HomeMy WebLinkAboutSWG2025-00390 - SWG Application / Design - 9/9/2025 M . MASON COUNTY 415 N 6TH STREET,SHELTON,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
On-Site Sewage System Permit: SWG2025-00390
APPLICANT YOUNG ET UX JACKSON RILEY Phone:
Address: EMILY WARD SEATTLE, WA 98107
SEPTIC DESIGNER Micah Halverson Phone: 360-490-6365
Address: PO Box 1519 SHELTON, WA 98584
Site Address: Deer ct
Primary Parcel Number: 422055000051
Permit Description: Proposed OSS for future residents. Owner is working with Arctos
Aerial for wetland report.
Permit Submitted Date: 09/29/2025
Permit Issued Date: 01/15/2026
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 10/09/2028 (based on date of inspection)
Permit Conditions:
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
2 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 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.
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
JL MASON COUNTY DATE RECEIVED: O�(_Jt _ ^1 4:77„, a50a5 C
c:21
(J . D
AMOUNT RECEIVE RECEIVED BY;
Public Health & Human Services 4555 CO Cl)
ONLI Ne 4a' 3 N
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 �j�,� ≤ Cl)
415 N.6th Street-Shelton,WA 98584 S W G a c�15 - W�'f'� O
((//�� l/��V Z fA
ON-SITE SEWAGE SYSTEM APPLICATION
E 73
rn C)
APPLICANT PHONE rn
Jackson Young 603-398-2616 ,— z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 3
6105 20th Avenue NW �j Seattle Wa 98107 CD
CO/ O
SITE ADDRESS-STREET,CITY,ZIP CODE sr
Undeveloped - Land C-.:, c S1 14"
NAME OF DESIGNER1,Ig PHONE 2 I IV
Micah Halverson 360-490-6365
NAME OF INSTALLER Cr PHONE 0
I fV
Unknown ���,., <_
PERMIT TYPE(select one) ,,,,,..asDRINKING WATER SOURCE Cl) O
!i RESIDENTIAL OSS 11 COMMUNITY OSS Ii_I COMMER • •SS 5 PRIVATE INDIVIDUAL WELL El PRIVATE TWO-PARTY WELL Z
TYPE OFWORK(select one) 01
pi PUBLIC WATER SYSTEM Cushman PUD1 I t
)0 NEW CONSTRUCTION/UPGRADES l REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I ul
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
DJ
In DESIGN FORM(REQUIRED) g SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? 0 I 0
hWAIVER(S)(IFAPPLICABLE) 2 .38 ElYES ❑✓ NO 0 r
I O
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
Turn onto N Lake Cushman rd at Hoodsport, turn left onto N Fawn Dr, turn left onto N Deer I o
lane E, turn right into Deer ct. subject lot is at end of Deer ct. follow walking trail down hill to r I o
proposed drainfield area, test holes are marked with pink ribbon. o
01
IO1
-—a I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. S
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
DI 4... (2 VI ("4(60
IA (41,01- (6,,k
0 ...._, 2..... r 0 blr----(7 f' . 1(9
(.1.1 A,(Loth
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.
INS TOR SIGNATURE DATE APPLICATION EXPIRATION DATE PP ICATI N APPROVED/ISSUED BY DATE
U 10--�z5 /o e. a- �� 5��` t--( •41
THI F 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: 4 2 2 0 5 - 5 0 - 0 0 0 5 1
A design will be reviewed when 3 copies of each of the following are submitted:
''Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist.
''Scaled plot plan,including all applicable items on checklist. ''Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG (95.-'' OO3°1p Designer's Name: Micah Halverson
Applicant's Name: Jackson Young Designer's Phone Number: 360-490-6365
Mailing Address:
6105 20th Avenue NW Designer's Address: PO Box 1519
Seattle Wa 98107 City State Zip Shelton Wa 98584
City State Zip Designer's Email halversondesignlIc@outlooka
DESIGN PARAMETERS
Treatment Device
O Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter O ATU ❑O OthePeptic tank
Treatment Level(check all that apply): O A O B O C O BL1 O BL2 O BL3 1 1 E O N
Drainfield Type
O Gravity gPressure 'Trench O Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow: Operating Capacity 180 gpd Length 28,28,28,24 ft
Daily Flow:Design Flow 240 gpd Diameter 1 1/4 in
Septic Tank Capacity(working) 1000 gal Number 4
Receiving Soil Type(1-6) 3 Separation 9 ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
Required Primary Area 300 ft2 Total Number of Orifices 27
Designed Primary Area 305 ft2 Diameter 3/16 in
Designed Reserve Area 324 ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 108 ft Schedule/Class 40
Elevation Measurements Length Preferred ft
Original Drainfield Area Slope 5 % Diameter 2 in
New Slope,If Altered same % Preferred manifold configuration used? grYes O No
Depth of Excavation Up-slope 24 in Transport Pipe
from Original Grade Down-slope 6-22 in Schedule/Class 40
Designed Vertical Separation 36 in Length 50 ft
Gravel-based Drainfield Required? O Yes O No ✓ Diameter 2 in
Pump Required? lif Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 4
Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 2+ ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice Higher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 27.9 Ti r , O Elapse Meter O VEvent Counter
Calculated Total Pressure Head 16.3 p TA V Allier
p , I t TBD ,pump off 6hrs
Comments
JAN 1523
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 4 2 2 0 5 -- 5 0 -- 0 0 0 5 1
Permit Number: SWG ()IOpZ ''003%
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
0 Test hole locations 611 Drainfield orientation and layout Reference depth from original grade:
O Soil logs g Trench/bed dimensions and RI Septic tank
O Property lines critical distances within layout 1,71 Drainfield cover
0 Existing and proposed wells gD-Box/Valve box locations
Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks, and locations
121 Laterals,trench/bed, top and
surface water and critical areas g Observation port location bottom
g Location and orientation of EZI Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components
lili Orifice placement Other cross-section detail:
IZI Location and dimension of g Lateral placement with distance C' Observation ports/clean-outs
primary system and reserve area to edge of bed
0 Buildings Other Information
g Audible/visual alarm referenced Yes No
• Direction of slope indicator g Scale of drawing shown on scale g O Design staked out
l 1 Waterlines bar O C1 Recorded Notices attached
g Roads, easements, driveways, El El tictibrielffaA a r Live 0 0 Waiver(s) attached
parking e i s s o e i ` g Pump curve attached
p <�.
� North arrow and scale drawing �� .�
0
l'Evaluation of failure
shown on scale bar JAN 15 202 Non-residential justification
MASON COUNTY ENVIRONME ❑ l�Waste strength
NTAL h'E,4L i h' ❑ C�Flow
..1A:i
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation if Yes O No
7 i a, 4 i1 9/2-9/2025
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 •te regulations:
2..1,6
(p)t
viro tal Health 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: /&- 41'ps(
✓ 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:4/14/2025
Page 1 of 5
X
2 BEDROOM ON-SITE WASTEWATERDESIGN c,
W
2r°Z 5
w 0
w
c6 w
I
I Property Lines Established By Other LO it j
/
O# Callouts o
' 110 1)4"ASTM 3034 With Cleanout
*k
2) 1000 Gal. 2 Compartment Septic TankLO
3) 1000 Gal Pump Chamber CD ZZ
4) 2" Sch40 Effluent Transport Line BENCH MARK ELEVATIONS
S, 5) Preferred Manifold
p N
s • BME1: 0" BENCH MARK/LAT1 4t I
P1b See P 2 for Drainfield Details
a 9 • BMF2:-1" LAT2 a)
cP, 6) Proposed Waterline • BMF3:-11" I AT:} L D
/ \ �r4,c,, *Must Maintain 10' from ALL Septic Components • RMF4•-13" I AT4 0
6,)j4 • BME5:-36" TANK W/
4 • BME6: +2" HIGH SPOT IN LAT4 Y
I <",)S • RMF7 -6" MANIFOLD o J
CD 1
• BMFR' +14" HIGH SPOT LAT1 c
/ Q. - - -
/ I / BENCH MARK ELEVATIONS ARE
onnect OSS to Future Residents Lot52 TAKEN FROM ORIGINAL GRADE.
/ /
I orizantal Setbacks Per:Y`WG 246-212A-0210 �� 4 0
Edge of Wetland Established By Other $ cr.s.
ii 1 4 5 z
1
50'+ to Wetland = BME7` ::
��
w
~
_.__ • I TH1 CD
.� 190
/
/� BME5 BME6 I BMEB �� c9 CO
1 Ue / 6 \
195
' N �a ry �Y v �r cE
I
I i TH2/ v4:„ rz 1), 0 1/4----Lot51 I \ 41gS� ✓,4— --I — — — — 100'+ to Wetland BME4 / rQ� NCOUNT N,f 1 a Owner/
— — — — — — — $� / BME3 Approximate Land Size: .38 Ac I \ YFNV� b^ Applicant:
- - - -- - BME2 BMEl / R
212'+� - - - - - — / P( 6-A, p 150'+/- I UJ 01 o
/,, / C `Z" co
Y"later I` a) o
Meter O) co ÷'Soil Logs 'u)
CDo
o
TH1: 0-60" Gravelly Loamy Med. Sand ` .o��a.I a) -
30' 20' o' - '10 20' 30' 60" Bottom of Test Hole Lot50 v• •� O a:
i c -
Scale: 1"=20' O • to w aai
TH2: 0-40" Gravelly Loamy Med. Sand • \ L -3
40-64" Loamy Med. Sand : ,it, O
64" Bottom of Test Hole % ('{3tl o 53
CONTRACTOR MUST HAVE ALL UNDERGROUND UTILITIES LOCATED BEFORE CONSTRUCTION. 4,,1t CD m j
This is not a Survey.Site features,topography,elevations,and footages are based on data provided by the property owner �VIIICAH
S100 ;f+ _ cB
and from Mason County public records.This Site Plan and the Septic Design are intended for review by the Mason County ofrMr1& C a2
Health Department and the contractor hired to install the septic system.Micah Halverson as the septic designer hereby •• UCIENBED DESIGNER II Z
advises the sp y owner to use a licensed surveyor to prepare a survey of the land that discloses the exact location of the .'►+��1��� ,
prooerty lines elevations topography and footages " • •'0iriel-2.7—
Page 2 of 5
Preferred Manifold Access Drainfield Layout
Preferred
w
t- Manifold N prt Line
5 5ch ffluent Trans• Z
feeder lines w
--_o w
x
t—
fAt
1 1/.,,S`h4p F D, .
ciryfie/d4�Q s/off s$
eede_L,,,,,, � r
1.25"flapper Q I
//./
125"// / // /
/ 9 / ili/ v / /
/ • yv�v / / / / Drainfield Calculations o u)
/ •
Iv / • / / Soil Type: 3 U
/ / / / / / / / Soil Application Rate: 0.8 gal/sgft/day 2"elbow 2°Toe'sCT
// • // / / • // ry// • // / / / / Design Capacity: 240 GPD Y
/ / i / / / / / / • / Operating Capacity: 180 GPD O J
/ / yr / / / �'/ / u C
/ / ~` / • ' 9' / / / �wr Total Absorption Area Required: 300sgft from Transport
Pump
/ / ,�� / / / / • 2v (27) Quick4 Plus Standard Low Profile Chambers v,
/ / �° / / / / ,., / / 0„, Calculated Absorption Area: 27 X 11.32= 305.64sqft
Valve Box
/ / / / Z. / / 1Nith Secured Lid
/ / / / • / / / 36"wide Standard Gravel Trench's are Optional.
/ /P / / / / / / Area Reserved: 324sgft p o
/ / / / / / / / / / /
/ • / / Finished Grade
/
W
,(`3 3/16"Orifices / / / / 3/16" Orifices @ 48" On-Center Q
Sweep Access/Observation Ports / Flapper =
This end of Each Trench Install Chambers per Manufacturer instructions. Check z"x1.25"
1.25"PVC 1 Valve Bushing g„ F—
w
Feeder lines Ball Valve N J
I-
2"Transport from pump to
F_
0 5' 10' 20' m w
rn
iiMI . �o,o-° o9aQvo-o g,Qoq-q o o,�� ao`"o -oQ000Qao-o00 �,
Scale:1/8"=1' O° o� ° °o o.JotD'I �)r �0_n o� o.0 oo C
Not to Scale .—
co
Drainfield Cross Section Owner/
Applicant:
Finished Grade - if L
2"topsoil(Optional) "` l
run b"sandy pit :�
-4--------5% Slope JAN 1 5 2Q26 (—) co E
Original Grade
Reserve MASON COUNTY ENVIRONMENTAL HEALTH
J in
6'Minimum Between Trench's c + CO Y
-- J BIM o
Reserve 60"GLMS
q'+ I
V
ry
24 Reserve ��,I I o
q Upslope Depth 36"+Y5 as I O = V
Reserve o �� �i o —
3' ° a •
a 1� CO
° rn of Test Hole III
UCENIED lateralorificesfangup • _i24" Upslope Depth
6" - 22" Downslope Depth sweep with threaded cap bottom of trench
Not to Scale
Page 3 of 5
x
cleanout between w
sewage source 24" access 2X with gas tight lids Z M
.O and tank i w 'w
15 u.i cc
cu oi
l— V Finished Grade
A Pump Selection for a Pressurized System-Single Family Residence Project
1000GaI. Septic Tank - -
36" Max `-
10 Lo
V Parameters C
Flow 2% Extend handle if more Discharge Assembly Size 2.00 inches 100 O
than 24"from Lid. I
Transport Length 50 feet Cl 'I-
' L J Transport Pipe Class 40 10 T—
I I I Transport Line Size 2.00 inches 90 t *t
Floating MatPVA30051
Distributing Valve Model None C) z
i - ... ___..
Max Elevation Lift 10 feet Q
`T� 1-2%Grade to Pump Chamber Manifold Length 2 feet 80
Baffle per code Manifold Pipe Class 40 It
pass through hole blo-tube Manifold Pipe Size 2.00 inches __ (1) (1)
i Number of Laterals per Cell 4 U D
per plan .p Lateral Length 28 feet 70 RS 0
I Lateral Pipe Class 40 .- W
FTW0436-28 Lateral Pipe Size 1.25 inches y
Orifice Size 3/16 inches LL' Q
H x 60
I' Orifice Spacing 4 feet p p J
l Residual Head 4 feet ~ _. .__ _ _. e
Flow Meter None inches m y
sediments 'Add-on'Friction Losses 0 feet I 50 C
U_
. • Calculations
.3"sand or Pea Gravel
Minimum Flow Rate per Orifice 0.87 gpm O 40
All inlet,outlet, crossover
Number of Orifices per Zone 32
piping to or from tanks f°
Total Flow Rate per Zone 27.9 gpm
requires ASTM 3034 ill ' o
or better and must be PVC. Number of Laterals per zone 4 3000
%Flow Differential 1st/Last Orifice 0.9 % W 6)
Transport Velocity 2.7 fps _— - - -.... _....- _..._ _ Q
use orenco HVX
24" access 2X with gas tight lids discharge assemblies Frictional Head Losses 20 H in
(Anti-Siphon when pumping down slope)
Finished Loss through Discharge 1.6 feet N
Grade Loss in Transport 0.7 feet
AL- - - Loss through Valve 0.0 feet 10 W
a. Exterior J-Box
x = 1000Gal. Pump Chamber Loss in Manifold 0.0 feet
to _ May use Orenco styleith
i check valve Loss in Laterals 0.1 feet -
Interior Box C
�p : flow to soil dispersal unit — i���/�7 ' Loss through Flowmeter 0.0 feet 0
'Add-on'Friction Losses 0.0 feet (>3
m : ...< _ - 0 10 20 30 40 50
I'= > Net Discharge(gpm)
— — —
conduit to control panel Pipe Volumes
inlet pipe 4---or-----41-1,- (NO DIRECT BURY}^LIRE) Vol of Transport Line 8.7 gals Owner/
P
Vol of Manifold 0.3 gals Applicant:
E m e rg e n ey 5 to ra g e I Vol of Laterals per Zone 8.7 gals
High Level Alarm float Total Volume 17.8 gals PVA3005 A3005 H a High Legend PP Head Effluent Pump System Curve:—
Place crossover pipe li 30 GPM,1/2HP
on native undisturbed soil --
Minimum Pump Requirements 115V 1O Pump Curve. r ,
when tanks are not inline. ' `„J
Design Flow Rate 27.9 gpm
Y'to rki n gVolume Pump Optimal Ranger 00 O
Total Dynamic Head 16.3 feet LO °
IINN_ Pump Control float O Y
R 1 ' f Operating Point: = 0) 0
w O� j 1 Design Point:O 0) CU +-�
C0% \� ri
Orenco PVU68 .ump per plan: \' 0 i$ ia) , (�O
W or similar Orenco products 00 ,, O v
= Orenco ,�6 '. 0 = _0
sediments �- } llll� -
PVA30050 �.� .
'f '` ,��
r f O
3"sand or Pea Gravel . .cr
O STEMS i • 0) fn
raiiiiIIMIMMIMitilail ` ��� JAN 1 5 t'
C
All Tanks must be on 1^tashington Dept.of Health registered list of sewage tanks. ,�i 1IIG,4 FIM11/.Wt$1ReON$MOMS1I �.SON X fA
All tanks must comply with capacity ratings,usage and limitations on list. r UCE7�ISED DESIGNER 1 COUNTY ENVIRONMENTAL HEALTH '—
https://www.doh.wa.gov/Portals/1/Documents/Pubs/331-046.pdf. 01 �„�"+�""=� J CO, BIM m j
wow&pia ZZ.
Traffic rated tanks and lids must be engineered by manufacturer or licensed engineer.
Install Tanks according to manufacturer specifications. 2 a =
If tank hole is stony or hard pan tanks must be bed onto 3"sand or pea gravel. Install Orenco Pumps and Products per Manufacturer install Procedures.
https://www.orenco.com/
Page 4 of 5
x erefCo Technical Data Sheet fare1l!COe Product Sheet m Quick4 e 5 TEM , SYSTEMS Ri
7 The Quick4 Plus MVP Simplex Control Panel External Splice Box = d iltrr '
o INFILTRATOR' w w
Q water technologies Standard Low Profile(LP)Chamber --- u., rt
ra Applications Features/Unique Specifications Applications Standard Features 8 Benefits _ m
I— Onion's External Splice Box u engineered pacifically for pressurized water and •Watertight for pro- •Bottom entry allows
t uick4 s'" : Ore des ,tco'v MVP Simplex Control Panels provide tuned-or demand-dosing To specify this panel fa your installation,require the following:
controls for single pumps;n onsite septic systems,effluent sewer(STEP) wastewater treatment systems ands especially suited for use in locations prone to longed submergence conduit or direct-
The Qwck4 Plus Standard Low •Programmable for timed-a demand-dosing applications high groundwater and other wet conditions.I attaches outside the access riser of an per Is listing(type bury cable to always
• • ' systems,and for pump controls into gravity sewer systems. 6P) remain below mini-
Profile(LP)offers maximum — - • — •Built-in elapsed time meter and counters underground tank.
All MVP panels include an easy-to-use,programmable logic unit(PLIq that •
mum burial depth
strength through its four center s — — 4 •Digital timed-dose function accurate within 1% •Attaches outside of
Incorporates many timing and logic functions,such as multiple timing inter- 9� 4 Attache wee Me .,Orence s
structural columns.This chamber iii' •�"a access riser to allow •Maabl of L
•___ vats to adjust for charging flaw conditions and a built-in elapsed time meter •Multiple timer settings to optimum daring during normal and peak External Spat Box Mows Near,.
can be installed in a 36-inch-wide - '- and counter. flow conditions roaca (AIM winiw'Wheel opening :nstsectbn without W-resistant PVC,
trench,It s shorter m height than ( I•: 'I /, ---),
-�s ttse rise lid opening riser lid suitable fa cold O n�/
Infiltrator's other Standard model \ • /7 - •Built-in programming keys for fkltl-adjustable timer settings without h, 1l\ , I •Allows more equip- I ci tiers exposure antl O L.L.
chambers,allowing for shallower _ a portable computer +,r rnent oroutdoor applications
installation.Like the original line •Ability to use EEPROM card to change panel functions sic �!' working roan inriser, •Includes a riser to O
of Quick4 chambers,rt offersa use of a smaller- adapter des,gned O
s to nkin LED tight ,pvr. +•,..-* dameter user provide a watertight
advanced contouring capability with , •High-and D tiglevel alarm conditions differentiated steady or ., ,. •Volume of sec ins connection between lS� r 9 Palo dY • - ,�
its Contour Swivel Connection'", •Silenced alarms automatically reactivated after 12 hours 4 condition L IIcc�_- _'4'P' (2065 cm g allows the splice box and in
It
which permits turns up to 15°,right Quick4 Plus Quick4 Plus f r Is not corrected 1 '� '' 4-� riser
rs. - $ easy wiring access
or left,The Quick4 Plus All-in-Ones - -' t'4'
Standard Low Profile(LP) All-in-One rtrla� •Standard 120 V output for remote alarm activation )•,r-..-..P.'''' and accommodates •Includes three cord C.) Z
a and Quick4 Plus Endcaps provide Chamber Benefits: 8 Endcap Benefits: 1 •Timed delays on float inputs to prevent chattering multiple Mang grip plugs to seal (1I ‹f
increased flexibility;n system design _. configurations unused cord gips N �l
•Low profile design makes this -
and configurations. P 9 •May be used at the end of chamber - - '- - „ •Ability to use one model of float la all functions S
chamber ideal for shallow row for an inlet/outlet or can be - - •Visual indicators of float positions '
applications installed mid-trench Optional Features&Beo l two
It 1
•Reduces imported fill needed me MVP control penal rMW-SIOMshown,accnmmmaatos both need.and demand- •ReduMant-off function as standard
CI)
^
Po •Mid-trench connection feature allows 00009 •UL 508 listing In US and Canada - •Can be supplied with •Allows for two sets of Cl) x.//
for cap and fill systems center feed inletting of chamber rows -- divider plates that wiring runs(Class I V D
_ •Four center structural columns •Center-feed connection allows for separate the splice and either Class II or L
offer superior strength easy installation of serial distribution ire der iris Peaty MVP canba Mlle is,rs Standard Models �.,_ • box Info two crompart- Class III)for high and CO
Maximum Strength programmable mom wait RP) meets,with two cord low voltage:includes
•Advanced contouring connections systems MVP-S1 DM MVPS2DM 0.---^ CL
grips and one contlu4 a PVC conduit plug LU
I uick4 lus St n a n L 'Latching mechanism allows •Variable pipe connection options c u6 ns *z -. hub in each for closing off the
for quick installation allow for side,end or top inletting une9 "°k% compartment nsecondot conduit hub If
Product Code Diagram
Chant orSaecific tiros g not used
•Four-foot chamber lengths •Piping drill points are set for Materials of Construction
She are easy to handle and install gravity or pressure pipe - i•
34'W 0 53"L x 8"H Component Material MVP-S FIE DM
•Supports wheel loads of C
E x1348 Endcap Benefits:mm x 203 m 76,000 lbs/axle with 12"
m) of cover E closure__. _,_ w-r stant ficerglass,Typo 40 pP 661 -WIM 5219 Quick4 Plus drips Stainless steel m� «vs in Latch stainless reel -A surge
PPL=pump run loin
Quick4 Plus _ •Simple,flat design PL ro.er Item
Lauver Height All-in-One Mar.-mode lomea-and hm,pl.dose,
•Allows installation of a pipe Specifications ire us spiv Spin,e s
6.3"(160 mm) Periscope Benefits: P gl eJed PVC.
from the end only wn�' 1 relays me ms or s - It a to lore Wog r
•Allows for raised invert Feature Specifications Fars:= ano a w.euys per
•Piping drill points are set for e _Mn rwus A sore relays melange submergence
Storage Capacity Hord,In.(mra
tmI 9 3)(292)
installations gravity or pressure pipe
32 121 L g ty
9a( ) Widm,m.(mm) 9.3(236) P«np yo•9a' O
-_-. •1800 directional inletting t=12002
Certified b the International 0apth_Ie.lmm) 5.411371 2=r20«240000
invert'Might •12"raised invert is ideal by To Order Orenco z
‘---
Assonianon of Plumbing MVP-57 panel ratings 120 VAC,t ro(0.75 kY✓I,16 A 1-Blase,EO It 6lnipa motor control
3.3"(84 mm),9,6"(244 mm) for serial applications CO
and Mecnanical (Air) find your nearest Orenco Oistnbma by calling Orenco at 800-348-9843 a clicking
andMOfficials ham.' 1 ) MW-52 panel radios' 12o VAC,t hp ro.75 kW1.16 A 1-plm5e.6o H[ MN oxNtl peel S Y S T E M S W°Distributor Locator"at aearo.corn
APPROVED in 240 VAC,3 hp 12.24 kOft 16 A,1-phase,60 Fit Q
AiLpFxn o,.e<o System,•ADO-sue-seers..,u,-4ss4ua•YAWN.prem.corn•'une mxn„u4 vein mesa amts Fulcra mama Narked:meow x....aavm Q
i•.a.e
I_ W
�renc0 Technic. -fate Sheet
N f—
S V S T E M S d; '.V•
SETTING PUMP RUN TIME Orenco Technical Data Sheet I—
Universal Biotube®Pump Vaults S Y S T e M o LU
-in. (100-mm)
Pump On Time: TBD Pump Off Time: 6 hrs For use with Orenco®4-inch(100-mm)Submersible Effluent Pumps Biotube® Effluent Filters cr,
Emendable Applications _
Applications General 166 handle
4 5 gal per doseOrencoe'4-inch B;otubee Effluent Filters are designed eat)remove sal- 23
9 P The Orenco B tube Pump Vault includes a molded polyethylene ous-
4 Doses per Day Orenco Birtube`Pump Vaults are used to fitter effluent that is Dumped ing o th an internal Bbtube filter cartridge constructed of polypropylene Veined top pate. ds from effluent saving residential septic tanks.They can be used in
septic tanks or separate closing tanks in STEP systems and onstte and PVC.Schedule 80 PVC support standard new and existing tanks at flows of up to 1200 god
Operating Capacity:180GPD wastewater treatment systems.They remove two-thirds of suspended ppeh are included re
vault in a tank opening. instead
of nch(1727-mm)vaults,which rest
solids,on average.Pump vaults house a Biotube effluent filter and one on the bottom of the tank instead of on support pipes,am also available. ...JUL General
or two()mom high-head effluent pumps and can be used in single- The filter cartridge can be removed without pulling the pump or the vault
Set On Time: - Fill pump Chamber 2/3 full of water, canpartmeot septic tanks with flows upto40 gpm(2.5Usec).When Effluent enters through inlet holes around the perimeter of the6iotube Orenco BoNbeEfluemFiltersNB.Pate effluentts Mx eating
Owner/
flaws are greater than 40 gpm(2.5 Usec),a double-compartment sap- vauh and tows the Bbtubes to the external flwi inducer.The OmWbes 9492,635)am used to improve the quality al effluent eating a septic tank Applicant:
-Remove end caps from lateral sweeps. tic tank or separate dosing tank o recommended. through in a residents'septic system Increased effluent quality improves system
external flow inducer accommodates one or two pumps.Onion Biotube performance and extends Bra;nfleld life.
— Run pump and flush all I lines. Pump Vaults are covered by U.5.patents X4,439,323 and 5.492,635. age tightly in the vault and is removable for P PThe Biotite carte tits 1
Beebe Idler I maintenance.The tee harere can be extended la easy removal of the
- Put test caps on end of sweeps. Suppon99* canna
ge
- Measure and adjust( if necessary)squirt height, I Standard Models
PW48-1818,PW57-1819,PVU68-2419,PVU84-2419,P1N95-36
- Remove test caps and install screw caps on sweeps. Standard Models U E
- Measure pump Chamber liquid level. Product Code Diagram Fsw44-36,F so444-36M4FTwa73s-28 FTW0436-28M J
- Run pump for one minute. 00 O
F wg444.36.Mb/0444-36M
- Re-measure liquid level in pump chamber. Pv°I�0 — O
Eaemol flow Inducer T Product Goole Diagram
-Calculate pump on time to get 45 gal dose. TAW pa.wm cri
X00040-E-❑ w 0
nwMOmu awd«a p
MO
., 0 mm
((�, 1
"J I f_
li glinms)mint Row moan.antl neat win nn, O
0`1 ` screw All Lids Down 1mint B.=np�«w U
40— how modulation a rowre:mew Pate map Q
"'let holes-- l c«uuoe^eieM:w,essa plate(nptime) mws,am,Ir. ��
� ,, 24'18 0 1 Ca.*
w ore nalanda a C 1 I_
O i ;, pM1nyM _.__ ill Mil ep,IM«p 1 •0)
57'0.8 OCD
a. � � " 68'(1727 ,
x� 11#, nr+i^i F- Accustom VRAAArou
a moremeshi.e —line ass s 4-in[MAAR(Wer diameter
mr AO u we ≥ O
I
0
tJr r� `J -{ aleck tla ra.2,ml mesh Fae eA tpllm:
�+ ��� 1�� ���� 6,de viaw , name, , we« �,o,s-i nes f aamdre«.z'm, 'aaww er.«��m m�\R� M Materials of Construction =),...)....f,,,setiF
l ICE1D DESIGNER GOU�(�( � Tank Access and Riser Diameters Materials of Construction 0 To
I
• Mk° ♦Q� Diameter,;n.(mm) tug with PVu with Support pipe Schedule 80 PVC I Vault PVC _---- ^ T
is.Is "��+�""-•! J v simplex pump duplex pumps B;otubew cartntlge Polypropylene and polyethylene
CL 1
Q•091101_2.7._
'� Biotuhe°vault Polyethylene {
ElIPINEV. Tank access,minimum 19 14831 19(483) PVC - Handle components PVC,polyethylene,stainless steel
Tank access,recommended 20(508) 20(508) Biooi s filler cartridge scfredPolypropylene AC
Riser,minimum 24(600) 30(7501 float seem Schedule 40 PVC
Drain valve ball Polypropyiene
Page 5 of 5
X
INSTALLER GENERAL NOTES NOTICE TO PROPERTY OWNER cc
This Septic Design has been created based on the most current regulations found in z o
a - Contact Designer at least 24Hrs Before install. the Washington Administrative Code, Chapter 246-272A, and the Standards and w w
cc
o - Drainfield may only be installed in dry weather conditions Guidelines adopted by the Mason County Health Department, all of which are to CO
- Installer must divert all stormwater away from all septic components protect public health.
- Drainfield Must be dug Level and Accurately.
- Drainfield Must be dug with toothed bucket and hand rake bottoms and sidewalls to loosen soil. The property owner is aware it is the property owner's responsibility to obtain all
- Disturb as little native soil as possible when and if clearing is needed. necessary count state, and federalpermits before the commencement of any ix) `�
- Use tracked vehicles and equipment to build drainfield. county,
Et
- It is advise to place a rebar stub near observation ports and valve boxes for future locating. development of this property or the installation of the On-Site Sewage Disposal o F-
- Threaded caps at end of laterals should extend within 6" of top of access. System (Septic Project). o
- Tanks Must be on certified list of approved tanks from DOH `S? Tt
- Tanks are to be Bed onto 3" of sand or Peagravel or to manufacturer specs. Neither the Designer, Micah Halverson nor the Mason County Health Department are o z
- Tanks must maintain at least 50'+ from Wetland responsible for any disputes which may arise between neighbors, or contractors, N Q
- Drainfield must maintain at least 100'+ from Wetland subcontractors, suppliers, and engineers that are chosen to work on the Septic
- Wetland shall be marked and flagged by certified wetland biologist. It I
- Installer may use equivalent products meeting same standards with Owner& Designer consent Project. TD" co
If this land is in a development that has a Homeowner's Association, it is the property L 0
-After squirt test has been performed a draw down test in pump chamber is needed to establish owner's responsibility to review and discuss with that governing body if the Septic ca 0
pump run time. See pg 4 for instructions. P Y P d w
- Emergency Disconnect and Pump Controls Require L&I inspection and permit Project is subject to specific protective covenants, restrictions, rules, or regulations
-All Electrical wires should be placed in conduit and No direct Bury wire should be used that would prevent the installation of the Septic Project. o J
- Contractor is responsible to get underground utilities located before construction c
- Place all components according to this design The Designer, Micah Halverson, and the property owner (or the person representing a)
- No waterlines shall be allowed within 10'from sewage components, no exceptions or waivers permitted without to the Designer that he/she is acting as agent for the owner) have signed an
prior approval from designer and mason county health. employment contract, whereby the Designer has prepared a septic design for an On-
-All Materials and Workmanship must meet county and state regulations Site Sewage Disposal System for a residential dwelling on the land described herein.
- Deviation from this design without approval from designer will make this plan null and void.
- Designer may have additional charges for redesign work and final inspection o
- Owner is responsible for all permits and fees including any HOA/covenants rules, fees and any approval All additional work by designer is subject to additional payment. Additional Work z
process required. includes site visits, revisions, record drawings (aka Asbuilt), consulting with owner's LIJ> °'
- Designer requires "Owner" to approve the installation,methods and components used by installer engineer, project manager and/or county officials. Designer does not warrant his work Q
before final approval by designer. to Owner's transferee or buyer. i w
- Installer must follow all conditions from Mason County N -J
- Reference additional design form attached to this design. ,r, l—
The property owner shall be responsible for establishing all property lines, easements o
- For any questions Please contact Designer at 360-490-6365 and if an easement for any septic drainfield, tanks, pipes ,wires or ingress/egress, o �
establishing/locating the boundaries lines of that easement. 6)
The property owner shall assist designer and installer in locating all known wells, 2
surface water, critical areas and buffers within 100' of the property.
Owner/
The property owner is responsible for all costs associated with the employment of Applicant:
contractors and those materials/components used in the installation of the designed
septic system.
Designer does not guarantee water adequacy from proposed well location or depth of J o
well to water source. Owner and well driller are responsible for final well location. J o Y
C o
The property owner is responsible for all future maintenance and inspections as `�
�ory �, adopted by Mason County Health Department o-o : �i� Non-survey equipment was used to determine if = �
�� P
R 0 V the proposed site would be suitable to support an O -
�i n-Site Sewage Disposal System. The following . -
li quipment was used to prepare this septic a) o
" ^^ design: Kubota excavator, Spectra Precision _� x co
�oo,00 �� JAN 15 281'3 t, :, o ,--
co
MICAH MINK MAMMON • MASON COUNTY ENVIRONMENTAL H aser level (model # LL500), Komelon Steel op ai
uoEER �/ AL Tape (model #N5300, Stanley 30' tape, Suunto =
)1/
+% �. Jew Tandem Clinometer and Compass, and a Keson 0 To-
i
' 0,•oivici_2z- Wheel Tape (Model# RR319N). Software used
to prepare this design: Chief Architect Premier.
"Vertical Datum:Assumed"