROADWAYS.LTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES
ec a
FloatAssembly 11.11 SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO HAVE A
SEPTIC DESIGN IT
N ON THE CONSTRUCTION SE DURING WORK HOURS.
OF THIS APPROVED
12.ANY CHANGES TO THIS SEPTIC DESIGN SHALL BE RENEWED AND APPROVED BY ACME DESIGN C M E D E S I G N
CO.AND THE COUNTY HEALTH DEPARTMENT.
13.PRIOR TO BACKFILL ALL SEPTIC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACME
DESIGN CO BEFORE ANY HEALTH DEPARTMENT INSPECTIONS TAKE PLACE.
APPROVAL SHALL NOT RELIEVE THE INSTALLER OF THE RESPONSIBILITY TO
TUB CORRECT ANY DEFICIENCIES ANDIOR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND
Effluent Porno INSPECTIONS.IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY ACME DESIGN CO.
AN 6 MAY 2026
D THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS. D A T�-
14.IF THE INSTALLER ENCOUNTERS ANY DISCREPANCIES BETWEEN THE DESIGN.CALCULATIONS. /-1 P.O. BOX 2954
SPECIFICATIONS.AND/OR EXISTING CONDITIONS ENCOUNTERED,THE INSTALLER SHALL IMMEDIATELY
NOTIFY ACME DESIGN CO.AT 350.899-8488- NAME- RAMSEY SILVERDALE, WA.
15.PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQ•O)ARETO BE DESIGNED BY LICENSED INDIVIDUALS 98383
IAWWITH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN
IS FOR ILLUSTRATIVE PURPOSES ONLY.AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION TAX I D- 22318-75-00070
FOR STORMWATER MANAGEMENT FOR THIS PARCEL
16.THE INSTALLER SHALL NOTIFY THE DESIGNER IMMEDIATELY FOLLOIYING INSTALLATION FOR INSPECTION(S).THE INSTALLER
IS RESPOI W FOR PRLSM MnRG Ni0 PR8AIXHG TlE C01EIDEDACYERGOT REOUE5T FORM N RWJNEDBNf1NGTO BIG OG1GHEA. E DEWATTO HILLS RD TEL. 360-698-8488
NOT TO SCALE INSTNLERTO VERIFY SEFTIH00BY PERFORMING ORAWOOWN,RUN TIME AN T DSQUIRTTEST.TESTRESULTSSHALLBEPROVIDED STREE - 640 N
TO THE DESIGNER ALONG MIN AIIY NOTICE TO TITLES OR ANY ADDITIONAL DOCUMENTS REQUESTED BY THE HEALTH DEPT. INFO@ACMESEPTIC.COM
17.ENRIY OWNS OUT READY REQUEST FORM IS RESPONSIBLE FOR ANY ADDITIONAL INSPECTIONS DUE TO SITE NOT ALIGNING
r H SU09TIEU READTREWEST FORY.ADDIIIGIMLINSPECRONS RAL BE CIIIAL'EO MIS WIT 80 PAID P6106 10 DEFECTION