HomeMy WebLinkAboutSWG2025-00449 - SWG Application / Design - 8/4/2026 MASON COUNTY 415"6SHELTON . SHELTO70,E 99504
SHELFAIR 3602754477,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: SWG2025-00449
APPLICANT REESE ET VIR KATHRYN Phone: 208-410-7237
Address: DAVID ELLINGSEN KIMBERLY, ID 83341
OWNER REESE ET VIR KATHRYN Phone: 208-410-7237
Address: DAVID ELLINGSEN KIMBERLY, ID 83341
SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255
Address. 171 E VUECREST DRIVE UNION, WA 98592
SEPTIC INSTALLER SHANE MAPLES* Phone: 360-463-8474
Address: 911 SE Arcadia Road SHELTON, WA 98584
Site Address: 900 SE Dahman Rd
Primary Parcel Number: 319142400020
New 6-bedroom (4-bedroom SFR+2-bedroom ADU) pressure system
Permit Description: with trash tank, NuWater BNR750 ATU, and Class A waiver(WA12026-
00062)
Permit Submitted Date: 11/1712025
Permit Issued Date: 08/04/2026
Issued By: David Anderson
Current Permit Fees Paid: $895.00 (addmo„al fees n,ay be required upon lnstulation of rnte„o.
Permit Expiration Date: 12/1912028 leased on dale or 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 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.
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/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
MASON COUNTY 415N6SHELTON , 0-4279 70 EXT 400
SHELTON:360-427-96]O, EXT 400
BELFAIR'. 360-275-4467,EXT 400
Public Health & Human Services ELMA. 360-482-5269,EXT 400
FAX:360-427-7787
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 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.govlhealth/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY*A
COUNTY °NrHL`E' ° ii 7
N D
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4mwNT xLEtly o. cervLDer. w m
Public Health & Human Services
4mironmStreet- Sh3O_427-967O.RIOSP .GO°or3fi6D5J46],ext.400 SWG .� _ .� / N_ O
415 N.6throam Ststreet-Shelton WA a I'/JyL(�-1ni�v0
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ON-SITE SEWAGE SYSTEM APPLICATION >
DE
PHONE r
APPLICANT Z
David & Kathryn Ellingson �^ (208) 410-7237
V 01
MSTREET.ING ADDRESS-STRE ,CITY STATE ZIP CODE imberly, ID 83341 CD
3519E 3980 N
STE ADDRESS-STREET CITY.ZIP CODE h helton, WA 98584 I W
900 SE Dahman Rd
NAME OF DESIGNER J� P 360 898-2255
Arrow Septic Designs, Inc ( ) O
NAME CR LNSTALLER PHONE 0
360 463-8474
Maples Excavating (360)
PERMIT_YPE(SAE one) D3INKING WATER SOURCE REOF GENTIALOS5 r1COMMUNTYOSS IJ,COMM A OSS IITWPRIVATE INDIVIDUALJVELL ft PRIVATE TWJ-PARTY WELL IZ IA
yr,PUBLIC WATER SYSTEM I
TYPE OT W'F1 2Gvnel NQ
f;NEW CONSTRUCTION/UPGRADES 'REPAIR/REPUCEMENT OT:-FRUFTFASIN SEWAlapply, ❑ TABLET REPAIR
❑ SURFACING SEWAGE ❑ EXISTING FE LRE D SHORELINE
SUB¢MIIDESITALS O I A
DESIGN FORM(REQUIRED) IKSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LUI I-—111 AFTER 4114025'1 O L
t]..WAIVER(S)(IF APPLICABLE) 6 5-56 ac. ❑ YES Q NO I o
DIRECTIONS T06TE AND SIZE CDND TIONS(A./o IPEaRJ
From downtown Shelton, take Hwy 101 S toward Olympia, exit at Kamilche SR108 by Little
Creek Casino, turn (L)go under hwy 101 on SE Old Olympic Hwy, turn (L) onto SE Kamilche r
Point Rd, turn (R) on SE Bloomfield Rd, turn (R)onto SE Dahman Rd, (R)at Y "894/896",
through black gate, (R) at Y"896" park at culvert"900" on small sign, yellow sign"Ellingsen" I I N
at driveway, walk straight in, then to (R)for test holes. ^'
S/TE MUST 9E RAGGED FROM MAIN ROAD AND TEST HOLES MUST 9E FLAGGED LNTN TEST HOLE NLMBERS.
OFFICIAL USE ONLY BELOW THIS LINE -
UPGRADE I FALLR5 SOURCE(f"repomn9 PUT--S)
❑VOLUNTARY O MAWTENANCEPUMPI NG O BUILDING PERMIT OHOME SALE D COMPLAINT O OTHER
COMMENTS]]CONDITIONS
6PECTOR SOILL065
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RECORD ORA VNG AND.NSTALLATION REPORT
SOIL CODES REQUIRED FOR FINAL APPRC
V-VERY G=GRAVELLY S=SAND L=LOAM Si SILT C=CLAY E=EXTREMELY P-ROOTS DATE
PE SIGNATURE DATE APPLICATION EXPIRATION GATE C A PROVF➢ ISSUED BY
iz /z lY lozg' � BIt'/?olc
IS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
Revised:411412025
DESIGN FORM—PAGE ONE Assessor S Parcel Number 3i91 9 1 9 - 2 4 - 0 0 0 2 0
A design sill 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 c.t checklist.
Scaled plot plan,including all applicable items on checklist_ 'Cross-section sketch. including all ap,flicahle items on checklist.
m ape) s I l /
This form may be scanned and available for public view on the Mason County Web sne. l✓
T . P`ARC'EI:YhwN'GfEFE"&TOri
2025-00449 Designer'S Name: Arrow Septic Designs Inc
pemucant s er SN C Ph (360)698-2255 ,
Damtl&Kathryn Ellingsen Phone Number'
Applicants Name . _. . -- Designer's 171 E Vuecrest Dr
3519 E 3980 N Designers.Address
Alailme Address: -_ _ -- Union, WA 98592
Kimberly,t �D 83341 City State Zip
,
Email aula hcto,com
State 7-i Designer's Email p (
DESIGN'EARAMET£RS
Treatment Device
❑U adnn 0 Sand P'.I,cr 0 M t nd ❑ sand tined 0raii, eld 0 Recirc.uhting F;ter D ATC
N w ereNR-750 Li pth=r 1,000 pre-vash
Treatment Level l,hcdall hi,tr Plr1'. - A LB OO C ❑ BLl 0812 1 BL3 +7F. 1N
Drainfield Type
❑Gravih Rf Pressure C�Trench ❑ Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 6 e Schedule:Class 40
Daily Floes' Operating Capacity 426 S Q'tpd Length 40 ft
Dail, I lov,: Design Flow S 920 epd Diameter 125 in
Septic Tank Capacity(tsorxiog) NuWaterBNR-750 gaV Number 10
Receiving Soil Type 1-6) 4 Separation 5 ft
Receiving Soil Appl_Rate 0.6 gpd3- Orifices
Required Prbnan Area 1,200 fC TotaiNumberofOrifices 40 x2 zones= 80
Designed Primary Area 1,200 ft` Diameter '5/32` jn
Designed Reserve Area 1,200 ft' Spacing 60 in
Trench Bed Width 3 It Manifold
Trenchtied Length 400 ft ScheduleiClass 40
Elevation Measurements Length (2)headers ft
Odsioal Drainfield Area Slope 6 a Diameter 1.25 in
New Slope. If Altered 6 Preferred manifold configwntion used' gYes ❑ No
Depth ofP cavation Up-s;a:c 20 in Transport Pipe
from Orisical Grade p,,,,.;,,_,;aac 18 in Schedule/Class 40
Designed Vertical Separation 25+ in Length 330 ft
Gravel-based Drainfield Requi ad' ❑ Yes A0 Diameter 2 in
Pump Required? Yes ❑So Dosing and Pump Chamber
Punip/Siphon Specifications Vumber of doses day 4 x 2 zones= 8
D3f.in Elevation Between Pump tv t-ppenaosL Orittee 5it Dos,quantity 90 gal
5 g Chamber Capacity (flood) 1,800 gal
Drainfield Squirt Height Selected Residual(head) -
Cape TDFal Higher ❑ Lower than Pump Shutoff
Pump controls: Please check those required.
Capacity(¢Total Pressure Head 25.60 gpm ( Timer 0 2 min Meter ❑went Counter
6924 If Timer: Pump or 2 min , pump off 3 hr
Calculated Total Pressure Head 1[ P
Comments
Revised:414 2025
��22
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 1 9 1 4 - ii -- 0 0 0 2 0
Permit tNumber- S WG 2025-00449
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
21 Test hole locations &6 Drainfield orientation and layout Reference depth from original grade:
56 Soil logs Trench!bed dimensions and lid Septic tank
� Property lines
critical distances within layout [Z Drainfield cover
9 Exisline and proposed wells +� D-Box'Valve box locations Reference depth from original grade
within 100 fl ofproperry 9 Septic tanklpump chamber and restrictive strata:
10 Measurements to cuts-banks, and locations [,tl Laterals, trench/bed,top and
surface water and critical areas g Observation port location bottom
O Location and orientation of [9 Clean-out location O C_nain drain collector
curtain drain and all absorption 56 Manifold placement ❑ Sand augmentation
components [�f Orifice placement Other cross-section detail:
9 Location and dimension of 21 Lateral placement with distance E6 Observation ports/clean-outs
primary system and reserve area to edge of bed
Other Information
9 Buildnes Rf Aud'.ble'visual alarm referenced Yes No
S1 Direction of slope indicator m Scale of drawing shown on scale O Design staked out
9 waterlines bar ❑ [a'I Recorded Notices attached
W1 Roads, easements, driveways, ❑, Elevation benchmark and relative GK ❑ Waiver(s)attached
parking elevations of system components ❑ Pump curve attached
North arrow turd scale drawing ❑ 1f Evaluation of failure
shown on scale bar Non-residential justification
❑ 56\Vaste strength
C.I O 9Flo'
D N OVAL
• -
,
The undersigned designer must be notified by ,n astaLation Yes ❑ No
Signaturyu aor JOHNSON 3'( Date LrCFNS 10116NEN
�A_s15� U'T i s i
The undersigned has reviewed this design on behalf of of M Mason ocel} iblic Health and deteA } Wiq,hg in
compliance with state and local on-site ulations: P h 5 f
Envi onmental Health Spec iaitst Date "
CALTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING cOSSI)I1'Ibh r,.
✓ The design is stamped Approved`' by Mason Count Public Health. �
V The Onsite Sewage Perm has not expired.the Permit Expiration Date is: 1/
✓ Drainfield site conditions have nor been altered to adversely affect conditions ofdesign 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: 4/14:2023
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Detailed Drainfield Layot
�F. ureic i - 23
l o to 2m '� 90
q mW. My
(ta) 40 1 .25 Sched. 40 lateral:
2"
7 O " 6) s1 32 Orifices C' 60 O.C.
1a Per Lateral. 1st & Last Orifice
4 30 From End of Trench
uP
'-f' 45 tae Than'
Resrzme L%G -
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Drainfield Cross-Section View
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pTe f+aw.ae� nsr cbL C . 898-225`
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Length Length Orifice # Distance from Distance from
Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.)
1 480 40 60 8 30 30 zone 1
2 480 40 60 8 30 30 zonel
3 480 40 60 8 30 30 zone 1
4 480 40 60 8 30 30 zonel
5 480 40 60 8 30 30 zonel
6 480 40 60 8 30 30 zone2
7 480 40 60 8 30 30 zone2
8 480 40 60 8 30 30 zone2
9 480 40 60 8 30 30 zone2
10 480 40 60 8 30 30 zone2
Total Lateral Length 400
Total#Orifices 80 I GPM = 51.2
(with 5/32 orifices)
Per Zone (2 zones) 40 GPM = 25.6
Dynamic Head Calculations (Per Zone)
Selected residual pressure'. 5 ft.
Length (Ft.) #Orifices
Transport Pipe 330 40 3.30 ft.
Feeder Total
Lateral Line Length
Lateral#1 40 2 42 8 0.15 ft.
Lateral#2 40 7 47 8 0.17 ft.
Lateral#3 40 12 52 8 0.19 ft.
Lateral#4 40 17 57 8 0.21 ft.
Lateral#5 40 22 62 8 0.23 ft.
Total Elevation Lift 45.00 ft.
Hose&Valve Assembly Flow/Head Loss 5.00
Zone/Splitter Valve Flow/Head Loss 10.00
Total Dynamic Head 69.24 ft.
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7PF-Serie,s Submersible Effluent Pumps:
se 60-Hz, 4-inch (100-mm)
Applications Features/Specifications
Cu-PE-Series nor (100-mm)Sub ne sble EYluent P mpe are To spec!fp n purns for il al a o re^_oHe tne tolow!ng'.
designed to tdrspod screened effluent l 6th ,ow T$5 countS, f'OT • e.mer'I 24-no' „n-cry cacao 1 ty .,u.d end `ICI no deterioration
septic ans or dosing arks.These pumps are cars r_cted of light -3c,i,p re pe4o -arce-
weight,cores.n resisea t stainless steel and-ngi heel.,.:pl sucs ar: • 113-;n-h '0-:iirti bypass" oe is ,e 9ov,recirculstiun.. 'or motor
a e lelo-s !c ble anc'epaitab.. ^tin common tools ne 're alSo caI ,.r ,-fort air oird
GSA aid uL-ce3 onto C.S.anc ,. a- _er,._ a c fc'aft- • L,cuiceo eru kits a.2Je . .,e"e'!C19 c m a,of or.me_smp
CT purl. • TP!-SEf L fioatng mpe'Cr desEnon'.0 20.anc 30 gpm (0.6 13.
PF ae.tes oa os ale US Tava eyO api'Ica@ora ucding P`essr anc"°LAmodes:floating srack desgn or SC an 75 porn 13.2
led anler3r kecZEO fYf ,nioulcs,a_oc!c„nts enf I" and 17Le, x0055
go'on i,culd-only off Jeep seyt'e a r .,lacs, iagDo s a 2 e e Tees. • an Ir.Dec,IC Sc S sin e s'note" 'afed S coot JDJS use and
pun-ps are designed to be used y.jjtn a laotubea eimn vault or after a f eecen aclirg
s coc ay[reatment system. • Type SCOW 600'V moto'cable fmodal PF75 a 2 uses 14.AiNG,
S.,OOW,300-V cord)
— Diiscn rge ,ractlor, zc_o.
Standard Models
See specifications chart on nave 2 for a Is'of standare pumps-For a
cocpla:e I!st of available pumps.cal.Orono.
Product Code Diagram
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Franngn I.puic PF O' 97 111 L -�
end
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ue
se-
orse:D her
Fanxlln y
Super Stainless l o c
motor ^ .
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4UG 0 4 7PpG 4
SA- w Franklin Electric
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LRa0520
LF2J63E90
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Specifications —
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n
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c E p,E E m s a s
'ocorte m 3 ¢
Pump Model o ≥
P=17051' P 101W 7 C '3T 115 120 12.7 121 2a056 164D 26 0;?' 30'5
PF1'05"1J' '.3;J6 337) - _ 127 7 1 P 9 0160 O0: 2512 300
1105126 IOi] ' EC{I 230 c7 8 5.3 P 2 .;6511 6 Oti 2 300
P� 7 1J; a 117 0 y 2311 t 03 c. 9rooa aC 1 3611
PF 0 012 3 5 33 5i -CC
P=25a 20 i1 0 3'; l".5 10 I[
24 2.36o 1 4 30
7 S PF200512230 _ ' 5b 1 6P 22.5.: 71: 3(45 : 2602 300
= 29 5 ., '1106
PF 0 2 20 0. C 7o _ 23' 210 1 �1 2&4'721:; 20!506
PF20.52 .C i 1 230 240 afe i. 4I1IS 100
P30351 32 9 0501a37)
120 11.8 1$ 054 1 95 300
PFOC _ 30 D.0� ;1 2G '7 c% u 2 .3(54 d'.
� 300
P'.,�.,7 3
2'' 0 0 5 7 5c 30 240 8 aE
F 21530I 2i3 29;I3:
PF 1012 'J C 276.. � 230 2 . '3 '= I G P d1"a8c x' 3215 ➢6
P30151 2 = 30:1.9: 501111'. 1 ?307 240 12.5 1L . 24 i6 C 451w. 0G
FF3u2 Jo(140) 1 _30. 2-"0 1 .0 11.0 SS @ 5111 4 20 .30
'F3030 2 i: .9; 0012231 1 230 2411 lifE 66 l ¼V SO 4&h1113 ! 33S AI E44: 100
0F3O502i 30 9 0J':37i:73: 236 240 26 25 ISS 5E5{I68 . 3 l '5 c 10'
PF5i mr. 5C .2i 0.5D .37) I 115 un 21 -2l 2L.OS 2.3.a 5 i 27(12) 300
PF 005 2 5N3.2 Js] 3.3". 230 240 52 &2 SS 20315 243 2 I'2) 300
CGr.2 50113.?, 0 - 2230 240 e 5 3.a _S 7U50 : 26 35( 311141 300
P 5010121 3 75) 230 24, 10.1 1'.: 2 27 S 27.0 i68 2v 601 3 0 I "00
P56015124
,0 2 11 1 280 240 125 19- 2 261826 307152 119. -00
P 5 30 2 3.000/2w 1 230 2'i. lU 'U S 4 ' 1392 57112401 555 '00
?F50502 2 5.30 3.73) 1 2311 243 26.2 2-4 C So 51415 13971 6429 "30
7 0 2 75)4. : - - 233 £40 9.9 1011 ) 27.01685 '.5. 100
P5512 75141: 160 230 240 12.1 :2.3 - _ 201 100
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Page 2014
Pump Curves, cont.
900 450
PI F30W.'. PF305enes,60 Hz,05 50 hp 5050 PF50 Series,60 Hz,0.5 50 hp
800 400`pF
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-_ 350, . ., . .
PF3030,-.. - 45030
400 PF3o20� - _ 2001 --
e 300 PF3015NT\ 150 PF5015
9 PF3010 - < PF5010
zoo' 106 ��
PF
3005
PF30p7 III PF3007' -10 15 20 20 45 c 500P10 20 30 4C ]0 80 9
0 5 30 35 0
Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
100
90
PA5t5 PF75 Senes,60 Hz,10 15 hp
u 80
iE
30
70
v 50
e 40
_ - _
ti
20 ---_.
10
00 10 20 30 40 50 60 70 80 90 100
Flow in gallons per minute(gpm)
WD-PLLPF-1 Oren.Systems°•800-348-9843•+1 541-459-4449•www.orenca.com
Rev.14 O 01/21
Page 4 Dt 4
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Universal Flow Inducer
Applications General
Cr- ..C5� �`i.. : Fi wice hG S Sa onco•lyi sad 1YIJ- ^speCltl❑ J dC,d12f
nt„�T, aaP apnre eybe e ii Ion or nece sa e base • C ors a "'II ' 'P F Pa ¢•P
5 " bouOm r rK tI i g x 2
to a PVC o fl . _....C Ca-a.. _ gL ec or no e ed a ht l '`Url= U 6 JJr
an d tart to c ,ee flange and taz assert! • .Ion- r le t e
bsc el.a'.J.ot, , Pas Ionao„ lie I,�, rOLCe �� ,< a �, • l ,,, _. _ .aye oo[G f g' Lsac
1 e'eO sepa:a snaps ittn i r ..,�.
• p; mPtans Standard Model
• ien=,Sfare ,Fi-a
• P I_er_-ea :e„stems
Materials of Construction
flFlnr,inducer Class 25°`.
a1„cg'l r i r rear ABS
.s-einfoice polyaser
Specifications
I
3rdirgiae Dimensions
•I�Y dendzr a n l
Io[l 'k. JE �� .P,
1 pie- '`-k- Heigh: .e L, nene..or snc.nened)itcinpve�gn- .;5WiI! Mount ng
bracset e poxled Discharge assembly
to PVC riser —ilcuror
Float assembly
.— 'wd-a.F35-nr; High-headinie'doias pump
re:glass Cas _ a..o. o ...
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Discharge Assemblies
Applications Standard Models
Orenco Discharge Assemblies are user 0 convey effluent trans a HVI CC. Hr 25 HV"SC HV200
pump to cc-, teior of a riser c pump basin.They come n she fol-
configtonS. Product Code Diagram
• H gn hecc,fr I e tnlm susmersl e .. b rz pd;nps HV L0 D -I
• L,,;tees,ro use wun ssrmror erluenL Pumps --�— �
• Crainback,fo se ,t,shade, ou ieo tanks ano t o ,.CI pines rn is H
colt mars Sty pur
• ,o adaitriora aop icaons are avai labia: 3 I ` `
e ._ d .. , t ward ge.
e s;cic use oeecj a ta'Ks ano dSC . I eS n
solo weather s .
• P, external nea extension is recomr,enoed.a,installations wnere xS
tan<soil - v tear to avow the b.U,aage n, g5 I = -.eM L. qL'
ro 41 '5
HVCWr1E'_—KIT—L I']•
e
0"a o e
ar,,r
sr,..
,_r I
e_ —r,
rr�a� _ao, ,
)i50'//n 4Y,J' J . g'�'k-O. O:iar
HVX1I'I-_
General sMe=
C C Co Dls69arge senores are cor s0 I esis dli and a b la.S
for a properfI Discharge assemblies are composed of PVC valves
and flexible hose tnat simpVy Ir:sta!laho,s and maintenance.The flex II
=zc
is a hose damps vlbrasions from t e puma and shows for easy meta c,
a cr. Ca n-sy s„a Ok ChcoecL filings are available a a I cant;,-
rat ons All parts are ether solvent weldea or toneaded ano sealed with
=a.
Teflon�;ante.
e r .a reç.st cal rnie.T,aK :ex-ae ,or.
Orenco Systems Inc..916 Airway Ave.,Sutherlin,OR 97479 USA•800-868-9843•561-QS&6569•www.orenco.com HID-HV-HV-1
Rev.20,®0.V1]
Page 10t 2
L1 mg 2Z
1`
a
;:,'head
r:ear9er kn ua(im2C
u l n
v
d ros Materials of Construction DJA ack• ,
v
Component Material
F nl spnm vave 5hu C
BI Shehua CPC
hex ae Scl eb e U C
i - Uneandii=inga 5 he ..
neerne•* +=na; u'e-s al
ICAthle ra "C
J'.ernelhe hose PVC
ortr.car Schec. e 30 PVC
Component Working Pressure Ratings h 30 Pvc
TICS unian ball checkvalva 200 a.i.('4 Carl at 73 F ,2d'CI unions Schecuic SC PVC
All Peeve ves 50 ,s C.O Can at 73 h 123 1 High-pressure flex hose Speoal eiastorrar
Unions 0 psi ilO ben B 73
Hose Specifications
and.rorxi P -e.a:r3"2SC1
Flexible hoses Size(U.S. Nominal) Wall thickness Working pressure Bursting pressure
nr 1af. - in. 7.11 IF. 28 nn? JO psi 7 bar, 355 asi 24 oah
1.25 lit. S.13:n.2.3flni SC osi16bar 250 pel11Cap
on 0.1C 1 33¢n( oo n3i <trn h, '�ha0
2 in 0.15 ' rIT: 50 psi?cal 75 PSIre Dep
Flexible hoses Size(U.S, Nominal) Wall thickness Working pressure Bursting pressure
(high-Ofessurel 1 IR 0.235 in.(6.0 r1m) SC psi 117 bap HA
024 it 6' and 250 psi: bah, NIA
15Th. 0.24 in 5 mm„ 250 psi ill car,, l""'
r.n: 2CC asi 11�sar: NA
NID-NV-aV-f Orenco Systems*Inc.,814 Airway Aug.,Su@enin,05 97479 USA•600-348-9643•541-459-4449•www.orenco.com
Rev.20,D 51/17
Page 2 of 2
t2 sg-2Z
OSn - 1 r, "'-r�u
Distributing Valves
Applications General
„Ic .. a r9ai 3 .:nss'enb s areors an • c-^`: r ' 5 Aotomat b
r s e5 a n r all.operate
]isr_..c6's1= ..... _ ex.Je i.rs , �aerc. .e:n.
a s.,.ueee::L xl .: ones r a .iraps-
e,, _al;'J s a000mpY.shed L, a coi bi . on of pressure
The OVI c USC rsrocspowe1c or'.ar9e senc
flitE:r cora ,,, For exarrf e ' rur .rfr.1 rKlU rI
rs' 15.90L/sec:.car se .e asset .r,reduce the
Top View C fo,rate Sri*W COL Spry 13.i4LSeC)
Ere rco 3r r5 or' VC `Ey a Ore^e
oaploy
i0 , ' u0e` L aU'bco i]e
rss_:... floe, rerluEi_.mis 303 10 pro e leb e a_:1.ThuhflQVVe
ip*
_ _ .,a-.rpipe I ,ro^.fore&:-
1_—.. -t lSf fT 'I�03rlf.
- sCci ri:_3
nor tar.Ices. CLr . sire 11 Ire Sse Her.0
pie s c ,¢Assemboes P pr:-v-i. mr r le ir.formaton.
Standard Models
fl22.1,4 i4404P..V46C5.A.y4606AV6402A.'16403k V6404A
631 ,r e Product Code Diagram
r�r
• y4o2A
Side View
E `°.fie GQ
BOSOM View
Materials of Construction
Orb.4rrl'C 0'.1s 1's eci f cI, o,
olicis 30 PVC per ASM ,ec:T;cat;00
FVO c1ty3a:
Clear Pipe Bch.40 PVc]er ATM soeci`.a ]n
nm-SF-VA'i
Orenco Systems Inc,,814 Airway Ave..Suthetliry OR 414]9 USA•800-368-9843.541-459-4469•vmw.orenRo.com Rev.2R,0 W17
Page 1 of 2
1322
• IY.
Specifications
Model Inlet Size,in.(mm) Outlets Size,in.(mm) Flow Range,gpm(Usec) Max Head,ft(m) Min.Enclosure*
4102 2 1.25 132j U 0.60-2,52) 1701.815: V81217
V4433A i.2532 25137' 1G-40;0.33-2.5 1.815 VB1217
V4404A 725(321 1.25:3 1C0 D.532,52)_ -
'7CcI.8 ,, V51217
V4605A 1.25!32: 1.2.532 10-40;0.6a 992, '7015:96 ?R21i5
;4506A 12532, k 's2 ---_ 170! .81 RP2418
V6402A 1.50'33 50(38) 1 000_5-6311 34 '05.101 R24'8
V6403A 150(38] 02'381 '00:095-6311 345)105 151 RR24'8
V6404A '.0(381 1.50(381 00!75.95-5.31 345(105. 5: P52118
V6605A 1 ou{38) 1.50(3 ; 15-10010.9.. 53) 315)105..6 R2418
V6606A ".50(381 1503 ) o ')fl95 6SI 35, Q5.151 RP2413
Table 1. Automatic Distributing Valve Assembly Headloss Equations
Model Series Equation Operating Range,gpm(Usec)
p440CA H=0:950'"
VL600A - 39-5 1 10-25)3.63-1.51
V64JOA =00 - h-70 1095-44 21
V5r�,'iA H00 G90 - 5,5X)1!SE:.;: 17-70(0.95-412
35 '. T
V6600A1
20 _ V6400A
V4400A
4600A
J I
� I
0 5 10 15 20 25 39 35 40 45 50 " 6,6.1 60 65 70
Flow(gpm) • '.'1
0
4s A06
UT0SP-VA-t Orenco Systems°Inc..814 Airway Ave.,sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.30,O03117
Page 2 of 2
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WATERTIGHT VENTED.LIDS"CYP' DUAL PORT AERATOR IN-
Freese L'r?, DRV,VEN1lATEn LOC
COUPLINOfl PIPE - 1 AIRLE
CAST IN LID(T)'P1 �A— / IN AIRLIhc
pr_ 53.' -_ . yS..l 25,. ].41" ?
'PVCSLINEE
R TURN LINE
L
7,PVC % -U-
BER CLARIFIER
2GALL0N6 CHAMBER
TRASH CHAMBERALLONS a42O L_ONS
g ^ OPERATING OAPACFY 516 Gf1 FL000.]16 GAL.
FLOOD CAPACLTY P2 GALLONS l l
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5n5'
as �I LxvziEE
SLIDE-w 'r AN
- \
PRECAST REWFOaCEO�
CONOREi≤TwNK � 4C ER- -06 LEL TO
PARA'A-!EL TANKTO WALL
T.
5. SWDGERETURN _
15'TPPER r
BNR-750 SIDE VLElN \STONE-FREE NATIVE SOIL
AG SCALE OR COMPACTEDSANC
AUG
0 y OVER STOM1T SOIL
1) 5 . 24'BLOWER
'....Y On' Ip'n �' ,.._ ONTOPOFLID
ON TOP OF LIO
INSTALLATION INSTRUCTIONS
_. -._. IPa' —_..
1)Excavate tank hole wM1h vertical walls to 1 foot larger than
P --__l --_ -1T
tank On ell sees- r------- -------_--?
2)If botlan of hole is stony,Install 3"of com aU sand&level I I! - 24'R15ERS;1vPf
out with"Co"d
3)Install tank in center of hole.keeping 1 ft.void space on I
all sides.
Mtank is ng vl ter,fill n void s of dd vdih compact O
granular(sandy)sdl free of large dumps of day.
5)Install rest of syste &affix risers to adapters vrih s;°
Fs sR
waterproof adhes've,
� T
6)Perform watertightness test'm Geld as required by local \� �/
lunspinion. ' I
7)Upon approval to ball,carefully baclL vnID native
soils over top of book M TRASH I TER
8)Final grade the surface to avoid anehing surface CHAMBER -` II r.<e FEE I
water toward tank. L------------ L- -----------_]_J------
_
ONR-T5O TOP VIEW
NO SCALE
AEROBIC TR T TANK DETAIL FOR
Nu WATER NR-75 REATMENT UNIT
ENVIRO•FLO, INC. UPDATED: '^
Wastewater Treatment Technologies 2118/LL
'+•,,.,,ire®u°"� P.O BOX 321161, FlOWOCd, MS 39232 SCALE NONE
(8?l)836-84?6 (601) 845-0?i6tax
w8476n(601) .net
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VILLVE•
OWWA MALOWLEVEI �__
XDIWALTmMOFF EVE Wofm MBVOLAAE I -
MJuM
At
anf
AS M�Sepñc Tanks equired by WAC chapter 246-272C and Z-
a must beeoon standards
Dept of H of registered sewage ta°ks"
FIGURE l I +2z