HomeMy WebLinkAboutSWG2026-0050 - SWG Application / Design - 5/28/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, ,WA 98584
io
SHELTON:360-427-9670,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: SWG2026-00050
APPLICANT Acme Septic Design Phone: 3606988488
Address: P.O. Box 2954 Silverdale,WA 893
APPLICANT FULLER MANAGEMENT GROUP LLC Phone:
Address: 11010 HARBOR HILL DR, STE 306 GIG HARBOR,WA 98332
OWNER FULLER MANAGEMENT GROUP LLC Phone:
Address: 11010 HARBOR HILL DR, STE 306 GIG HARBOR,WA 98332
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE,WA 98383
Site Address: UNKNOWN
Primary Parcel Number: 223205000055
Permit Description: New 2bd ATU to subsurface drip
Permit Submitted Date: 02/25/2026
Permit Issued Date: 05/28/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $740.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/02/2029 (based on date of inspection)
Permit Conditions:
9 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.
nay - t THIS PERMIT 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.
MASON COUNTY 415 N 6TH STREET,SHELT967 WA 98584
• SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
8 No clearing is authorized within 75'of the stream and no structures within 90'.
9 Maintain 90ft from OSS components to waterline
Z C> a
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
MASON COUNTY DATERECENED: V
AMOUNTRECENED: �(O RECE DBY: '
Public Health & Human Services 7 v m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400
415 N.6th Street-Shelton,WA 98584 S\AJG _ (�('�c O
�J V z N
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m ITI
David Fuller 206-636-8136 z
c ,
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
11010 Harbor Hill Dr#306 Gig Harbor WA 98332 M
SITE ADDRESS-STREET,CITY,ZIP CODE
Lot 55 NE Rhody Ln Tahuya WA 98588 I '
NAME OF DESIGNER PHONE I N
Rod Left 360-698-8488
NAME OF INSTAtLERy ' PHONE D
I W
PERMIT TYPE(select one) DRINKING WATER SOURCE N I N
O
®RESIDENTIAL OSS DICOMMUNITYCSS ®COMMERCIAL OSS S PRIVATE INDIVIDUAL WELL S PRIVATE TWO-PARTY WELL z O
TYPE OF WORK(select one) PUBLIC WATER SYSTEM Lake Christina Community HOA
JO]NEW CONSTRUCTION/UPGRADES DIREPAIRIREPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR (31
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE
RIDESIGN FORM(REQUIRED) ®SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/112025?
DWAIVERSIFAPPLICABLE 2 0.52 [3 YES Q NO 0 ( O
DIRECTIONS TO SITEAND SITE CONDITIONS:(ex.locked gate)
IC
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS c , r r COMMENTS/CONDITIONS
44
CjS /
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 FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
THIS 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 2 0 5 0 0 0 0 5 5
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist.
Scaled plot plan,including all applicable items on checklist. "Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum a er size: 11's X17"
1I Permit Number: SWG 74— oQQ5 ) Designer's Name: Rod Left
Applicant's Name: David Fuller Designer's Phone Number: 360-698-8488
Mailing Address:
11010 Harbor Hill Dr#306 Designer's Address: PO Box 2954
Gig Harbor WA 98332 City State Zip Silverdale WA 98383
City State Zip Designer's Email info@acmeseptic.com
Treatment Device
❑Glendon ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter ®ATU NuWater ❑Other
Treatment Level(check all that apply): ❑A V(B ®C ❑BL1 t(BL2 I 'BL3 YJ'E YI1 N
Drainfield Type
❑Gravity ❑Pressure ❑Trench ❑Bed i 'Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class Netafim
Daily Flow:Operating Capacity 180 gpd Length 300 ft 1✓
Daily Flow:Design Flow 240 gpd Diameter 1 in
Septic Tank Capacity(working) n/a gal Number 6
Receiving Soil Type(1-6) 4 Separation 1.5 ft ✓
Receiving Soil Appl.Rate p $. gpd/ft2 Orifices
Required Primary Area 450 ✓ fl.2 Total Number of Orifices 300
Designed Primary Area ft2 Diameter n/a in
Designed Reserve Area „ b® �"' ft2 Spacing 12 in
Trench/Bed Width U-no n/a ft Manifold
Trench/Bed Length 300 ft Schedule/Class n/a
Elevation Measurements Length n/a ft
Original Drainfield Area Slope 5-15 % Diameter n/a in
New Slope,If Altered n/a % Preferred manifold configuration used? ❑Yes No
Depth of Excavation Up-slope 13 in Transport Pipe
from Original Grade Down-scope 13 in Schedule/Class 40
Designed Vertical Separation 12 in Length 40 ft
Gravel-based Drainfield Required? ❑Yes l6 No Diameter 2 in
Pump Required? Rf Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Duff,in Elevation Between Pump&Uppermost Orifice 18 ft Dose quantity 10 gal
Drainfield Squirt Height/Selected Residual(head) n/a ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice l 'Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 4 gpm Gf Timer Rf Elapse Meter Gif Event Counter
Calculated Total Pressure Head n/a ft If Timer: Pump on 2min 30sec ,pump off 1 hr
Comments
APPROVED
MAY 28 2026 Revised:6/11/2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET
' r
DESIGN FORM—PAGE TWO Assessor's ParcelNumber121 21 I 3 2101 5 0101 01015151
Permit Number: SWG
DESIGN CHECKLISTS
.r
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
its Test hole locations f Drainfield orientation and layout Reference depth from original grade:
V1 Soil logs lf Trench/bed dimensions and Pf Septic tank
Vf Property lines critical distances within layout V( Drainfield cover
❑ Existing and proposed wells ❑ D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Zf Septic tank/pump chamber and restrictive strata:
Measurements to cuts,banks,and locations
Laterals,trench/bed,top and
surface water and critical areas Observation port location bottom
❑ Location and orientation of 1,f Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ❑ Manifold placement ❑ Sand augmentation
components
v Orifice placement Other cross-section detail:
QT Location and dimension of d i Lateral placement with distance id Observation ports/clean-outs
primary system and reserve areaVii to edge of bed
Buildin g Other Information
gs
V! Audible/visual alarm referenced Yes No
Direction of slope indicator pf Scale of drawing shown on scale ❑ I 'Design staked out
V1 Waterlines bar ❑ VRecorded Notices attached
Vii' Roads,easements,driveways, ' Elevation benchmark and relative O idWaiver(s)attached
parking elevations of system components it O Pump curve attached
Vii North arrow and scale drawing ❑ l 'Evaluation of failure
shown on scale bar Non-residential justification
❑ ldWaste strength
❑ &(Flow
DESIGN APPROVAL v }
The undersigned designer must be notified by instaJr at time,of- stallation EZ'Yes ❑ No
Signat a of 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-site regulations:
c- 1v frL4
Environmental Health Spe ialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.V' The (z �2�
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. Revised:6/11/2025
W Lr
• ,--, ._ .. vcacl:Yrfr.�.arit ya4rv+,a'BY rvlrca�fiti'tcc
APPROVED
N`� MAY 28 20
MASON :.. . 26
• E
EN�RONMNTAI H
EALTH
1W . II : j1 J LY
PART US NuWater NR Assembly Diagram
i!1 DUAL PiJ TAERAIOR: •M WOIEFI IS≥=Ft;Rl(-W
B,;31¢°RUBBER.BD':V CIAMP.S:(2) N"PVC(3=4)2°SECTION):
C 315"BAT BED f►dAf''IYSR X f 'NP's 2). 0 1°:SLIP CAP
6,112 5LIP:X'112"NPTADAPTOR P1It3 (EHR:PVEyOSE(OFrIONAI.s�• +
r'STREET X.112"NPT'BUSHING.(3 ac i/r'•_PVC.PIPE(BY INSTAI t E1)
F,:112'90°ELBOW(3) R..1 PVC piP BYiNSTALtEI)
L '1"X1"-'X 1C2TEE• S.2"PV4PIPE(BYNSTAIIER)
H::l"90`.EL80VI((3) T,1/8`BARBED.ADAF�QR Z0; 14."NPT(2):
1:.2';X9"•$i sH1Nts U:t1/2"STREE ?S Ito"NF7:BUSHING.()
�.2"S�4NCIY.�Y'tEE� "Ne1I2�:t?UC::C;OUPCEf3-(?.j .
ci°PVC..GRS$. W 2`Cflf1Cth( LL
I.i"OOCJp1El₹4$Y•) STAL )' '
Revised 2/25/12
9'-2"
WATERTIGHT LID VENT(typ) DUAL PORT AERATOR
RISERS(TYP)
36"MAX, 1"PVC(TYP) o
_ II Si ___
0 1/2"PVC MASTIC
'I._ J, _______ _______________
AIRLINE
4'
2"COUPLING
&REDUCER 6'
2"TEE 1"PVC SLUDGE
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
65"
FLOOD:191 GAL.
58"
54" 50"
53"
O 0 0
APPR0VE1136" o 0 1"X12"
/ o TEE
c c o
MAY 28 2026
MASON COUNTY ENVIRONMENTAL FE L' •
DIFFUSER BARS(2) 12'
RET
PARALEL TO TANK WALL G 4"
3" SLUDGE RETURN
1.5"TAPER
SIDE VIEW
"=1.4 h STONE-FREE NATIVE SOIL
OR COMPACTED SAND
INSTALLATION INSTRUCTIONS I
OVER STONY SOIL
1)Excavate tank hole with vertical walls to 1 foot larger than
tank on all sides.
2)If bottom of hole is stony,Install 3"of compact sand&level 9-2"
out with screed. --- ---- ---
3)Install tank in center of hole,keeping 1 ft.void space on
all sides. 1 24"RISERSI!TYP) 24"ILOWER
11 OUSING CASTJ
4)As tank is filling with water,fill In void space with compact I N TOP OF LI
granular(sandy)soil free of large clumps of clay. I I I
5)Install rest of system,&affix risers to adapters with I I I I
I I I I 4 6~
waterproof adhesive.
6)Perform watertightness test infield as required by local
jurisdiction. I I I 12"RISER I I
7)Upon approval to backfill,carefully backfill with native I I I
soils over top of tank. I TRASH CHAMBER II DIGESTER I I CLARIFIER
8)Final grade the surface to avoid chanelling surface L-------1 L-------I L
water toward tank.
TO P VIEW
1'-2.8k
(
r,,VLRa�o,4 AEROBIC TREATMENT TANK DETAIL FOR
NuWATER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. REVISED: /O�/��
e Wastewater Treatment Technologies`"�•�,,,.,,��4"° P.O.BOX 321161,Flowood,MS 39232 SCALE:
(877)836-8476 (601)845-4716 fax 1" — 1.4 ft.
www.enviro-flo.net
Table 1 z Drip Dasaign Pararatfr'a.
Select Option ❑ O IO1 ❑ - ❑ III ❑ ❑
______ ___ ___ rg
Bedroom$ Minimum numberaanfttcrs required
1,st vs;ut t s�_: � 'i^x�- Wit•=r.- , k �'.�-t
2 240 240 30D so .
3 360 360 450 sl, 450
4 480 480 600 OlJ j, 600 (b 4 4.QT 9
5 6010 600 750 , 750 4 E8i1 24 Jä
Bedrooms Dripline require-d at minimumemitter spacing(ft
2 240 240 300 30q
3 360 350 45ti 450
�•—s�-mac-�
4 480 48° 600 �Q t₹1600
5 600 600 L750 , 750 "1 5 n Th[Ii t OC4
Minimum emitter spacing(ft)
Minimum driplinc spacing(ft} 3
t t "15Y 2 2 ici 2
Bedrroms Minimum ddpfield area{f}
2 240 240 450 .600360
�v��..:=i:M;-sc - :.a5�N'•"� (r_..r.:..�,'e'.:a=:jam
360 675 90
4 480 480 90D •'1200
5 600 600 c : .. a .
Minimum:number of distribution zones
2
APPROVED
MAY 2 8 2026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
LfCEN EO F
NER
EXPIRES 12r1s1
• i
/ NETAFIMTM
GROW MORE WnH L.E55
FILTRATION
MANUAL DISC AJf4,
FILTERS ',
FILTERING QROCESS�r ;`Fyn k}
Grooved c mpressed FL disc rings pruce
r�-�adeepfilttaron�rocess Astiirt�water�� , �:��
tipumped Intotiie filter and pt essuremcreaes j£ ter.
op the ouystde�of the filter�the water pressure rE
omp�essesthe ringstogefhertighd�r Y �
Groofv m the disc ring cnscloss,forni ng
three,dimensional ne iivorkthatlERPAP rti1cles i ,���
F The.Rumberof�cnsscrossediinerseeUan points
won eachrgroovevanes}depe�td►�g onflltraton
gaade Thett�rbulence�lnthe�rarymgpathsnd
tttt lage qumber of lntersecUonscreate an}�r, {
®. � enironmen�twe paFticles areeventuallYl zxk
trap ed }t
3/4" 1" 2"DUAL LITE iY nhies design f tars the dl ty water the rough y,not r �y I
0^1�ly fteuteC surface of t(te cyliMrlcalfSC 1 {a
fllibutthUghtheeptiredetttL9fCVerVJIngs
w Imo= `g Qves The resutls a larger;more fficient 4
_ 1411x# r �" � �,y rilterttfg area(when compared to s�cleen�fllte�rs)
y it o�'e debris be ca � � f
waf r1 ittngd?om the filter
fig' y of e f reimul_P e dlsc rr�' eslgn c pft`z� - K� �a
L�IUl=Llore derts= �� �n� ?a y crr a
� � eaten r�gPaje+ m m€I qs<ussete n t '�� rz
1 -!X� �5; �n. Gllf]* ��cmu- "' ri..✓ 3 .=. 4 '3a- 3c`"i.h '^'C2 1 c � '
�
Rrlg: e eas�ly�remavedar ,asc e`anmgwttt�zii rw �ry �,
�
p Filtered Water I
�,. o � >rq dtserri g ak d nTt CElio to i` ri� r®' t ;
a Is Sandey .r Y, D�scRings tis
.sue. {a- Fr rt r > r
-'- �� -��
APPLICATIONS
_ rti� a4 a i• Primary irrigation filter for relatively clean or average water quality $" S � a }
• Protection of irrigation systems from clogging and/or abrasion
` " � �� M
Top,'bwofiscGtg
t `CvfCi
yn
.a
MESH I MICRON DISC COLOR I
040 400 I Blue I y
200 yellow
120 130 Red
140 115 j Black
200 55 Green ___
Substitute'in Model Number for proper mesh.
APP
MAY 2
MASON COUNTY ENV HTh -
-
LOUT
OUT E- SIN
FLOWRANGE I 10-35 GPM
MAXIMUM PRESSURE I 140 psi
FILTERING SURFACE AREA I 49 sq.in.
FILTERING VOLUME I 27 cu.in. FLOW RANGE 10-52 GPM
LENGTH I 105/8" MAXIMUM PRESSURE 140 psi
WIDTH I 77/8" FILTERING SURFACE AREA 78sq.in. t
WEIGHT I 2.4Ibs. FILTERING VOLUME 36 cu,in. FLOW RANGE 140-120 GPM
DISTANCE BETWEEN ENDS I 77/8" I LENGTH 141/2" MAXIMUM PRESSURE I 174 psi
INLET/OUTLET DIAMETER 11/2"Male WIDTH 77/8" FILTERING SURFACE AREA 147 sq.in.
MODEL NUMBER I 25A15-" I WEIGHT 3.3Ibs. FILTERING VOLUME 75 cu.in.
DISTANCE BETWEEN 77/8" I LENGTH I 143/4"
INLET/OUTLET DIAMETER 11/2"Male WIDTH I 101/4" I
MODEL NUMBER __ 25A17-*** WEIGHT I 11 lbs.
b ^ V D DISTANCE BETWEEN ENDS I 101/4"
INLET/OUTLET DIAMETER 2"Male
MAY 28 2026 MODELNUMBER I 25A30-***
MASON COUNTY ENVIRONMENTAL HEALTH
RET
FLANGED GROOVED
FLOW RANGE 80-220 GPM FLOW RANGE 1160-450 GPM FLOW RANGE 1200-600 GPM
MAXIMUM PRESSURE I 140 psi I MAXIMUM PRESSURE I 140 psi I MAXIMUM PRESSURE I 140 psi
FILTERING SURFACE AREA I 287 sq.in. I FILTERING SURFACEAREA I 574 sq.in. FILTERING SURFACE AREA I 574 sq.in.
FILTERING VOLUME I 108 cu.in. I FILTERING VOLUME I 216 cu.in. I FILTERING VOLUME I 216 cu.in.
LENGTH I 24 7/8" I LENGTH I 47" LENGTH I 47"
WIDTH I 123/32" I WIDTH I 13" I WIDTH I 13"
WEIGHT I 31 lbs. J WEIGHT I 52.8 lbs. WEIGHT I 57.2 lbs.
INLET/OUTLET DIAMETER I 3" I DISTANCE BETWEEN ENDS I 1717/32" I DISTANCE BETWEEN ENDS I 1717/32"
MODEL NUMBER-FLANGED 125A53-**"FNEW I INLET/OUTLET DIAMETER I 4"Flanged INLET/OUTLET DIAMETER I 6"Flanged
MODEL NUMBER-GROOVED 125A53-***GNEW I MODEL NUMBER I 25A78-***F MODEL NUMBER I 25A80 F
MANUAL DISC FILTERS
FLOW RATE HEADLOSS(psi)
(GPM) 314"_ j _]1"SUPER 11/2" 11/L"SUPER 2"DUAL HP 2"DUAL LITE 3"iWIN LITE 3"ANGLE 4"TWIN 6"TWIN
10 ,I � I
17 0 J I
22 � �
26 J—J " � � I �
31 '°Zs 0 79021Q � J I J J
35 —�_�� : 50 .�_2_-�3Q X72:5010 � I I I 66 —_ I � J I. 1 �� � I
86 — I i 03 -: i 03 II0 __I_I
I_ I
110 J —_i — I
132 I���� �_I_I I I
154 J, _J 1 I I_
176 � J I _ J 228 F — I
198 —_..] _ I — I— I I
220 � __I___iJ__ Jfii I— I
242 — -____i__i— I__— II
264 JJ _______ J ]—____ ___________I _I_I
286 - -i__________ J___________ __________ I_I_I
308 — —J —�__________ __________ __________ ____________________ I F
330 J J __ I
350 — _U_I I I �
400 —J— U _I _I 13Y'
J I I I
600 J—J I
CHART LEG END The losses shown are For filters with 140 Mesh
f f f River,ditch,pond,lake or reservoirwater
Qe�Q ? Well water containing sand only
Municipal supply i4 Pp 0
1 I i I s
�OU MATERIALS MA MAY 2 8 2026
FILTER SIZE MODELNUMBER I ■ Disc Rings:Polypropylene N'y 1ROI�
3/4" 25A45-*** I ■ 0-Rings:EPDM Rubber �4ENrgl HEALTH
1" 25A47_*** I ■ Clamp:Stainless Steel(except 2"Dual ��
1"SUPER 25A48-*** I Lite and 3"Twin Lite which is Plastic)
11/2" 125Ai5--***
11/2"SUPER 125A17-*** I
2"DUAL HP 25A30-*** I
2"D UAL LITE 125A2DL-*** I j
3"TWIN LITE 125A3TL***F I 1, NETAFII VI�'
3"ANGLE FLANG ED 125A53-***FNBV I GROW MORE WITH LESS
3"ANGLEGROOVED 125A53-"*GNEW
4"TWIN FLANGED 125A78-***F I NETAFIM USA
6"TWIN FL 25A80• F I FREE
ANGED *** FR ,
I FRESNO,C CA A 937722 910E HOME 7
7
Substitute""for proper mesh size. CS 888 638 2346
www.netafimusa.com
A024 12/13
NETAFIMTM
WASTEWATER DIVISION
1
BIOLINE°
DRIPLINE 1 , , . a .
----
impregnated into the
emitter serving as a
natural antimicrobial
agentto help prevent PPR
R
microbial activity.
MA,Y 2 6 2026
MASON COUNTY ENVIRONMENTAL HEALTH
RET APPL[CATIONS
• Typically installed following a treatment
censure mpensa Io al rr- e s e e7e e iow"even o process
sopo o r gee rc ai Can be used with domestic septic tank
• Ar u o ath u done Bono oides tilo.r cnn old ,': effluentwith proper design,filtration and
wteç.anq jghesistanaatojoggmg operation
•` fanuo ssel Plus tBg rip ee'desig plussebis slt=rs • Reuse applications including municipally
tl�eete_ rougpio tnper�ro oN-jirstY he beg n ng r--ems o Via . treated effluent designated for irrigation and
` c (e 'sure , irate d''drr Ver�oe a o other disinfected and non disinfected water
' Pf
r a:'o e� rr°,er Rut emfPo t brn� a, sources.
{ tte ote Aga n ri one _ SPECIFICATIONS
AILo s the drijiioeto be sednn bsurfaoe ap °n withouts
a 1 ote r� • Dripper flow rates 04 0.6 or 0.9 GPH
e e: cal
Dripper spacings:12",18"or 24"dripper
D r ers aptiii'e wflowfoji,- e center o e-tuGin re:suns_ L
� k h f spacings and blanktubing
ao he eae ' 0 e S adri e }
Bu J iph ak ooh I r eT � - r • Pressure compensation range:7 to 58 psi
•p erS a .,projected om:r o �_
h ''si • wine e e rc� rgt�Gtjp E Maximum recommended system pressure:
�' T r ep ? {a rCafes. o ide aft Cl st an'g;e oy o v rates 58 psi
�^ awa IabAll w ghee rg ea ato�hednplrn'eo₹an so71 or#slope M • Tubing diameter:0.66"OD,0.56"ID
a d r. E „jam Tubing color:Purple color indicates non
-
olr e •u r gs mplete w ap t easiIyideoti1Jn r fa_`" potable
on� o ae usewreffard vss:o �etufi Ts SOI-Pd- • Coil lengths:500 or 1,000'(Blank tubing in
p.
• �uo� roxrre` preg atedats `r e ce a orb 250') i
ale 'e .mg Ptocesselis. i g eill� ,s ffe sv nth ug aut a • Recommended filtration:120 mesh
• Bending radius:7"
• B o r ca ea1l sfa a,ce a-cove fsuhs pa-e. _ s,. • UV resistant
e No eta rag .e� creme — oes s o �" • Tubing material:Linear low-density
polyethylene
Additional spacing and pipe sizes available
by special order.Please contact Netafim USA
' r` Customer Service for details.
I .
BIOLINE DRIPLINE
t I t r
ADDITIONALFLOW OF 2.3 GPM REQUIRED PER LATERALTO ACHIEVES fps ADDITIONAL FLOW OF 1.2 GPM REQUIRED PER LATERALTO ACHIEVE 1.5 fps
DRIPPERFIOWRATE(GPH) 0,4 CPH 0.6GPH D9 CPN 0.4CPH ObGPN 09 CPN 0.4GPH 0,6 GPH 09CPH DRIPPERFLOWRATE(CPHI 0.4GPH 0.6 CPH 09 CPH 0.4 CPN Ob GPN 0.9 GPN 0,4GPH Ob GPH 09CPH I
IS 15 102 94 J_iL] LiaiJJ 113 161 ,11 � 137 15 201 ,171 � 140 275 735 I 191 289 241
25 151 138 J 118 243 J.JJ..JLJ 245 _J 197 25 266 _J 179 J 366 308 t51 453 313
35 193 171 146 260 232 200 315 283 245 35 316 262 210 437 365 _3 JLLi 369
10 211 I88 158 286 154 218 347 ' 2
311 267 ty 40 337 8f1� J JJJ
469 391 313 563 487 393
RI 45 228 200 1-69_ 310 274 2M J 3J 287 z 45 358 79fi J 235 497 413iJ
331 619 5O 415 j
Rowperin3(GPMIGPH)I a6ttn 1-1 1 —Ia— —41 1-1 a— allot anl+a RowperlI'(GPM/GPH)I motet tms1J WOe &Wra6r 0041 LaIsl aYM ascot an,.
Lateral lengths ere based on flows allowing Pore 3 fps nushlng1scouring velocity Laterallengths are based on flows allowing fora 15 fps nushinglscourtng velocity
AIIIAIl0fiItgIuIS!5fiLt1I0eoffthfoffif,fIP.1fllf1ItOi45IIMf' 1 1 1
AnomoNALILOW 0FZO GPM REQUIRED PERIATERALTO ACHIEVE15fps AODITIONALFLOW OFO.8 GPM REQUIRED PER LATERALTOACHIEVE 1.Ofps
DOIPPERFWWRATEIOPHII 0.4GPH 4fi GPH 0.9GPH 0.4GPH 0.8GPH 09Gff 0.4GPH 0.6GPH 0.9CPH DRIP ERFLDWRATE(GPfHI PH 09GPN
I5 128 115 100 172 155 136 205 187 15 248 2^0'5^ I 163 J 285 .J 427JJJ
355 2855 j
v$ 25 183 161 J 131 248 720 188 30I J 268 231 25 315 L 203 J 361 286 549 453 359
6 35 728 198 168 310 272 229 379 333 J 283 I W, 299 734J 513 419 3,31 673 527 417 (j
ry 40 I248 214 178 338 295 3
247 413 362 305 Cj 40 389 16 248 545 J
445 a M 559 441
? 45 266 Y79J 190 _J 316 263 447 389J I 409 332 J—YI 574 1 468 347 72 5891 46.3
Fbwperl00'IGPM/GPHII a671a Im16I Isv=L aWus7 - 11 —1 5avm oslol onle Rowper100'(GPM/GPH)I aa11a tm/61 J aWm67 0041 Imm wynm I astral w146
Lateral lengths are based on flows allowin for a25r s flushi scaurin velocity Lateral lengths
g g p rag/ gerehosedonlbwsaVawingforalipsnushingfscoudngvelociry
I 1 1 1 '
ADDITIONAL FLOW OF 15 GPM REQUIRED PER IATERALTO ACHIEVE 2.0 fps ADDITIONALFLOW OFO.4 GPM REQUIRED PEE LATERALTO ACHIEVE 05fps
DRIPPER FICWRATE SPRIT 0.4GPH Ob GPN 09CPH 0.4CPH Ob GPH 09GPH 0.4CPH O.6GPHOyffiJ DRIPPER FLOW RATE(GPHII HçJyJ 0IS 9 GPH O.q CPH 0.6GPH 09CPH
I5 I61 141 119 217 191 164 263 J 201 15 301 242 ,18'8e 472 341 765 LLJ -
25 221 190 157 302 261 2I8 369 R. 270 '' 75 369 296 J J..iiJJ
418 323 655 527 4D9
35 269 229J 1W 370 316 260J 455 391J . J 324 I421 331J 260 695 J 476 368 I 749 603 J 467
40 295 I 248 200 399 340 2,7rc8 I 493 421 341 ty 40 443 354 27'! 501 36/J 790 I 635 49I
45 310 261 212 427 362 J �5�21_ 449 369 x 45 464 371 765 J 656 524 829 665J fi13
RowperID0rsPM/GPHII 0flg0 Imla1 1-1 a4vas67 ae15 t j,5((jj,5( (j RowperlW(CPM/GPHII astlw ,.cold Lwaz awrsv 1. LIJ!0!LIsl um I aster anl,e
Lateral lengths are based an Ifaws allowing fora 2 fps flushingfscoudng velocity Lateral lengths are based on flows allowing fora 05 fps 1Wshfnghcourtng 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 may be written into codes.
2. Netafim does not endorse a specific flushing velocity.
3. Flushing velocities should be determined based on regulations,quality of effluent,and type of flushing control.
4. Using a flushing velocity less than 1 fps does not provide turbulentflow as defined by Reynolds Number.
5. Higher flushing velocities provide more aggressive flushing.
MAY 282026
DRIPPER FLOW RATE VS.PRESSURE MASON COUNTY ENVIRONMENTAL HEALTH
1.0
0.9 , IU1&h1 ;1111iI
0'6 DRIPPER 0.4 GPH DRIPPERI 0.6 GPH DRIPPERI 0.9 GPH DRIPPER
O 0.7
os ,, SPACING GPHI GPMI GPH I GPMI GPIII GPM
0.5 12" 140.01 0.671 61.01 1.021 92.01 1.531
03 I 18I 26.7I 0.44I 41.0I 0.68I 61.0I 1.02
0.2 24' I 20.0I 0.34I 31.0 0.51I 46.0 0,77
0,1
0
10 20 30 40 50 58
PRESSURE(psi)
Between 0 and 7 psi,the dripperfunctions as a
turbulent flow emitter,ensuring thatthe 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 throughout the 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 bythe landscape.Theseunique a drippers g
longevity and prevents allowthetubin to be
dirt particles from installed on flattopography or steep slopes.
settling in the dripper.
Bioline drippers are protected against microbial activity.Copper
oxide impregnatedXRdrippers—Copper,a natural antimicrobial
Tr,::,;:_:, •< material,is used to help prevent microbial activity.
Chemical-resistant
molded silicon
diaphragm Netafim drippers are continuously self-cleaning during
operation,not just atthe beginning and end of a cycle.The result
is dependable,clog-free operation,year afteryear.
Bottom of Dripper
Large and effective filter
area prevents penetration of
coarse particles inside flow
path.Superior clog resistance
for effecient irrigation.
1'1
FLOW DRIPPER COIL MODEL
RATE SPACING LENGTH NUMBER
0.4 GPH 12" 1,000' 08WRAM.4-12V
SPECIFYING INFORMATION 500' 08WRAM.4 12V500
' OBWR M
SAMPLE MODEL NUMBER 0.4 GPH 1B 500' OBWRAM.418V500
1 2 3 ����
Bioline f; ► , 0.4 GPH 24° 1,000' 08WRAM.4-24V
Bioline
=08WRAM 500' OBWRAM.4-24V500
A o.6 GPH 12' 1,000' OBWRAM.6-12V
500' 08WRAM.6-12V500
DRIPPER DRIPPER COIL
0.6 GPH 1B 1,000' 08WRAM.6-18V
FLOW RATE SPACING LENGTH 500 08WRAM.6-18V500
l
O.6 GPH -b 18"=18 1,000'=V 00 0.6 CPU 24' 50p 08WRAM.6 24V50D
09 GPH - 1 24"-24
0.9 GPH 12' 1,000' 08WRAM1 1ZV
501)' I OBWRAMI-12V500
BLANKTubing Model Number.250=oBWRAM-250 0.9 GPH 18' 1,000' OBWRAM1-1BV
500' OBWRAMI18V500
0.90 1,000' OBWRAMt-24V
GPH 24' 5D0 08WRAM124V5D0
A P P R® r7®E D Blank Tubing 17mm I 250' 08WRAM-250
MAY 282026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
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
£ 4Y
TLO50MA TL075MA TL075F rEE TL2W075MA
Y2"Male Adapter 3/a"Male Adapter Combination Tee 2-Way Insert
InsxInsx3/4"FPT 3/4"MPTxInsert ATLIAPVC-B TDBIT16.5 Pp
TLIAPE-B Insert Adapter with Grommet Drill BitforTLIAPVC 0 �
Insert Adapter for 1"or 1%2"or larger PVC Pipe Fitting(16.5mm or 21/32') MA,Y 2 8
Larger PE(Requires 11 mm
or 7/16"drill or punch) MASON C puN� N� ��o��26
FITTING DEFINITIONS
4R ENTAL HEALTH
FPT=Female Pipe Thread
MPT=Male Pipe Thread
TLFIG8 TLS6 Ins x Ins=Insert by Insert
Figure 8 Line End 6"Soil Staple
NETAFIMTM
TLSOV TLCV
Shut-Off Valve Inline Check Valve
Insxlns Flowfiange: 0.9 to 4.4 GPM NETAFIMUSA
5470 E.Home Ave.
• Opening Pressure: 10.2 psi
• Closing Pressure: 5.8 psi Fresno,CA 93727
(13.4 Feet Column of Water) CS 888 638 2346
www.netafimusa.com
W064 12120
. I
Mason County WA GIS Web Map
r = I
Al
1 , )� Fri
✓l ,r11J !
Izi p
Nt//
4 1f
J
•ski 7f t' f
' - z.Cr7'{ifs - - ` •
a / k
49811; f i
t
4/21/2026,2:39:41 PM APPROVED 0 0.05 1:0.61,114 0.2mi
13 County Boundary MAY 28 2026 0 0.07 0.15 0.3 km
'No Filled MASON COUNTY ENVIRONMENTAL HEALTH
El Tax Parcels (Zoom in to 1:30,000) RET
Sources:End,HERE,Garman,Intermap,Increment P Corp-,GEBCO,USGS,
FAO,NPS,NRCAN,GeoBase, IGN,Kadaster NL,Ordnance Survey,End
Japan,METI.Earl China(Hong Kong),(c)OpenStreetMap contributors,and
the GIS User Community
Mason County WA GIS Web Map Application
Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on it.https:/hnvw.masoncountywa.gov/dlsclaimer.php
AIR VACUUM RELIEF VALVE DETAIL
DRIP IRRIGATION TRENCH INSTALLATION DETAIL HEADWORKS DETAIL
PRESSURE GAUGE RETURN LINE
R.AJRNACUU
VALVE 1"BALL VALVE 3/4"FLO METER PRESSURE GAUGE
12"+OF COVER OVER DRIP LINE FINISHED GRADE
iFINISIiED GRADE
BACKFILLED TRENCH j
(NO DEBRIS)
6'ROUND
\\\ I VALVE BOX 112"SCH.80 NIPPLE �L LOW 1"PVC CAP
(LENGTH AS REQ'D) GAUGES o
12" 1!2"PVC
TMIII RENCH DEPTH COUPLING(TxT) 1"SSS PVC TEE
MINE AX y PEA GRAVEL SUPPORT BLOCK
TRENCH DEPTH `f SUMP
:gig +s THREE BRIO 1„PVC PIPE(TYP)
='i' ._-DRIPLINE :` SUPPORTS
FLO
"`'( lD10 o• SUPPORT BLOCK
'O.
O•
Y_ PVC PIPING
NETAFIM 1
n e -.
SUPER DISC FILTER
NATIVE SOIL, D 314"WATER METER
AND FITTING
UNDISTURBED
r_.11
SUPPORT BLOCK
*INSTALLATION METHOD:HAND TRENCHIDITCHWITCH OR USE NON-VIBRATING PLOW AND REEL NOTE FEMALE ADAPTER
AIR VACUUM RELIEF VALVE
CANNOT BE CONNECTED LOWER
THAN DRIPLINE HIGHEST LATERAL *TURBINE PUMP TO PUMP BETWEEN 30-60 GALLONS PER MINUTE
*DRIP LINE TO BE SPACED AT 1.5' DUE TO SLOPE *OSS TO BE MANUAL FLUSH & RETURN TO PUMP TANK
*OSS TO HAVE A MINIMUM OF 12 DOSES PER DAY *PRESSURE REDUCER TO BE ADDED TO HEADWORKS
1,200-GALLON CONCRETE PUMP CHAMBER CROSS SECTION CONSTRUCTION NOTES
PUMP TANK SETUP IS AN EXAMPLE ONLY. GENERAL CONSTRUCTION NOTES:Pvc spc�e Bos
S.
ACTUAL TANK SETUP MAY VARY, w C�Gdps I.
SEPTIC SYSTEM .CO.ND HAS ATTEMPTED
SUBSTRUCTURES.APPEARANCE ON THESE PLANS.HOWEVSTING UNDERGROUND ER.
DEPENDING ON PUMP AND TANK MANUFACTURER. DOES NOT GUARANTEE THE ACCURACY AND/OR COMPLETENESS OF THE LOCATION OR
Fbeylass Gaskeled udxit EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES.THE INSTALLER IS REQUIRED TO
Slatnless Sled Bolts TAUTIL T ES AND SUBSTRUCTURES,WHETHER SHY TOWN LOCATE
O NOT,AND
DIOR TO EXCAVATION TLLEXISTING
IN ANY AREA. SEPTIC SYSTEM CONSTRUCTION NOTES:
1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELD AREAS.
2.THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENT A SURVEY,NOR DOES
klspeG0IR1 A1X6R 24"RISER PVCRIWYAlI1G1°OUneI(s) IT PURPORT TO SHOWALL EASEMENTS OR ENCROACHMENTS,IF ANY.ACME 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME.
,� 6GTWnd 24 Rises and Lid
,,„,1Iolanlladalerwit1 DESIGN CO.RECOMMENDS THAT PROPERTY LINES BE LOCATED OR SURVEYED
aP ^' P PRIOR TO SYSTEM INSTALLATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED 3.NO BURNING ON ANY DRAINFIELD AREA.
AMfromRiuv �(algloendSUdM6) \ WEITJIN1dedB�IeS1) BY THE PROPERTYOWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR
ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITH 50 FEET DOWN SLOPE OF ANY GRAINFIELD.
DsdlalpeAsma* LINES OR CORNERS THAT ARE INACCURATE.
, 1 _
3.ALL WORKMANSHIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY GRAINFIELD AREA.
Cmkl Io �— MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH
TankAdaplal LControl Pane 0 EMuenl Dlsdlarg® DEPARTMENT CODE. S.ALL DOWNSPOUTSISURFACE WATER MUST BE DIRECTED AWAY FROM DRAINF1ELDS.
(asl abdlE� COIL W ilSear 4.A PRECONSTRUCTION MEETING 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.
THE SYSTEM INSTALLATION.
B.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING GRAINFIELD AREA.IT IS STRONGLY
Intel5.FINAL SYSTEM INSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL
TB kAdapld(Yaslabolled)SYSTEM COVER ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. RECOMMENDED THAT THE ORA NFIELO AREA BE CLEARED BY THE INSTALLER.
9.SEED AND MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION.
S.A SMAWCRITICAL LOT 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 THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC
LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION.
SYSTEM MUST BE WATERTIGHT TO THE SURFACE.
CherkVaNO(op6Gna) 7.ACME DESIGND CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BETWEEN THE MONTHS OF
FbaI ASSea1Hy 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 RECLINE AND PROVIDED TO DESIGNER.
0.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY REQUIRED INSPECTIONS
WOIkk10 Float OF THE SYSTEM,SOME EXCEPTIONS MAY APPLY.PLEASE CONTACT ACME DESIGN CO.AT 12.WATER AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH
360.686.6480 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES.REGULATIONS.AND POLICIES.
Redlndanl Off Float B.LOCATIONS OF EXISTING UTILITIES SHOWN ON THE SITE PLAN ARE AS ACCURATE AS POSSIBLE.
N HOWEVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF 13.GRAINFIELD LATERALS MAY BE NO CLOSER THAN 1.5',2'OR 3'(SEE DRIP PARAMETERS)ON CENTER
ERtoent Pump ALL EXISTING UTILITIES.THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE.811
VISIT HTTPJNNNW.CALLe11.COM FOR MORE INFORMATION. 14.PROPERTY OWNER IS RESPONSIBLE FOR SOIL LOGS TO BE FILLED UPON COMPLETION
10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION
TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES
AND ROADWAYS.
11.IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED
SEPTIC DESIGN ON THE CONSTRUCTION SITE DURING WORK HOURS.
NOT TO SCALE 12.ANY CHANGES TO THIS SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BYACME DESIGN
CO.AND THE COUNTY HEALTH DEPARTMENT. ACME DESIGN
13,PRIOR TO■ACKFlLL ALL SEPTIC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACME
DESIGN CO.BEFORE ANY N •TH DEPARTMENT INSPECTIONS TAKE PLACE
�cc� /fp APPROVAL SHALL NOT RELIEVE THE INSTALLER OF THE RESPONSIBILITY TO
4'- p p U n p ED
CORRECT ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND
(�(_(� " // F7 INSPECTIONS.IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY ACME DESIGN CO. A
AND THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS. DATE- 14 APRIL 2026
1 ^ 226 14.IF THE INSTALLER ENCOUNTERS ANY DISCREPANCIES BETWEEN THE DESIGN,CALCULATIONS.
DATE- APRIL P.O. BOX 2954
OG2 M '( MU 3/.MU SPECIFICATIONS,AND/OR EXISTING CONDITIONS ENCOUNTERED.THE INSTALLER SHALL IMMEDIATELY
Y1 NOTIFY ACME DESIGN CO.AT 360.698.0465. NAME- FULLER SILVERDALE, WA.
LEFT O 111`t��l T16 I�� 15.PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQ'D)ARE TO BE DESIGNED BY LICENSED INDIVIDUALS
LICENSE ESIGNER C L'R I 6 IAW WITH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN 98383
MAC0\I GOU� G Y 11` IS FOR ILLUSTRATIVE PURPOSES ONLY,AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION TAX I D- 22320-50-00055
J 1a FOR STORMWATER MANAGEMENT FOR THIS PARCEL
EXPIRES 12£i61 166.INCESTA RHOOF/TEEAM DESIGNERME COR�FOE IRGJEST 10181
tFR LINE WAVING NOHE(ETIN�STAUER
"'"T INSTALLER TO VERIFY SETIUICS BY PERFORMING DRAWDOWN.RUN TIME AND SQUIRT TEST.TEST RESULTS SHALL BE PROVIDED STREET- NE RHODY LN TEL. 3/60-L6+98-T-'/8�4/88�,F
70 THE DE51GNER ALONG 111111 ANY NOTICE TO TITLES OR ANY ADDITIONAL DOCUMENTS REQUESTED BY THE HEALTH DEPT. INFO@ACMESEPTIC.COM
17.ENFilY FIWNG OUT READY REQUEST 10111115 RESPONSIBLE FOR ANY ADDITIONAL INSPECTIONS DUE TO SITE NOT ALIGNING
INIH SUDORTD RUDE REOU6T FORE AOOITDNAL O6PECIION5 WILL BE CIMRUD AND WET BEPNO PRIONTO DRECIION
Tf-/IS /S NOT A SURVEY ALL PROPERTY LINES/BC)UNOA FIE S HAVE
USE NUWATER PANEL MODEL EAS-SI-PT ETM CT LAA 0' 5'10' 20' 30' 50' 75' 100' BEEN DEMONSTRATED BY THE OWNERS) AND/OR TI-/B/F? AGENT(S).
AND FLOATS. - INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBACKS
-'IT IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVI ID TO ACME IN WRITING
ANY ANp ALL INFORMATION PERTINENT TO THE CEVE LC)PM ENT OF SEPTIC FEASIBILITY .Ni p/OR
C)591(5 NJ INCLUCA NG ALL GRAY/BLACK WATER STUB OUTS, UTILITY LOCATIONS. PROPERTY ID MENSI ONS
SCALE (FEET) pl N1ENSIONS, EASEMENTS. BUFFERS ANp SETBACKS REQUIREI BY GOVERNING OR REGULATING ENTITIES
C•- RY WEATHER INSTALLATION . F-4 ID SITE PREP REQUI REp.
PROTECT PRIMARY ANp RESERVE IRAI NI Fl SLID AREAS FROM ANY VEHICLE TRAFFIC.
^' NO FOUNpATi ON SPOILS OR BURNING C)NI ID 8I NFI SLID AREAS.
• CUE TO UNFORESEEN WATER TABLES. A CURTAIN IRA1N MAY BE REQUI REp.
CEP EN MI NG UPON FINAL ELEVATIONS,A PUMP MAY BE REQUI SW.
pIRECT ALL pOWNSPOUT/SURFACE WATER AWAY FROM pRA1N PIE LID AREAS.
IF IDF LATERALS OR MOIULES ARE pEPICTEp, THEY ARE APPROXIMATE ANC) MAY VARY,
P ROS/IpSC) THEY REMAIN IN THE p ELI NEATEp ID AREA_
ALL WELLS WITHIN 900 FEET OF PROP_ BOUNIARIES HAVE BEEN SHOWN (200• FOR CLASS-B WAIVER).
yr IDJ, EXCEPT FOR THE MI SP ERSAL COMPONENT. ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE.
r a+ t WATER LINE MUST BE A MINIMUM OF 90 FROM ANY SEPTIC COMPONENT.
L 6N8 DDE810NER MAINTAIN A MINIMUM 50' SETBACK IDOWNSLOPE OF I-PITS. MINIMUM OF 90' SETBACK UPSLOPE OF I-PITS.
SEEP ANp MULCH FINAL IRA1 NI Fl SLID COVER IMMEDIATELY UPON COMPLETION.
EXPII{Gt3 12IT6(� IDEPENpING ON THE TYPE OF ATU USEI, A TRASH TRAP MAY BE REQUIREI.
'(� LATERALS MAY BE NO CLOSER THAN S' ON CENTER (MAY I IF'FER WITH BEDS).
IF WATER ANp SEWER LINES CROSS. THEY MUST BE CONSTRUCTED IAW STATE 8.. COUNTY COpE_
SOIL LOG#1
SOIL TYPE:4
0"-26":REDDISH BROWN SANDY LOAM
WITH MEDIUM SAND&LOTS OF PEBBLES
p O
SOIL LOG#2
O
Cn _ .� SOIL TYPE:4
0"-30":REDDISH BROWN SANDY LOAM
- ----------- - WITH MEDIUM SAND&LOTS OF PEBBLES
-------------- N \O. RE100%
SERVE 96
-0' EL BENCHMARK
,O�G�( 033 SQ FT 82' SOIL LOG#3
a 3 HO SOIL TYPE:4
P OSED `� 0"-26":REDDISH BROWN SANDY LOAM
.."2-BR SE �•
-- WITH MEDIUM SAND&LOTS OF PEBBLES
O �`'-- ---------------
` •liea-- I
Utilities
- Water i
•
. u tef�Utilities
p t
7 PR• SD-:- , s, Water
IIRI WAY " t
ELOPE --------- - -------
ITRENCH CONSTRUCTION PROFILE
55
` BUILDING __
�„� PERCENT SLOPE IN PRIMARY: 5-15 %
Co
I MAXIMUM TRENCH DEPTH: 13 Inches
�� 99.65 (DOWNSLOPE SIDE MEASUREMENTS)
VERTICAL SEPARATION: 12 Inches
TRENCH WIDTH: 1 Inches
ADDITIONAL COVER REQUIRED: 0 Inches
O
Ir '+
LEGEND ACME DESIGN
APPROVED �` =SOILLOG
NOTE: --- NO BUILD ZONE
PRESCRIPTIVE FLOW CONTROL MEASURES ® --'• =CLEARING LIMITS DATE- 21 APRIL 2026
ARE TO BE DESIGNED BY LICENSED INDIVIDUALS MAY 28 2026 �-�+ii = LOW AREAS
IAW WITH APPLICABLE STATE AND COUNTY CODES. P.O. BOX 2954
MASON COUNTY ENVIRONMENTAL HEALTH TREES ,2' DIA NAME- FULLER SILVERDALE, WA.
RET p = CLEAN OUT - TAX I D- 22320-50-00055 98383
PROPERTY OWNER NOTE: = NUWATER/BNR-500
STREET- NE RHODY LN
Carefully review ALL aspects of this septic
design.ANY costs Incurred due to changes to 0 = 1200-GAL PUMP TANK TEL. 360-698-8488
this design after submission to the County Healthy Department
are the sole responsibility of the property owner. = HEADWORKS SCALE: 1"=30' SITE PLAN INFO@4CMESEPTIC.COM