HomeMy WebLinkAboutSWG2022-00555 - SWG Application / Design - 11/2/2022 (2) 584
MASON COUNTY 416N 6SHELTON: ,$HELTON0,EXT 400
SH STREET,
SHETON, EXr400
4 BELFAIR:380-275-4467,EXT400
Public Health & Human Services ELMA 360-4825269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2022-00555
APPLICANT FLOYD DEREK Phone:
Address: P O BOX 241 ALLYN,WA 98524
OWNER FLOYD DEREK Phone:
Address: P O BOX 241 ALLYN,WA 98524
SEPTIC DESIGNER FRANK MARCINKO• Phone: 36MOI-0147
Address: 5677 Minnig LN NW SEABECK,WA 98380
Site Address: E Kingston Way
Primary Parcel Number: 320215903048
Permit Description: Revision -New 3bd Oscar X02
Permit Submitted Date: 1110212022
Permit Issued Date: 07/05/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $920.00 (addmo„ai fees may ce raquned upon oalanaron or pmtanm
Permit Expiration Date: 0 6/2 612 0 2 6 (cased on dale of nspea�ond
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 Counly is obtained.
3 Dreinfield installation not to exceed designed upslope and downs/ope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfil/of
system components.
5 Installer is responsible for obtaining Septic DesignerlEngineer 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: masoncountywa.gov/heafthlenvironmental/onsiteloss-inspection-request.php or call:
360-427-9670,extension 400.
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ON-SITE SEWAGE SYSTEM APPLICATION > z
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Derek Floyd 360-801-1621 Z
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NAME of INSTMLER vHae W
Frank Mardnko/Allied Septic Design & Excavating 360-801-0147 < I N
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DESIGN FORM(REDUIRED) INSEPTICDESIGN(REOUIRED) BEDROOMS LOTSUE p C)
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This is a redesign to swap the primary and reserve areas. Building envelope size reduced. TA' w
Agate Rd to a right on E Crestview Dr, left onto E Hillside Dr, right onto E Kingston Way, on o o
the left next to 141 E Kingston Way. I a
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OVOLUNTAAY OMAINTENANCE/PUMPING OBUILOINGPERMR EIHOMESALE OCOMPLMfr MTHER
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DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 c1 O K 1 — 57 — O 3 O ? S
A design will be reviewed when 3 conies of each of the following are submitted:
I Completed design form that has been signed and dated. 0 Scaled layout sketch,including all applicable items on checklist
Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist.
This form maybe scanned and available for public view on the Mason County Web site.Maximum paper.size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number. SWG 2022-00555 Designer's Name: Frank Marcinko
Applicant's Name: Derek Floyd Designer's Phone Number: 360-801-0147
Mailing Address: P 0 Box 241 Designer's Address: 5677 Minng LN NW
Allyn WA %524 Seebeck WA 99390
City State Zip city State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑ Sand Filter ❑Mound Cl Sand Lined Drainfield ❑ Recirculating Filter,Type:
OfAembic Unit Makemodel Oscar X02 ❑Disinfection Unit Make'Modd Other:
Drainfield Type
17 Gravity ifPressure Cl Trench ❑Bed Er Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class Netefm Emitter Coils
Daily Flow:Operating Capacity 360 gpd Length - ft
Daily Flow:Design Flow 270 gpd Diameter 5 foot in
Septic Tank Capacity(working) 1000 gal Number 3 Lats - 6 Coils
Receiving Soil Type(1-6) 5 Separation 2!art between coils ft
Receiving Soil Appl.Rate .4 gpd/ft' Orifices
Required Primary Area 900 ft' Total Number of Orifices 300 emitters
Designed Primary Area 920 it, Diameter in
Designed Reserve Area 900 ft2 Spacing in
Trench/Bed Width 19-20 ft Manifold
Trench/Bed Length 4Zo2S It Schedule/Class Oscar Head Works
Elevation Measurements Length it
Original Drainfield Area Slope 2 % Diameter in
New Slope,If Altered - % Preferred manifold configuration used? O Yes ❑No
Depth of Excavation U"Il 4 in Transport Pipe
from Original Grade Down slope 3 in Schedule/Class 40
Designed Vertical Separation 12 in Length 70 (X 2) ft
Gravelless Chambers Required? O Yes O No O Optional Diameter 1 in
Pump Required? Ef Yes 17 No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 411
Diff.in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity .876 gal
Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1166 gal
Uppermost Orifice Ef Higher I7 Lower than Pump Shut ;,q�p(� lease check those required.
Capacity @ Total Pressure Head 30 841 IO131apse Meter ffEvent Counter
Calculated Total Pressure Head - TuM Pump o 30 Pump off 3 min
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Comments MASON COUNTY ENVIRONMENT
Jaw AL HEALTH
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3U QCQ 1 -- 7 Q — Q 3 a S Q
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
❑ Test hole locations 6 Dminfield orientation and layout Reference depth from original grade:
El Soil logs 16 Tmch/bed dimensions and ❑ Septic tank
0 Property lines critical distances within layout IN Drainfield cover
❑ Existingand proposed wells B D-BoxfValve box locations
P P Reference depth from original grade
within 100 ft of property 19 Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations Id Laterals,trench/bed,top and
surface water and critical areas IH Observation port location bottom
❑ Location and orientation of H Clean-out location ❑ Curtain drain collector
curtain drain and all absorption EJ Manifold placement ❑ Sand augmentation
components H Orifice placement Other cross-section detail:
H Location and dimension of Ej Lateral placement with distance Ef Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
® Buildings ❑ Audible/visual alamt referenced Yes No
Ifi Direction of slope indicator H Scale of drawing shown on scale ❑ Ef Design staked out
9 Waterlines but ❑ IY Recorded Notices attached
11 Roads,easements,driveways, ❑ E(Waiver(s)attached
parking lY I Pump curve attached
16 North arrow and scale drawing ❑ ❑ Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑Flow
DESIGN APPROVAL
The undersigned designer must be notified by insta er a me of inst ation Er Yes ❑ No
�.�-�'// a yz;_%A�l
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-site egr ation: 1erg _
4,1vU 5 -o `ZY
Enviror ant&h 9peciahst 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: (0 —7,4
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must b n g,d b a certified installer,
unless prior authorization obta4 IR19" my Public Health.
An Installation Fee is required.
MASON COUNT),EN V/aUE6
This form may be scanned and available for public view trdswlason Web site.
Updated Date: 12/7/2015
SL# 1 0" -25"Silt Loam
N \t� El+0' 26" Mottled Loamy Clay
SL# 2 0" -25" Silt Loam
26" Mottled Loamy Clay 6
d SL# 3 0" - 24"Silt Loam
i 25" Mottled Loamy Clay
SL#4 0" -24"Silt Loam
EI+3' ��(� 50 .. " .•��OrpA�. 25" Mottled Loamy Clay
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vdvp SL# 1
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#3 vL 3'Off Shoulder Edge
a s'efy d'3"Between Coils
SL# 2 3'off upslope Edge
X Two Coils Tie Together
QTo Make Three Laterals
A' El +2'
i
FrarlkAl IkO Obse"adon 19'
LICENSED DESNifER Ports(
El+4'
Septic Site Plan Name:Floyd Tax Parcel: 32021-59-03UB
Scale = I" = 20' Address: •' I�g�li�l�dalton
This is nob ousel all prearn Nner/saushler ha led hYtlh�Oee aPhor r
On-SBe Septic Onion I Miled Septic O ��c�ntiq 3 4
ENVIRONMENTqL HEALTH
JBW
Oscar X02 Spec Sheet For # 32021-59-03048
Use Concrete Tanks, Modify Pump Tank To Provide An 18" Pass-thru Hole To Pump Side
1,000 Gallon Two Compartment Septic Tank W/Aeration In 2nd Compartment
1,000 Gallon Two Compartment Pump Tank
Watertight Risers To Surface On Accesses With Secured State Approved Lids
4" Double Sweep Cleanout Before Septic Tank
Follow Lowridge Onsite Technologies Installation Manual
Headworks On Top Of Tank - Remote Locate Air Pump At House For Shelter
Oscar X02 Supplied PUm - Use A Pump Bucket Drill 1/2" holesat9" or Use Pump Screen
pp p P / up from bottom P
Operational Float, And Alarm Float Required, Redundant Off Float Optional
Follow Oscar Bed Preparation Per Lowridge Technologies Certification Video
Maximum Excavation Depth is 4', Scarf Surface Across Contour With Teeth
10' Upslope Setback To Property Line For Drain Field
yeas x19' (Tapering To 20') 900sf Minimum Disposal Area Of C-33 Sand -
Two Capped Observation Ports In Disposal Area
1" Sch 40 Transport Lines To Coils, Install 6 Five Foot Coils Level On 6" Of C33 Sand
Coils Tie Together In Groups Of 2 Forming 3 Laterals To The Supply & Return Lines
Run Oscar X02 Setup Sequence / Run Air Pump Line To Diffusers In Septic Tank From House
Low Voltage Electrical Circuits To Manifold/Valve Box On Tank
Three 120 Volt Supply Electrical Circuits - Two 15 Amp & One 20 Amp c �
Air & Effluent Pump On Separate Circuit Fror�Cgp Ihr® V
Install Effluent Pump Circuit Disconnect ""tt44 �� PP y pt006009
MAY 13 -.04 Q Frank A.V4 dnko
LICENSED DESIGNER
SON CUUN iv ENVIRONMENTAL HEAL
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Technical
ata Sheet
Materials of Construction
111 Discharge Glass-filled polypropylene or stainless steel
Discharge bearing Engineered thermoplastic(PEEIq
Diffusers Glass-filled PRO PRICt NORYL•GFN3 resin)
Impellers Gelanese's Gelcono acetal copolymer on 10,20,and 30gpm models;50gpm impellers are NOHYL GFN3 resin
Intake screen Polypropylene
Suction connection Stainless steel
Drive shaft 7116in hexagonal stainless steel,300 series
Coupling Sintered stainless steel,300 series
Shelf Stainless steel,300 series
Motor Franklin Electric motor filled with colonized water and propylene glycol for constant lubrication.Stainless steel shell.
Using a Pump Curve
A pump curve helps you determine the best pump for your system.Pump curves stow the relationship between flax(gpm or Uses)and pressure
Itotal dynamic head or TDHJ,providing a graphical representation of a pump's optimal perfomnence range.Pumps perform best at their nominal flow
rate—the value,measured in gpm,expressed by the first two numerals in an Orenco pump nomenclature.These graphs use wild lines to show the
optimal pump operation range.Dashed lines indicate flow rates outside of the optimal range for each pump.For the most accurate pump specifica-
fiens,use Droner's PumpSelect-software.
Pump Curves
460 400
Pfl0 swim oft as-1s00 _ - lP708rW,•ggo.••lslp
400 350 lrii
e 300
pp
�� ...... 250 PP1M•
- _ ....,
7 250 , Pno -_
200
A150 ............ ... . _
150
100
00
50 IT
so -
0 _JTTIT - +1
0 2 4 8 8 10 12 14 16 18 00 5 10 15 20 25 30 35 40
Flow In gallons per mingfe(gpm) Raiii gallons per mingfe(gpm)
APPROVE
MAY 13 2024
MASON COUNTY ENVIRONMENTAL HEALTH
Orenco Systemse•800-348-9843•+1 541-459-4449•www.orencrixom kiOiU-PP-1
aew.12 O 03123
Page 3 0 4
X02 Tanks
1000 Gallon 1000 Gallon
L3 113
Treatment tank Discharge tank
Illustration i
Introduction:
The C)SCAR-X02 treatment system is comprised of two technologies: the X02(4
chambers: septic, aeration, clarifier, and pump chambers) and the OSCAR: drip tubing 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 then aerated in the aeration chamber. Aerated effluent passes through the
clarifier then into the pump chamber.The expected waste strength from the X02 will be 30
mg/1 CBODS 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. The treatment level in the final discharge is expected to
reach 2 mg/I CBOO, 1 mg/1 TSS, an F/ IP#deeting Treatment level A. The X02 can
only be used with the OSCAR. r V E®
MAY ) 3 2024
MASON COUNTY ENVIRONMENTAL HEALTH
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