HomeMy WebLinkAboutSWG2022-00376 - SWG Application / Design - 6/28/2022 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
/y SHELTON:360-427-9670,EXT 400
COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400
ELMA:360-482-5269,EXT 400
,Planning,bunt onmantal Health,Community Health
FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00376
APPLICANT DENOTTA DONALD D &CARON M Phone:
Address: PO BOX 2366 BELFAIR, WA 98528
OWNER DENOTTA DONALD D & CARON M Phone:
Address: PO BOX 2366 BELFAIR, WA 98528
SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255
Designs
Address: 171 E VUECREST DRIVE UNION, WA 98592
Site Address: 17352 E State Route 106
Primary Parcel Number: 222125900013
Permit Description: Upgrade 2 SFR 6BR Total -Sand Lined Bed
Permit Submitted Date: 06/28/2022
Permit Issued Date: 07/13/2022
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/28/2025 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: www.co.mason.wa.us/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
DATE RECEIVE' '
'' "'`" . MASON COUNTY •• ' Z c >
I!= .db d COMMUNITY SERVICES ICES AM 'TR CEiVED: '. • (j)
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�, PublicHeaith(Community Health,!ErnironmentalHealthi - " C N
3ti5 6thS h et,Shelton,
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ON-SITE SEWAGE SYSTEM APPLICATION ui
> n
APPLICANT PHONE m
Duane & Caron DeNotta (360) 340-0555 z
MAILING ADDRESS-STREET.CITY,STATE.ZIP CODE E
PO Box 2366 Belfair, WA 98528 m
SITE ADDRESS-STREET.CITY,ZIP CODE '
17352 E State Rte 106 Belfair, WA 98528 I N
NAME OF DESIGNER PHONE
N
Arrow Septic Designs, Inc (360) 898-2255
NAME OF INSTALLER PHONE O IV
N IPERMIT TYPE(select oriel DRINKING WATER SOURCE �^. O
fin IN
RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS tppXryqL--PRIVATE INDIVIDUAL WELL L h PRIVATE TWO-PARTY WELL Z ( IV
TYPE OF WORK(select one) 1-!:PUBLIC WATER SYSTEM t
bNEW CONSTRUCTION/UPGRADES MREPAIR I REPLACEMENT OTHER DETAILS(select ell that apply) 0 TABLE IX REPAIR ( CJ1
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
CD
DESIGN FORM(REQUIRED) /;SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r Co
ff WAIVER(S)(IFAPPLICABLE) 6 1.36 acres 0 '
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) • ( 0
Take E State Rte 106 between Union and Belfair, go up driveway rked "#17320 Office I o
DeNotta Seafood" and go all the way to top. Drainfield area is Jt�!#'pas e the driveway r
does a U-turn near the double-wide manufactured home. L
„,` .
Sri
SITE MUST BE FGGED FROM MAIN ROAD AND TEST HOS MUST BE FGGED WITH TEST HOLE NUMBERS. .._�
OFFICIAL USE ONLY BELOW THIS LINE -.,-,_,�
UPGRADE!FAILURE SOURCE(for reporting purposesi
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS { COMMENTS I CONDITIONS
�)1-fit' v.5 i-' c�/ E l
s, l'ie r Pt e 5c�fkvik.i I
(9 /14 5 7 V6-445
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 APP TION APPROVED/ISSUED BY DATE
T y*1 AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12nt2015
` DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 1 2 — 5 9 — 0 0 0 1 3
A design will be reviewed when 3 copies of each of the following are submitted:
"Completed design form that has been signed and dated. v 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. :19aximum paper size: 11'X 1
_ PARCEL IDENTIFICATION
Permit Number: SWG .2 . " OO ` Ce Designer's Name: Arrow Septic Designs, Inc
Duane&Caron DeNotta
Applicant's Name: Designer's Phone Number: (360)898-2255
PO Box 2366 171 E Vuecrest Dr
Mailing Address: Designer's Address:
Belfair, WA 98528 Union, WA 98592
City State Zip City State Zip
DESIGN PARAMETERS=
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound ffif Sand Lined Drainfield 0 Recirculating Filter.Type:
❑Aerobic Unit Make:Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity l>f Pressure 0 Trench NI Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 6 Schedule/Class 40
Daily Flow:Operating Capacity 540 gpd Length 50 ft
Daily Flow: Design Flow 720 gpd Diameter 1.25 in
Septic Tank Capacity(working) 2,250 gal Number 2 zones x 3=6
Receiving Soil Type(1-6) 3 Separation 3 ft
Receiving Soil Appl. Rate 0.8 gpdift` Orifices
Required Primary Area 900 ft2 Total Number of Orifices 75 x 2 zones= 150
Designed Primary Area 900 ft2 Diameter 1/8 in
Designed Reserve Area 900 ft2 Spacing 24 in
Trench/Bed Width (2)9 ft Manifold
Trench/Bed Length (2)50 ft Schedule/Class 40
Elevation Measurements Length 6 ft
Original Drainfield Area Slope +/- 12 °A Diameter 2 in
New Slope, If Altered 0-1 % Preferred manifold configuration used? C 'Yes 0 No
Depth of Excavation up-slope 28 +24 =52 in Transport Pipe
from Original Grade Down-slope 26 +24= 50 in Schedule/Class 40
Designed Vertical Separation 16+ in Length 280 ft
Gravelless Chambers Required'? 0 Yes Id No 0 Optional Diameter 2 in
Pump Required? 56 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 2 zones x 4=8
Diff.in Elevation Between Pump& Uppermost Orifice 25 ft Dose quantity 90 gal
Draintleld Squirt Height/Selected Residual (head) 5 min ft Chamber Capacity(flood) 1,800 gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @Total Pressure Head 30.75 gpm gTi p� Ertst� t t 'Event Counter
Calculated Total Pressure Head 59.15 ft If Timer: n YY 3 hr
Comments
JUL 1 3 zozz -11
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
e9 Iof20
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 1 2 — 5 9 -- 0 0 0 1 3
Permit Number: SWG _ +
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations Drainfield orientation and layout Reference depth from original grade:
Soil logs {if Trench/bed dimensions and g Septic tank
EZ Property lines critical distances within layout Q( Drainfield cover
g Existing and proposed wells D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations • g Laterals,trench/bed,top and
surface water and critical areas [RI Observation port location bottom
❑ Location and orientation of Iwt Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement g Sand augmentation
components g Orifice placement Other cross-section detail:
g Location and dimension of gObservation ports/clean-outs
g Lateral placemeA4.with distance
primary system and reserve area to edge of be�"' Other Information
EZ Buildings g Audible/vis 1 referenced Yes No
66 Direction of slope indicator
g Scale of dng on scale g 0 Design staked out
Waterlines bar toy ^•k _tc•;a 0 g Recorded Notices attached
Roads,easements.driveways, �I ' f�Waiver(s)attached
parking
;� 0 '•N 0 0 Pump curve attached
521 North arrow and scale drawing rc1�
,Q 51003as ge 0 Evaluation of failure
PAULA JOY JOHNSON4 '
shown on scale bar LtCI_NS>=tiISESiGN>:t#" Non-residential justification
EXPIRES ii i - ❑ G�Waste strength
0 d Flow
DESIGN APPROVAL
The undersigned designer must be titled by ins' Ilex at time of installation It Yes 0 No
Signature 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-sitee e ulations:
Enviro ei 1 ealth Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved" by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
✓ 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.
Updated Date: 12/7/2015
P
Arrow Septic Designs
171 E. Vuecrest Dr.
Union, WA 98592
June 28,2022
Mason County Department of Health Services
415 N 6th St
Shelton,WA 98584
RE: Duane&Caron DeNotta Property(Parcel#22212-59-00013)Replacement/Upgrade
Dear Inspector:
Attached is a repair/upgrade septic design for a property located at 17352 E State Rte 106, Belfair, WA
98528. This piece of property has an existing 3-bedroom manufactured home and an existing cabin. The
septic records show a gravity trench septic system was installed for the manufactured home in 1986. The
cabin has no septic installation records. Pumping records indicate the manufactured home has a 2-
compartment 1,125-gallon tank and the cabin has a single-compartment 750-gallon tank.
Recent service records indicate the systems are functional, but the owners would like to up-size the septic
and bring it up to code to make it more functional long-term. The old tanks are to be decommissioned or
removed and the old drainfields are to be abandoned.
We are proposing a new 6-bedroom system to be shared by both houses. The new drainfield is sized at a 0.8
application rate and due to excessively gravelly soils, it will be sand-lined. We have proposed a new 2,250-
gallon 2-compartment septic tank with effluent filter followed by a new 1,800 gallon pump chamber. The
drainfield is spit into 2-zones by a zone distribution valve. Each zone will receive up to 4 doses per day.
The proposed system will have a new control panel including timed dosing, a counter and elapse meter to
prevent overuse and facilitate ongoing operation and maintenance. We have also designated a full reserve
drainfield area.
The property owner's contact information is as follows:
Duane& Caron DeNotta
PO Box 2366
Belfair, WA 98528
(206)510-3560 Duane
(360)340-0555 Caron
::::::1
furth,, ation,please contact my office at(360) 898 55w F P R O v E
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Paula J.Johnson
Licensed Onsite Wastewater Treatment System Designer
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MASON COUNTY ENVIRONMENTAL HEALTH
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45 DEGREE ,ELBOW OR JBw
LATERALSWEEPING 9U NOTE,
O=OBSERVATION PORTS--TO BE 4" SitoLie .
PVC PIPE FROM BOTTOM OF TRENCH
DETAIL TO FINISHED GRADE. REMOVABLE
CLEAN OUT CAP SHALL BE INSTALLED
, ON_ OBSERVATION PORT PIPE.
NOTE, CLEANOUT TO BE FROM 0 TO 6 ! 4 �T t3ottnNf of v8s�= t��tnvu poeT•
INCHES BELOW FINISHED GRADE. TOTAL OF 2X44= IN SYSTEM.
MARK ENDS WITH REBAR. CLEAN OUT (Z) t l�Sl�'i. Al- 6cROt'+ o Z3 SAF�D
REQUIRED AT END OF EACH LATERAL. **LATERALS ARE TO BE CENTERED
IN TRENCHES.
r9 (o of 20
Length Length Orifice # Distance from Distance from
Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.)
1 600 50 24 25 12 12 zone 1
2 600 50 24 25 12 12 zone 1
3 600 50 24 25 12 12 zone 1
4 600 50 24 25 12 12 zone 2
5 600 50 24 25 12 12 zone 2
6 600 50 24 25 12 12 zone 2
Total Lateral Length 300
Total#Orifices 150 GPM = 61.5
(with 1/8" orifices)
Flow Per Zone 75 30.75 GPM
Dynamic Head Calculations
Selected residual pressure: 7 ft.
Length (Ft.) #Orifices
Transport Pipe 280 75 4.57 ft.
Feeder Total
Lateral Line Length
Lateral#1 50 4 54 25 0.76 ft.
Lateral#2 50 2 52 25 0.76 ft.
Lateral#3 50 4 54 25 0.76 ft.
Lateral#4 50 4 54 25 0.76 ft.
Lateral#5 50 2 52 25 0.76 ft.
Lateral#6 50 4 54 25 0.76 ft.
Total Elevation Lift 25.00 ft.
Add for Zone Distribution Indexing Valve 15.00 ft.
Add for Hose Assembly 3.00 ft
Total Dynamic Head 59.15 ft.
PPROVE1 ,a Ns�
' JUL 1 3 2022 s �r :� 11
MASON COUNTY ENVIRONMENTAL HEALTH o �.,,Pr, „...,, kti
JBW �. ‘ :,e kt ,,, .:-v
,. 5,00349 . �4t
"O` PgU�q JUY JOHNSON ' ``
7 Q* Z O
Orenco Technical Data Sheet
SYSTEMS
PF-Series Submersible Effluent Pumps:
1 -Phase, 60-Hz, 4-inch (100-mm)
Applications Features/Specifications
Our PF-Series 4-inch(100-mm)Submersible Effluent Pumps are To specify this pump for your installation,require the following:
designed to transport screened effluent(with low TSS counts)from • Minimum 24-hour run-dry capability(liquid end)with no deterioration
septic tanks or dosing tanks.These pumps are constructed of light- in pump life or performance*
weight,corrosion-resistant stainless steel and engineered plastics,and • 1/8_inch(3-mm) bypass orifice to ensure flow recirculation for motor
are field-serviceable and repairable with common tools.They're also cooling and to prevent air bind
CSA-and UL-certified to U.S.and Canadian safety standards for efflu • Liquid-end repair kits available for better long-term cost of ownership
ent pumps.
• TRI-SEALTM floating impeller design on 10,20,and 30 gpm (0.6,1.3,
PF-Series pumps are used in a variety of applications,including pressur- and 1.9 L/sec) models;floating stack design on 50 and 75 gpm (3.2
ized drainfields,packed-bed filters, mounds,aerobic units,effluent irri- and 4.7 l.lsec)models
gation,liquid-only(effluent)sewers,wetlands,lagoons,and more.These • Franklin Electric Super Stainless motor,rated for continuous use and
pumps are designed to be used with a Biotube®pump vault or after a frequent cycling
secondary treatment system.
• Type SOOW 600-V motor cable(model PF751512 uses 14 AWG,
SJOOW,300-V cord)
— Discharge connection
*Not applicable for 5-hp(3.73 kW models
• Standard Models
See specifications chart on page 2 for a list of standard pumps. For a
complete list of available pumps, call Orenco.
Product Code Diagram
Franklin liquid PF $0 t O z
end
CLK=ClickTigh,T^^compatible
Cord length,ft(m):'
Blank = 10(3) 20 =20(6)
30 =30(9) 50 =50(15)
- Suction connection Check valve:
Blank =no internal check valve
CV =internal check valve,
Voltage.nameplate:
T 1 = 115* 2 =230
Frequency:
1 =single-phase 60 Hz
Horsepower(kW:
Franklin 05= p(0.75) 1
p(0.37) 5=3hp(0.56)
10 (1.11)hp
Super Stainless 20=2 hp(1.50) 30=3 hp(2.24)
motor 50=5 hp(3.73)
Nominal flow,gpm(Line-) P P A 0 V E
10=10(0.6) 20 2;f�;
30= 30(1.9) 50
75=75(4.7) �;:
JUL 13
Pump,PF Series 2022
ry
Y-hp(0.37 kV only �ddQI1 ? s.^-'
Available for 10 gpm(0.6 Use tor
through
O NNTY EN VIRONMENTAL HEALTH
'Note:20-ft cords are available only for pumps through 114 hp
Powered by J B w
S�® Franklin Electric
c us
LR80980
LR2053898
Orenco Systems •800-348-9843•+1 541-459-4449•www.orenco.com
n Ok n L O Page10 0 1 o Rev.
V J1 Page of 4
..
Orenco Technical Data Sheet
SYSTEMS
Specifications
s _� 3 y � " Cs
us
ig
= V 0. a� G. 0) 0) = E P tC E . E C' E a... U >+
co cco
g. c c _ r
Pump Model o s n- z > a Z. c co 2 'c co ! = 2 .F cc a
PF100511 9 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 1 '/a in.GFP 23.0(660) 16(406) 26(12) 300
PF100511 CV 9 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 1 IA in.GFP 23.0(660) 16(406) 26(12) 300
PF100512 9 10(0.6) 0.50(0.37) 1 230 240 6.3 6.3 1 '/a in.GFP 23.0(660) 16(406) 26(12) 300
PF100712 4.5.9 10(0.6) 0.75(0.56) 1 230 240 8.3 8.3 1'/in.GFP 25.9(658) 17(432) 30(14) 300
PF101012 5'6'9 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 1 '/4 in.GFP 27.9(709) 18(457) 33(15) 100
PF200511 9 20(1.3) 0.50(0.37) 1 115 120 12.3 12.5 1 '/4 in.GFP 223(566) 18(457) 25(11) 300
PF200512 9 20(1.3) 0.50(0.37) 1 230 240 6.4 6.5 1 %a in.GFP 22.5(572) 18(457) 26(12) 300
PF201012 4'5'9 20(1.3) 1.00(0.75) 1 230 240 10.5 10.5 1 1%in.GFP 28.4(721) 20(508) 33(15) 100
PF201512 4.5 20(1.3) 1.50(1.11) 1 230 240 12.4 12.6 1 1/in.GFP 34.0(864) 24(610) 41 (19) 100
PF300511 9 30(1.9) 0.50(0.37) 1 115 120 11.8 11.8 1 '/4 in.GFP 21.3(541) 20(508) 28(13) 300
PF300512 9 30(1.9) 0.50(0.37) 1 230 240 6.2 6.2 1 1/4 in.GFP 21.3(541) 20(508) 25(11) 300
PF300712 9 30(1.9) 0.75(0.56) 1 230 240 8.5 8.5 1 '/4 in.GFP 24.8(630) 21 (533) 29(13) 300
PF301012 4.9 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 1 'Ad,in.GFP 27.0(686) 22(559) 32(15) 100
PF301512 4'5 30(1.9) 1.50(1.11) 1 230 240 12.6 12.6 1 '/in.GFP 32.8(833) 24(610) 40(18) 100 ....
PF302012 5'6•r 30(1.9) 2.00(1.49) 1 230 240 11.0 11.0 1 1/4 in.SS 35.5(902) 26(660) 44(20) 100 -
PF303012 5'6't•3 30(1.9) 3.00(2.23) 1 230 240 16.8 16.8 1 IAin.SS 44.5(1130) 33(838) 54(24) 100 tj
PF305012 5.6.7 5 30(1.9) 5.00(3.73) 1 230 240 25.6 25.8 1 '/4 in.SS 66.5(1689) 53(1346) 82(37) 100
PF500511 9 50(3.2) 0.50(0.37) 1 115 120 12.1 12.1 2 in.SS 20.3(516) 24(610) 27(12) 300 LY
PF500512 9 50(3.2) 0.50(0.37) 1 230 240 6.2 6.2 2 in.SS 20.3(516) 24(610) 27(12) 300
PF500712 9 50(3.2) 0.75(0.56) 1 230 240 8.5 8.5 2 in.SS 23.7(602) 25(635) 31 (14) 300
e- PF501012 9 50(3.2) 1.00(0.75) 1 230 240 10.1 10.1 2 in.SS 27.0(686) 26(660) 35(16) 100 l...I
PF501512 4 50(3.2) 1.50(1.11) 1 230 240 12.5 12.6 2 in.SS 32.5(826) 30(762) 41 (19) 100
PF503012 4.5'7'3 50(3.2) 3.00(2.23) 1 230 240 17.7 17.7 2 in.SS 43.0(1092) 37(940) 55(25) 100
PF505012 5'6.7 3 50(3.2) 5.00(3.73) 1 230 240 26.2 26.4 2 in.SS 65.4(1661) 55(1397) 64(29) 100
PF751012 9 75(4.7) 1.00(0.75) 1 230 240 9.9 10.0 2 in.SS 27.0(686) 27(686) 34(15) 100
PF751512 75(4.7) 1.50(1.11) 1 230 240 12.1 12.3 2 in.SS 33.4(848) 30(762) 44(20) 100
1 GFP=glass-filled polypropylene;SS=stainless steel.The I IS-in.APT OFF discharge is 2 7/8 in.octagonal across flats;the 1 -in.NPT SS discharge is 2 L8 in.octagonal across flats;and the Z-in.
NPT SS discharge is 2 7r8 in.hexagonal across flats.Discharge is female NPT threaded,U.S.nominal size,to accommodate 0rencoo discharge hose and valve assemblies.Consult your Orenco Distributor
about fittings to connect hose and valve assemblies to metric-sized piping.
2 Minimum liquid level is for single pumps when installed in an Orenco Biotubeo Pump Vault or Universal Flow inducer.In other applications,minimum liquid level should be top of pump.Consult Orenco for
more information.
3 Weight includes carton and 10-ft(3-m)cord
4 High-pressure discharge assembly required.
5 Do not use cam-lock option(0)on discharge assembly.
6 Custom discharge assembly required for these pumps.Contact Orenco. o
7 Capacitor pack(sold separately or installed in a custom control panel)required for this pump.Contact Orenco. V
8 Torque locks are available for all pumps and are supplied with 3-hp and 5-hp pumps.
9 ClickTightrecompatible. ���
MASON.BOUNTY ENVIRp 20ZZ �ti�r
MENTAL HEALTH
JBW
NTD-PU-PF-1 Orenco Systems(•800-348-9843•+1 541-459-4449•www.orenco.com
Rev.
1e 20 t 01/21 ! 01� 1 Q Zo PagRev4 �
..
Orenco Technical Data Sheet
S Y S T E M S
Pump Curves, cont.
900 , 1 1 : : ; 1 450
JPF3o5o..0 ... ..... PF30 Series,60 Hz,0.5-5.0 hp F5050 `
800 — --
�P f F50 Serie 5 5 0
mco +
700 ••� •
350 -
600 _ _ .,........._� - 300
PF3030 { • +
PF5030
500 It 250
v400 PF30¢0 - -= +------
41 PF3015 '_
300 ..... - - 0 150 �P
t
F6015
a -1PF3010 ;.... _..
200 _
_ PF5010
PF3007 ,.
+ o
+ _--.._.__ PF50071
100
�PF3005 50- _�_
PF5005C
r
0 0 0 10 20 30 40.., .50
0 5 10 15 20 25 30 35 40 45 60 70 80 90
Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
100 1
90 ipF75151 . i PF75 Series,60 Hz,1.0-1.5 hp ....
•
•
IPF7510 ., '
IE
c it 30 . _ - _._
•
0 20
•
P P R 0 V E
0 10 20 30 40 50 60 70 80 90 100 �. �'
Flow in gallons per minute(gpm) JUL 13 2022 .
LTH
MASON COUNTY ENVIRONMENTAL HEA
JBW
NTD-PU-PF-1 Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com
Rev.10001/21 ?1 10 `u 20
Page 4 of 4
*Y
Submittal 't:'
I ischarge Assemblies Data Sheet t)rornpco yistems"
1-800-348-9843
Applications General
Discharge Assemblies include all of the necessary plumbing(pipe, Orenco Discharge(Hose&Valve)Assemblies are corrosion
fittings,etc.)to convey effiuentfrom a pump to the outside of a resistant and adjustable for a proper fit. The flexible hose damp-
riser or pump basin. ens vibration from the pump and allows for easy installation. All
parts are either solvent welded or threaded and sealed with
teflon paste.
I union
~ i
,,,d`✓" "Low head style"discharge assemblies are designed for use
with common effluent pumps;"high head style"discharge
ball valve assemblies are designed for use with submersible turbine efflu-
': ent pumps.
;1e1
flexible
t hose Standard Models
7.
- check HV100,HV125, NV150,HV200.
0. valve
'
t; Nomenclature
if.
— T
discharge HV E -in l _I.
( stem indicates slem length(inches):
4,5*,6*,8',9*, lU*. 1 t, 12', 14*>
15*, 16*, 17, 18', 19*,20,21*,22*,
23,26,29,32,35,38,41,47
'1 S"sand filter basin only
j' 1/8' bypass indicates HV configuration:
orifice Blank=field cut(high-head style)
High-Head Low Head H=high-head style pump
1.=low-head style pump
DB=drain back(always field cut)
i 5SF= I S"sand filter basin
Indicates options:
B=ball valve
C=check valve
+°�,� FC=flow controller
t i - AS=anti-siphon.
Indicates discharge diameter(inches):
100--1"
125= 1-1/4"
150= 1-1/2"
200=2"
Pump discharge assembly
/ .x HVCW NW KIT
i :4,
Indicates kit
1/8"drain hole Indivato:discharge diameter(inches):
i i 100=1"
125=I-1/2
100=1-1/2 PPROVE
200-2" A
'Indicates cold we �application
rl Pump discharge asse JUL ry ,,
iii
MASON COUNTY ENVIROitc
Cold Weather Orainback IpREALTH
Jaw
p9 Il Gf 20
Discharge Assemblies (continued)
Component& Sizes Materials)of
Product Code Adder Available(in.) Construction General Specifications
Alai,Siphon Valve 1,1.25,1.5,9 Sch.40 PVC Working Pressure=150 p i 73"F.
AS a
Valves .�_�.__._.... �.�._�...__�.__
1,1.25,1.5 2) Sch.40 PVC `"""' ." --..
_. Working Pressure_i 50 psi C�73'F
Check Valve 1,1.25,1.5,2 Sch.40 PVC _.=w __
C Working Pressure 150 psi 073°F.
Flexible Hose 1,1.25,1.5,2 PVC Length varies with system configuration.
(standard) Thickness&Limiting Pressures 0 73°F:
Size Wall thk. Working Bursting
1" .11" 100 psi 355 psi
1 1/4" .13" 80 psi 285 psi
11/2" .13" 70 psi 270 psi
External Flex Hose 1,1.25,1.5,2 __.. PVC Hose is the same as listed above
X
63 High-Pressure Flex Hose 1,1.25,1.5,
-F Specially compounded Leh
PR Length varies with system configuration _.w._. .�
elastomer,synthetic, Thickness&limiting Pressures 073°F:
high tensile textile cord Size Wall thk. Working Bursting
1" .235" 250 psi N/A
11/4" .24" 200 psi N/A
1 I" .24" 150 psi N/A l
_ ._.__ _. !I psi WA ( 1
Row Control Disk _....__.__`_ c_ ._.1,1,25,1.5,2 Sch.80 PVC Disk thickness=1/8"
FC
Gate Valve 1,1.25,1.5,2 "'_ Sch.80 PVC
6 Working Pressure=150 psi 073'F
Pipe&Ail Fittings w.. _ µ1,1.25,1.5,2ry Sch.40 PVC Lengths of pipe vary with system corfig-
(standard) uration. All components are either
solvent welded or threaded and sealed
_,._ „ with teflon Pasts .
OR Unions _.
1,1.25,15
.2
Sch.80 PVC WorkingP _
(standard) ressure-150 psi ._ 73'F
t.r PPROVE .
t
4 JUL 13 2022 _
MASON COUNTY ENVIRONMENTAL HEALTH
Jew ' ,
NSU-HY-HY-1
Rev.32.0 7/CO
Page 2 of 2
PDl 12 o- . 2 0
. 10/05f93 14:09 tY543 67S 1120 OSI 1J 002
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J U L 1 3 2022 , .
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
FelI3 ° "
HD Fowler Company Submittal -WACVI780SS 70760
Stainless Steel Check Valve Model 80SS
n
— Sizes 2"/50 mm Flomatic Corporation
ewao # I
Materials441 4.Pb
a �
Li
€-.. 4>A
1
JP -II —7:11:14fedi
7
a
� _ ' 1-
CD :: Armory. I a
, 0,A, ,... A,„„,1 - 'NW 43
II
R1 illy e
mN, r4 L
________ #1
Max Temp 180°F(82°C)
Max Pressure 400psi(28bar)
Item# Qty Description: Material ASTM Item# Qty Description Material ASTM
1 1 Bodx Stainless Steel 303 5 1 Spring Stainless Steel 302
2 1 Dome Stainless Steel 304 6 1 Guide Delrin i
3 1 Disc* Buna-n -- 7 1 Screw Stainless Steel 18-8
4 1 Nut Stainless Steel 304 8 1 Washer 1 Nylon
Dimensions 'optional viton seal available part#4034SS2V
Patent#6,581,633
Size Part# A B Weight
inch mm inch mm inch mm lbs kg
2 50 4034SS2 3 76 5-114 133 3-1/8 1.4
Fbmstic Corpontlan can accept no raponam8ltyfor past*snore In catalogues,brochures and other panted material. Flometic Corporation reservea the right to Biter its products without notices.
Thal also applies to product already agreed.All tradernulos In this 1111110dia are property of the respective companies.All right reserved.02011 Fiomcdo Corporation.The drawings 8 information
on this Brewing sheet we es sole&exclusive property of Fiamelic Corporation.Any reproduction,distribution,display or use of these drawingeor Information In whole or in part without written
aWwtizationofFiom ba Corporation isstrktlyprohibited.
FLOMATIC CORPORATION
" " January 15,1996 GLENS FALLS,N.Y 12601
" Nog No:34034592 Rev:F(6f15) MIA;A;761!I47 7
?9 19 of- 20
OrenCof Technical Data Sheet
S Y S T E S
Distributing Valves sfo_ c_uzrk.,3 2-
Applications General
Automatic Distributing Valve Assemblies are used to pressurize multiple zone Orenco's Automatic Distributing Valve Assemblies are mechanically operated
distribution systems including textile filters,sand filters and drainfields. and sequentially redirect the pump's flow to multiple zones or cells in a dis-
tribution field.Valve actuation is accomplished by a combination of pressure
and flow.They allow the use of smaller horsepower pumps on large sand
filters and drainfields.For example,a large community drainfield requiring
300 gpm(18.90Usec)can use a six-line valve assembly to reduce the
Top View pump flow rate requirement to only 50 gpm(3.14Usec).
Coupling Orenco only warrants Automatic Distributing Valves when used in conjunc-
tion with High-Head Effluent Pumps with Biotube®pump vaults to provide
pressure and flow requirements,and to prevent debris from fouling valve
operation.An inlet ball valve;a section of clear pipe,and a union for each
�`' outlet are provided for a complete assembly that is easy to maintain and
Distributing valve monitor.Ideal valve location is at the high point in the system.Refer to
Automatic Distributing Valve Assemblies(NTP-VA-1)for more information.
Union
) Standard Models
Clear pipe V4402A,V4403A,V4404A,V4605A,V4606A.V6402A,V6403A,V6404A,
•
V6605A,V6606A.
Ball valve a — Product Code Diagram
Elbow V LI 4 02. A
T
Side View I Assembly
f i
`
I Discharge connections onsnlied:
02= 2^onneCns
03= 3 connections
04= 4 connections
05= 5 connectionsconnections
Elbows
06= 6
ows i
I Available discharge connections:
4 = 4 available connections
6 = 6 available connections
jam'n-- Inlet/outlet size.in.(mrni:
4 = 1.25(32)
6 = 1.50(40)
Bottom View Distributing valve
Materials of Construction
All Fittings Sch.40 PVC per ASTM specification
Unions Sch.80 PVC per ASTM specification
Ball Valve Sch.40 PVC per ASTM specification
Clear Pipe Sch,40 PVC per ASTM specification
Orenco Systems•Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-SFVA-1
Rev.2.0,0 03117
P0\ 1 5 0C n ° Page l of 2
t
• OrenCou Technical Data Feet
S Y S T rn
Specifications
Model Inlet Size,in.(mm) Outlets Size,in.(mm) Flow Range,gpm (Usec) Max Head,ft(m) Min.Enclosure*
0 V4402A 1.25(32) 1.25(32) 10-40(0.63-2.52) 170(51.816) VB1217
V4403A 1.25(32) 1.25(32) 10-40(0.63-2.52) 170(51.816) VB1217
V4404A 1.25(32) 1.25(32) 10-40(0.63-2.52) 170(51.816) VB1217
V4605A 1.25(32) 1.25(32) 10-40(0.63-2.52) 170(51.816) RR2418
V4606A 1.25(32) 1.25(32) 10-40(0.63-2.52) 170(51.816) RR241 8
V6402A 1.50(38) 1.50(38) 15-100(0.95-6.31) 345(105.16) RR2418
V6403A 1.50(38) 1.50(38) 15-100(0.95-6.31) 345(105.16) RR241 8
V6404A 1.50(38) 1.50(38) 15-100(0.95-6.31) 345(105.16) RR241 8
V6605A 1.50(38) 1.50(38) 15-100(0.95-6.31) 345(105.16) RR2418
V6606A 1.50(38) 1.50(38) 15-100(0.95-6.31) 345(105.16) RR2418
`When using an enclosed basin,choose the next forger-sized diameter.
Table 1. Automatic Distributing Valve Assembly Headloss Equations
Model Series Equation Operating Range,gpm(Usec)
V4400A H; =0.085 x Q'.a5 10-40(0.63-2.52)
V4600A H =0.085 x Q'5b 10-25(0.63-1.57)
V6400A H =0.0045xQz+3.5x(1-e-°.° ) 15-70(0.95-4.42)
V6600A H. =0.0049 x Q2+5.5 x(1-e-G.'°) 15-70(0.95-4.42)
35
30 V6600A
T
E 25
as
N
y
-
o, 20 V4400A V6400A
15 V4600A`-
H
0
10
CO ---•"_...milisiiiiiiiiiiTiiiilliliiIIIIPIPP-
0
= 5
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
Flow(gpm)
N1D-SF-VA-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,C 03/17
Pai�o
? 2D
•
and GuidanceSECURED
Pressure Diana=don Systems —Recommended Standards
LLD WITH GAS TIGHT SEAL
sr owe= \ • - - ,
• / - ACCESS RISER •
MON GRADE
•
. rti-- TO MEP
- :- - 1�:_-.. --- -. -.-. ._.-- • -• - _•(: • •_.- L_
.. - :. • " comsat
SOURCE1 FLOATING MAT
-1— `� ArPReNeo
0) - FLTER
22_,`2so c .
:—.
441'
a-.-:..6-.r SEPTIC bta' r JTY , 3 022 E H.
—( St•c1kk.w,1,),..4il.e.._t-L--.-,'Aek4_-.
°-�`, MASON COUNTY ENVIRONMENTq_HEALTH
i[5 v" r t't 9'3. SECURS2 LID WiTLf GAS new SEAL THRinammom
C-`42.3,35 a •
tSOME
ACCESS IESER
. VALVE•
r
i r --s s� ' +TO GRAD
FRO - -- I
N____I—.
iCY STORAGE ANTI SIMON
• • , vAwE-
NIGH WATaJ!ALA LENS. — —• , 4--0 f
NONNAL TIMER OFF LEVEL.• WORKING VOLUME f FLOA!east
`�'-!e t % FOR FLOAT
sLENCLOSED PUMP• m
__ • � . roL�rrws
bra t InLir111
SUM II MRS II a LE
GENTINFIAMIL
s PUMP
eag galla teat
QYPICAL]
'AS NEEDED
$eptic Tanks must meet standards required by WAC chapter 246-272C and
manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2
man
\7o47,0 _---- ... . --o.+,Jer» Pane 35of65 - 7
. a 2250SR & 2250SR-HW
sp
3
e rtE Rocs.No,
F*4 137" .1
T ( A
.41 96- 1 /2„ :-- 32- 1 /2" -*-
2" -�.1 ..-
k ' TOP VIEW 11 g�„
C €8)
24 �f J
T 84"
4"
i _1 i
i
3"
24- ORENCO TANK ADAPTERS
�� _ MASTIC
o e_t w,�,c e—k
4. CAST—A—SEAL GASKET �� Y
FL —}-1 , Ai. •Ibali)
\\4 1 K-..1---
I II
4 PVC BAFFLE 4"
4.,
L
L FLOOD CAP.
FLOOD CAP_ 2004 GALS. 647 GALS. 68.,
58" 1 5C
I
,z PP ' E .
2 1 /2" -P..' }-- f •
A. JUL 1 3 2022 .
3 MASON COUNTY ENVIRONMENTAL HEALTH
ADPROX. WEIG-T 16,500 LBS. JBW
129 \b o-E 20
Sp.5 6, 1 800P & 1 800P-HW
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1896 GALS. FLOOD CAP.
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1 72'
TOP VIEW 24"
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JUL 1 3 2022
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PV PORT MASON COUNTY ENVIRONMEKMMH AW ADAPTER MAST1'C' \
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4 CAST-ASEAL GASKET ,
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323 GALS. PER/Nth 65'
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APPROX. WEIGHT 12,000 LBS.
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INSTALLATION & MAINTENANCE , . „;
Pressure Distribution Systems—Sand Lined Bed "v. 'I
5100349 /'.
• PAULA JOY '•5. ^
JOHNSON L
1. Install Laterals with contour of the ground. L'tC �fSI ''oESic;ivl= :
2. Install bed bottom level.
3. Install locator tape or rebar at each end of all drainfield laterals.
4. Install observation ports as indicated on the plot plan. One required in each corner of the
bed. Two with bottom extending to the bottom of the drainrock and two extending to the
sand/native soil interface. Glue"T"to bottom so Observation Port cannot be easily
removed from ground. Install removable cap on top of port at final grade level.
5. Install drainfield during dry weather and soil conditions; any soil smearing must be
eliminated by hand raking.
6. Install threaded clean-outs at the end of all laterals(cap must extend to within six inches
of finished grade and be marked with locator tape or rebar).
7. Install audio/visual high water level alarm. Redundant off switch required.
8. Install 1/8"mesh non-corrosive pump screen(min. 12 sq. ft. surface area,not to interfere
with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic tank.
Pull bio-tube every 6-12 months and flush back into tank.
9. Install check valve in pump outlet line to prevent system from draining back into the
pump chamber.
10. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock.
Install laterals to the manifold with the orifices at 12 o'clock, (do not glue),after pressure
test and Environmental Health Dept approval,turn orifices down(6 o'clock)and glue
laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position
in lieu of turning the orifices down to the 6 o'clock position.
11. Filter fabric required over drain rock prior to back filling. If the drain rock extends above
natural grade,run the filter fabric at least 2 inches down the trench wall.
12. Encase all water lines within 10' of drainfield and under any driveway/parking areas.
13. Divert all storm water runoff away from on-site sewage system.
14.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge
of the drainfield and reserve area.
15. Have the septic tank and pump chamber pumped or inspected every 3 to 5 years.
16.No vehicular traffic over drainfield area.
17. Inspect floats, clean filters,and test high water level alarm every 6-12 months as needed.
18. All materials and workmanship must meet County and State regulations.
19. Deviation from this design without prior approval from the Designer and Mason County
Environmental Health Department will make this design null and void.
20. All manhole lids and access, sampling or inspection ports must have locking covers and
be located at ground level.
21. All pressure systems with a pump chamber outlet higher than the drainfield must have a
1/8"hole drilled in the discharge pipe above the pump to prevent siphoning.
22.All transport lines under driveways or parking areas must be encased to prevent crushing.
23. Homeowner is responsible for all property lines.
101 20a20