HomeMy WebLinkAboutSWG2023-00381 - SWG Application / Design - 9/2/2023 aigt 584
MASON COUNTY 415N 6THELTON:6HELT967 .EXT 400
SHELTOM 360A27-4467.EXT 400
BELFAIR:360-275-4467,EXT 400
Z Public Health & Human Services ELMA:360-482-5269,EXT 400
-`+/-� FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00381
APPLICANT MEYER/CACCIARI FAMILY TRUST Phone: 619.606.4216
Address: JEFFERY R MEYER & MONA T CACCIARI TRUSTEES LAJOLLA,CA 92037
OWNER MEYER/CACCIARI FAMILY TRUST Phone: 619.606.4216
Address: JEFFERY R MEYER & MONA T CACCIARI TRUSTEES LAJOLLA, CA 92037
SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255
Designs Inc.
Address: 171 E VUECREST DRIVE UNION,WA 98592
Site Address: 12831 E State Route 106
Primary Parcel Number: 222203400030
Permit Description: New SFR -5BR Oscar X02
Permit Submitted Date: 09/08/2023
Permit Issued Date: 10/04/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system)_
Permit Expiration Date: 09/13/2026 (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 055.
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/healthlenvironmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
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OFF CIAL 115;7:: -'-
MASON COUNTY 1 • rJ 23 y n
ICI COMMUNITY SERVICES > m y
Pub',x..xn'r 0 m
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SWG 202E - 00, / o
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ON-SITE SEWAGE SYSTEM APPLICATION n n'
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APPLIOAIG I P„(IIm m m
Mona Cacciari I (619) 606-4216 z
MAILINGAD(SR;SS.STREET cm STATE 2 P GCSE C
6212 Avenida Cresta La Jolla, CA 92037 z
SITE AUDRss STREET DTPm CODE
12831 E State Rte 106 affair, WA 98528 N)
NAME OF DES GNER � c.
Arrow Septic Designs, Inc 60) 898-2255
NAME O=INSTALLER `. --
•
Bamford Septic Repair (360) 790-2364 N
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tL RESIDED T]Al-� h-COMMUNITY OSS gOOM'R R IAL ASS tFo� RI IND..I J L".ELL 6PRIVATE TV PART_•ELL Z
IPPE.] vanpr.__ �i . PUBLIC A ER SYSTEM
`yNEW CONSTRUCTION UPGRADES Ip.REPAIRi REPLACEMENT C GDF etm a- ,I gl TABLE IX REPAIR 1
5 TTAUS p' 0 SURF ING SE'A E ❑EXISTINGAILURE 21 S"HORE_INE
DESIGN FORM(REQUIRED) N TSEPTIC DESIGN(REQURLEDI eJr“, - m a
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5-WAIVER(51(IF APPLICABLE; • 5 - - o ,
-IRECT DNS-0 SITE ANC CC vUITIONS (e .ok_o eb, O
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Property is located on Hwy 106 between Union and Belfair on Hood Canal water side, gray I 0
house with rusty mailbox across from boxy gray garage, old wood signs "Cacciari" & r
"Meyers" park in driveway, walk down stairs to right side of garage. -1 0
IW
SITE MISTED FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0
OFRI A .;5 O,NLT RE :At; JS_IN.
UPGRADE,.AI.-IRE SG' ROE Bn reponmy PSFoses
❑VOLUNTARY CI MAINTENANCE/PUMPING Q SU IL DING PERMIT ❑HOME SALE ❑OGMPLA NT ❑OTHER
INSPECTOR SOIL OGS -.
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SOIL GODES RECORD 0R0.e.I INO PL:.A,tATIOi:RFPCR-
V PERT S-GRAVEL,' - 'ND = =SLT C-SLAP - - EMEL1 ROTS -_,Iw EO Fs PPNUVAL
TIvsPE TOR SICNAT RE D E urATIO ;_h-E GATION ACPRONEDs uEO By DATE
F• AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBS! (/5
DESIGN FORM—PAGE ONE Assessor's Parcel Number 2 2 2 2 0 — 3 4 — 0 0 0 3 0
A design will be reviewed when 3 copies of each of the following are submitted:
a 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 farm may be scanned and available for public view on the Masan County Web site. 14axineum paper see: I 1' V I "
... .PARCEL IDENTIFICATION
Permit Number SWG 711743— D036 i__ Designer's Name: Arrow Septic Designs, Inc
Mona Cacciad Designer's Phone Numbed (360)898-2255
Applicant's Name: __ ..— -
6212 Avenida Crests Designer s Address: 171 E Vuecrest Dr
Mailing Address: ._
La Jolla, CA 92037 Union, WA 98592
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendor.Biofilter ❑ Sand Filmy ❑Mound 0 Sand Lined Diaafnield 0 Recirculating Eger. I Jae'.
RI Aerobic Unit Make Mode. OSCAR X02+1 0 Disintbaion Unit Make Yodcl Other:
Drainfield Type
❑Gravity of Pressure 0 Trench 0 Bed C'tf Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 5 a$chedule/Class Netafim .42 gph
Daily Flow: Operating Capacity 450 gpd Length 25 ft
Daily Flow: Design Flow 600 gpd Qppiameter .66 in
Septic Tank Capacity(workine) X02+1-2-comp-1500 gal Nlmaber 10
Receiving Soil Type t I-6) 3 Separations .5 ft
Receiving Soil Appl. Rate 0.8 gpd/ft: Orifices
Required Primary Area 750 fl' Total Number of Orifices 50 x 10=500
Designed Primary Area 750 ft` Diameter emitter in
Designed Reserve Area — ft` Spacing 6 in
TrenchhBed Width 12.5 ft Manifold
Trench/Bed Length 60 ft. Schedule Class 40
Elevation Measurements Len_nh 60 tt
Original Drainfield Area S'.ope 0 % Diameter 1 in
New Slope. If Altered 0 °o Preferred manifold configuration used' Lig Yes 0 No
Depth of Excavation Up-slope 16 in Transport Pipe
from Original Grade Do..mslope 16 in Schedule'C.lass 40
Designed Vertical Separation 24+ in Length 10 ft
Graveness Chambers Required? C Yes 16 No 0 Optional Diameter 1 in
Pamp Required? Ef Yes C No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/de; 411
Diff in Elevation Between Pump&Idppcnnost Oriticc 5 ft Dose quantity 1 46 gal
Drainfield Squire Height Selected Residual(head) — ft
Chamber Capacity (food) 2-comp-1,500 gal
Pump controls: Please check those required.
penvost Orifice Higher Lower than Pump Shutoff liT Event Counter
Capacity CI Total Pressure Head 11.5 ;fc3y �gTimelr I�Blapse Meier
Calculated Total Pressure Head 5.72 ' �If��trlpy IjimEor 3�,°`30 sec .Pump off 3 min
I 11'
Comments 223 ,
II
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DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 2 2 0 — 3 4 -- 0 0 0 3 0
Permit Number: SW'G
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
ELI Test hole locations fi71 Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and g Septic tank
Property: critical distances within layout g Drainfield cover
❑ I xisting and proposed wells Reference F3os Valve box locations Reference depth from original grade
within 100 ft of property Septic tank:pump chamber and restrictive strata:
1 Measurements to cuts. banks. and locations
Laterals, ttenchPoed,top and
surface water and critical areas g Observation port location bottom
❑ Location and orientation of Q Clean-out location 0 Curtain drain collector
curtain drain and all absorption g ,Manifold placement C ' Sand augmentation
components g Orifice placement Other cross-section detail:
64 Location and dimension of g Observation orts/clean-outs
g Lateral placement with distance P
primary system -4 ,. ..v medgeof bed
Other Information
El Buildings
g Audible/visual m referenced Yes No
6d Direction of slope indicator
g Scale of dray' wn on scale g ❑ Design staked out
❑ Waterlines bar •. 0 g Recorded Notices attached
g Roads, easements.driveways, /�� ❑ g Waiver(s)attached
parking • w. :i..k WI ❑ Pump curve attached
g North arrow and scale drawing .d�� tf) . 7uS 0 Galumion of failure
shown on scale bar aL47fY o' 3 Nit Non-residential�( justification
uJ
PAULA JOY JOHNSON ❑ Waste strength
�ExvkE�sis - ❑ Ili Plow
DESIGN APPROVAL,
The undersigned designer must be n r by installer it time of installation Hi Yes ❑ No
Signature of Designer Date
The undersigned has reviewed thjs.rdesign on behalf of Mason Count. Public Health and determined it to be in
compliance with state and local•on- ite regulatins
Er it m)ntal ['earth 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: - j 3
✓ Drainfield site conditions have not been altereti m adversely affect conditions of desicm 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
Arrow Septic Designs
171 E. Vuecrest Dr.
Union, WA 98592
September 5,2023
Mason County Department of Health Services
415 N 6th St
Shelton,WA 98584
RE: Mona Cacciari Property(Parcel#22220-34-00030)Septic Replacement/Upgrade
Dear Inspector:
Attached is a replacement/upgrade septic design for a property located at 12831 E State Rte 106,Belfair, WA
98528. There is an existing 5-bedroom home built in 1959. The house has an existing gravity septic system of
the same era. There are no original septic records. The property is served by an artesian well approximately 200
feet upslope of the garage on the other side of the highway. The upland part of the property is extremely wet
and there is a culvert that runs year-round through/under the East part of the yard on the waterfront property.
The system is still in working condition likely because of part-time usage. Because of the septic system's age,
the owner has decided they would like to proceed with a full septic upgrade.
The existing 750 gallon single-compartment tank is to be decommissioned or removed and the old drainfield is
to be abandoned. The proposed 5-bedroom replacement system will be an OSCAR X02+] and will include a
new 1,500-gallon 2-compartment treatment tank, followed by a 1,500-gallon 2-compartment discharge tank.
The proposed replacement drainfield is 750 s.f. of OSCAR at-grade drip drainfield, sized using an application
rate of 0.8 in a Type 3 gravelly loamy sand soil. The OSCAR mound is to be dug into the ground and installed
flush with the original grade. This will protect it from foot traffic and erosion as it is right next to the existing
bulkhead. There will also be a new control panel with a timer, elapse meter and event counter to facilitate future
operation and maintenance.
This system meets Table IX repair standards with the new proposed drainfield being less than 25' to the
bulkhead in Type 3 soil,treatment level A without disinfection,and over 24-vertical separation.
The property owner's contact information is as follows:
Mona Cacciari
6212 Avenida Cresta
La Jolla,CA 92037
(619)606-4216
If you need further information,please contact my office at(360) 898-2255.
Sincerely ze
A o, APPROVE
2,4,1%;, OCT 0 4 2023P
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Treatment System Designer
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Key:
SOA L€; l "2.-0' Ol Control Panel with Audio-Visual Alarm
p c iv 3o q0
O2 Cleanout
L0i-PLAN/i/� 1`1 1,500 Gallon Septic/Aeration Tank
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1 �ONPP CAl;,O1 AR( 2-Compartment with air diffuser
RodL5ELi*f22O 3k-00030 O 1,500 Gallon Clarifier/Pump Tank
[ P,R3t St. RT 10to 2-Compartment
CD1,{. Headworks
A -listC 1 o L- O6 OSCAR X02 Mound Drainfield
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PPROVE
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OSCAR-X02 at-grade drip design calculations
Friction Loss Calculations:
F= L(Q/K)1e5
F=friction loss through pipe in feet of head
L= length of supply line in feet
Q= Flush GPM
K=47.8 (1" sch 40 PVC pipe)
(Table 2) Hydraulic Layout*05-50 coils*
Design Flow Total Coils #of lots Coils per lat Dose GPM. Flush GPM Excess TON
240 4 4 1 1.4 7.8 50'
300 5 5 1 1.75 9.75 50'
360 6 3 2 2.1 6.2 50'
450 8 4 2 2.8 9.2 50' i
4 8 4 2 2.8 9.2 50' i
600 10 5 2 3.5 11.5 50' l
® Coils must be arranged in a single line
F= 10 (11.5/47.8)1.95
F=0.72
Total Design GPM= Flush GPM =11.5 (from chart)
Total Head = Friction Loss+ Elevation from Pump Tank to OSCAR Coil Drainfield
Total Head=0.72+5 =5.72 (5.72< 50'excess TDH—OK)
Factory Timer Settings:
1,440 minutes per day/411 doses per day= 3.5 min per dose cycle (incl.o off
From Factory: 30 seconds On &3 minutes Off �J ® V E
OCT 0 4 2023
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OSCAR at-grade drip drainfield design calculations
Basal Area Calculations:
Base Design Criteria: 600 gpd design flow,soil type 3 (0.8 gpd/ft2),flat site(<5%slope)
Basal area required=daily design flow:soil loading rate
600 gpd a 0.8 gpd/ft2= 750 sq.ft.
Coil length= 10 coils @ 5' diameter (10 x 5' =50')with 6" coil spacing 9 x 6" =4.5'=54.5'
Minimum shoulder width @ 6" (2 x 6" = 1')= 1'
Minimum side slopes at 1 : 1 slope @ 6" (2 x 6" = 1')= 1'
Minimum basal area length = coil length + shoulder widths+side slopes= 54.5'+ 1'+ 1'=56.5' ...use 60'
Basal area width= required basal area +minimum basal length= 750 sq. ft. +60' = 12.5'
Basal area dimensions=60'x 12.5'(750 s.f.)
Media:
OSCAR drainfield: ASTM C-33 sand media: as per Washington Department of Health's Recommended
Standards and Guidance for Intermittent Sand Filters.
Supplies/Control Panel:
• OSCAR XO2 Control Panel: The LF1P-RF-AR or ARA control panel shall be used to operate the
timed dosing sequencing of the OSCAR-X02. Timer settings for the OSCAR-X02 are short and
very frequent(3 minutes off and 30 seconds on). The supply line needs to drain between doses,
so the"on time" may need to be increased to compensate for filling the supply line prior to each
dose.
Each OSCAR-X02 unit will include f P R ® v E
• LF1P-RF-ARA control pan
• LOT-30, 1/2 hp, 120 volt OCT 0 4 2023
• Hi-Blow Aerator, HB-80( to
FAO C� S4Yrt�da r I -ir.� e,1 1r
• Hi-Blow diffusers • 05-50 or 05-100 Cols, ' 't ; 0',��. JV,
• PVC fittings and drip tubing adapters , ., mp
• HWN-.7-RF automatic headworks 5140349 ` f�X
PAULA JOY JOHNSON
• Solid R inches poly tubing for connections stiRICKJUE 2\15 f NBA la
• 2 float switches
5 sc3-1 b
Headworks: HWN-.7-RF
• %inches Arkal disc filter, mesh, 130 micron
• %inches Arad flow meter
• Three oil filled pressure gauges (0-100 psi)
• 5 Netafim normally closed solenoid valves (Model 80)
OSCAR Cover Options:
There may be a desire to cover the OSCAR with something additional to the specified ASTM C-33 sand.
The intent is not to have too much additional cover over the final C-33 sand layer. Placing too much
cover will inhibit plant root growth. Because the C-33 sand is sub-surface irrigated, grass and other
ground cover will grow rapidly,forming a firm protective cover over the OSCAR.At the end of the first
growing season the C-33 sand layer will be as firm as native soil to walk on.
Cover Options include:
• Landscaping jute mat with grass seed or ground cover plantings
• Thin layer of mineral soil low in organic content(<10%organics)
• Thin layer of crushed or washed rock for wind erosion protection
• Thin layer of bark or wood chips
Do Not Cover C-33 Sand drainfield with:
• Organic mix(manufactured top soil from compost)
• Filter fabric
OSCAR authorized dealer supply kit contact info:
• H.D. Fowler, contact Jacob Gober or Dennis Groff, phone: (360)459-7300
• Ferguson Waterworks (Silverdale) contact Zach or Daryl 360-697-1510.
• Iconix Waterworks, (Tumwater) office(360) 539-7518
APPROVE
OCT 0 4 2023 41'"
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Treatment tank Discharge tank
Introduction:
The OSCAR-XO2 treatment system is comprised of two systems: the XO20 septic
chamber,aeration chamber, clarifier, and pump chamber) and the OSCAR: coils, C-33 sand,
reverse flush headworks, and control equipment.
Wastewater is collected in the septic chamber where gross solids are separated.The
waste stream is aerated in the aeration chambers. Aerated effluent passes though the
clarifier then into the pump chamber. The expected waste strength will be 30 mg/1 CBOD5
and 5 mg/I TSS. Effluent is dosed through a 120 mesh disc filter to OSCAR coils,installed in
ASTM C-33 sand. Effluent discharged from the coils is treated by the sand prior to infiltrating
into the receiving soil. Final discharge is expected to reach 2 mg/I CBOD, 1 mg/I TSS, and 36
FC/100 ml of effluent, meeting Treatment Level A.The XO2 tanks can only be used with
OSCAR coils.
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Design:
The single family residence packages are designated as: 0SX02-240,
05X02.300, OSX02-360, OSX02-450, OSXOz-480, and 05X02-600 and have the
corresponding design flows of 240, 300, 360, 450, 480, and 600 gallons per day.
The 05X02-240, 300, 360, 450, and 480, are standard packages. Design flows
greater than 480 gallons per day are considered custom and will require design
assistance from Lowridge Onsite Technologies, Inc. For the standard single family
residence OSCAR-X02 package parts list see the appendix. The X02 can only be
used with OSCAR coils. All tanks must be approved by Washington Department
of Health.
An OSCAR-X02 is two technologies combined together as one. The system
can be designed in increments of flow up to 3500 gallons per day. The OSCAR has
different sizing criteria than the X02. The X02 is designed in increments ranging
from 500, 750, 1125, 2250, 3,000, to 3,500 gallons per day (see Table 1-2). The
OSCAR is designed in increments of 62.5 or 125 gallons per coil per day, depending
on coil model (see Tables 2 and 3). Consequently, a design for a 7 bedroom system
(840 gpd) would incorporate a 1125 gallon per day X02 plus 14 0S-50 OSCAR coils
(875 gpd).
X02:
Treatment Tank: The partition wall between the first and second
compartment of the treatment tank must have a 4 inch by-pass hole or the bottom
of the tee baffle located between 40% to 60% of the liquid depth.
Discharge Tank: The patrician between the first and second compartment of
the discharge tank must have a 4 inch by-pass hole located at least 18 inches
above the floor of the tank and no more than 27 inches between the bottom of the
by-pass hole and floor of the tank. Recommended hight is 18 inches, if possible. \ A
Table 1-2 71"
-
660-670 330-340 660-670 330-340 80 Vm
1,000 500 1 000 500 120 Wm or more g
1,500 750 1500 750 180 I/m or more
ems. 3 000 1 500 3,000 1,500 360 I/m or mere
agiftPd4,000 3,000 4,000 2,000 480 Vm or more
�;
4,500 3,000 PP 4,500 3,000 560 Vm or more
ROVE
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SUBMITTAL DATA SHEET
Thermoplastic
Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing Th /2 HP pump has a stainless
steel top bearing and motor coupling.These are assembled with our A Y. McDonald stainless steel motors. Two wire
single phase models include pump, motor.and 10' lead.
This four inch submersible is supplied with grounded leads meetingthe National Electrical Code(Ill.E_C.i specifications_
The performance curve below will assist you in choosing the pump that meets your needs. a
MODELSI E-30 GPM III
E - 30GPM ‘11111' Ile a
300 Illgalnhl1I It I
1 1 1/2HP 122Ff. • 53P.S.I. L`--
• 200 _.
48
41
-.. flush. .
_`• Imo %1/2 NP•4 SDAGES• -__-_ - .. _ —
_< - Dose
Simplex 0 5 10 15 20 25 30 35 40
Duplex 0 10 20 30 40 50 60 70 80
Fpurplex 0 20 40 60 60 100 120 740 160
FLOW GPM
Specifications
LOT-30 1/2 Plastic 115 I I6.94 9.53 23
SUBMITTAL INFORMATION
- Stainless steel pimp shell and pump shaft - Powered by A .McDonald submersible motors 1/2 HP • 1
- Reinforced Thermoplastic diffusers and impellers - i I-I FNPT Discnerge I
- Thermoplastic intake screen and cable guard
NO-LEAD The weighted average of the wetted sortace of this no-lead product contacted by consumahle water contains less than one quarter of one
percent(025%)lead_
Lowridge Onside Technologies Inc_ Toll Free 87 4 0 882z a for Ib ate h P3M
P.D.Box 1179 Fax 8350222 essamrsre COM
Labe Stevens missing 98258
A.Y.MrponalO[onside sihe riarm•ton on tM1 sasse ON Arrest/Jen sum Lpiss.l • . o and € de. At ,x. i;au. iotinee
Submitted by: OCT 0 4 2023iii
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Panel Wiring Diagram
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Model LF1P-RF-ARA - `H
Quote#013023DC3
From Main Power Panel
120VAC.10.60 Hz
Main E6wnne
1� provided by others.
GND 1 6MC'. PUMP
1.2 LI ® i L m 41:0240VQCIE
N ® CB 20A ® ......
14 From Main Power Panel
120VAC.10,60 Hz.
Main disconnect
Provided by otters.
1.s
GND 1 O BLOWER
1.6 Lt 0. 120VAC10
CB 10A el1r4Hp
N
0
0 BLOWER
120VAC 10
if4Hp
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±
9 ±
BLOWER
1.10 120VAC 10
1I4XC
1.11 S
1.12 GND 1
L1 m
1.13 N p
1.14 CONTROLS --
CB1oA
LOGO BASE
LOGO
1.15 m ® SIEMENS
6ED1052-1FB08-0SA1
1.16 Mean I El High Levi Q—:
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Remndentari LI
1.16
1.19
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1.20
ui
1.21 Rush to Sience El
1.22
1.23 a;Vo PUMP
® ' SEMICONDUCTOR
OFF 51 MOTOR CONTROLLER
.24 al�ro SIEMENS
PPR0VE 3E215O-iBA22
1.25 OCT 0 4 2023
1 EpM'�V@OEIL 121
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1.26 E^vSON C Ou NT Y ENi�FS.r;1i=ITAL %ASTN Pap 1e13
2.1
2.2 saw VALVE Vt i51.521
RELAY
O2 OFF 52 IDEC
2.3 I lilkci, RJ2S-CGA120
2.4 -• - VALVE V2(53.54)
OFF 53
u RELAY
03 IDEC
2.5 I I RJ2S-CL-A129
2.b aµO VALVE V9(S5)
RELAY
()aOFF IDEC
2'2 I !0 R12S-CL.A120
2.9
2.9
LOGO
EXPANSION LOGO EXPANSION OM8
2.10 ❑' 0 SIEMENS
8E01055-1F000-0BA2
2.11
O1
2.12 '�5 ALARM LIGHT
"./0 ., IDEC
02 HW SERIES
(06} O AUDIBLE ALARM
2.13I FPOY8BELL
SP-1081
2.14 n REMOTE ALARM
- a u (AWW OR EQUIV.
120 VAC ALARM)
2.15
TRANSFORMER
2.16 ...MMM=MMWJJ Si nal0L2<R24
120V-24V
7 12 40VA
2.17'
FUSE — _
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ate 20mm—
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2.19 I,e lat
N/C igiCommon
M SOLENOID VALVE 51
L1 24VAC VALVE
PROVIDED BY OTHERS
2.20 Pall
S21 N/C mu Common SOLENOID VALVE 52
NMI 1 24VAC VALVE
PROVIDED BY OTHERS
2.22 111E l
CR2
2.23 Iu ✓2y v` I.1 cameo' 4
SOLENOID VALVE 53
HMI 24VAC VALVE
PROVIDED BY OTHERS
2.24 11111111
2.25 rv;C I.L Commo-. SOLENOID VALVE S4
L1 4 24VAC VALVE
PROVIDED BY OTHERS
2.26 Ili'.I•II
22' CR3 0WC (.L corms- 50LENOIO VALVE 55
p p R ® V �, 24VAC VALVE
EPROVIDED BY OTHERS
OCTO I �'I„III EOVAVD-0E4121
l�/ll.• 4 2023 Rrv.1.0 m NN5rz023
2.28 Page 2 of 3
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3.10 0 0 0 0,
3.11 L ♦ ♦
Discharge
3.12
3.13
3.14
3.15
3.16
3.17
3.78
3.19
3.20
3.21
3.22
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1 Rev.L0O 0N9L 120
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unnutu septic 9)eJ qnos
OSCAR X02 Pretreatment fi r, r-" •.
>J.i: }.
INSTALLATION&MALNTEN-ANCE �k. '° 31° V
ntf PAULA JOY JOHNSOH '';
OSCAR At-Grade Drip Distribution Systems DCSti8VDX$Gti r
� iss�z
EXPIRES ur/lb L., ,
1. Installers must attend OSCAR XO2 training and be certified by Dave Lowe at Low Ridge
Technologies(www.lowridgetech.com)prior to installing this system.
2. Installer must review OSCAR X02 installer manual prior to system installation.
3. OSCAR X02 supply kits are available through LowRidge Technologies approved suppliers only.
4. The Treatment Tank and Discharge Tank must both be 2-compartment, State approved and sized
per the OSCAR X02 manual and the onsite wastewater treatment system designer.
5. OSCAR Sand media must meet or exceed ASTM C-33 standards.
6. Install drainfield level with contour of the ground.
7. Install drainfield during dry weather and soil conditions;any soil smearing must be eliminated by
hand raking.
8. Tanks must have risers to the surface as required by Mason County-to ensure easy access for
future operation and maintenance.
9. Headworks must be in boxes accessible from the surface for future operation and maintenance.
10. Ensure any trees and shrubs are removed, grass is cut short and then scarify surface of ground in
drainfield area to prep for drainfield.
11. Ensure 6"minimum cover sand media over the drip irrigation tubing.
12. Install audio/visual high-water level alarm. Redundant off switch not required.
13. Flow inducer tube or block are not required for the pump, it can sit on bottom of tank.
14. Install return line from headworks back into the tee outside the inlet of the treatment tank.
15. Encase all water lines within 10' of drainfield and under any driveway/parking areas.
16. Divert all storm water runoff and house downspouts away from on-site sewage system.
17. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the
drainfield and reserve area.
18. Inspect floats, clean filters,and test high water level alarm every-6-12 months as needed.
19. All materials and workmanship must meet County and State regulations.
20. Deviation from this design without prior approval from the Designer and Mason County
Environmental Health Department will make this design null and void.
21. All manhole lids and access, sampling or inspection ports must have locking covers and be
located at ground level.
22. All transport lines under driveways or parking areas must be encased to prevent crushing.
23. The tanks are to be protected from vehicle traffic or traffic-rated tanks may be used.
24. The drainfield is to be protected from all vehicle traffic or other damaging factors that could
compact or disturb the soils.
25. The preferable cover planting for subsurface drip is turf or grass, or non-invasive groundcover
plants. It is recommended to install an optional jute mat upon completion of the drainfield to
prevent erosion and then seed with grass immediately. Other options include a thin layer of
mineral soil low in organic content(<10%organics) and grass, a thin layer of crushed or washed
rock for wind erosion protection, or a thin layer of bark or wood chips.
26. Do not cover the drainfield with organic mix(manufactured topsoil from compost)or filter fabric.
27. The homeowner should ensure no vehicle traffic, roto-tilling or digging in the area of the drip
field to prevent damage to the drip tubing. Also, invasive plant species should not be allowed.
28. Home/property owner is responsible for all property lines, corners, surveys, encroachments, etc.
29. Owner Please Note: When you begin using your septic system, contact your septic installer to
discuss setting up a schedule for y required Operation & Maintenance.
Pa ® I
CCT 0 y Epp
, ,� -., 2023
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