HomeMy WebLinkAboutSWG2024-00228 - SWG Application / Design - 5/22/2024 58,1
® MASON COUNTY 4,5N6SHELTON,S"ELTO70,EXT 400
SHELFAIR MO-2754467 EXT 400
BELFAIR:380-2]5-048],EXT 400
Public Health & Human Services ELMA:MOA82-5269,ExT 400
FAx:360-42]-Tre7
On-Site Sewage System Permit: SWG2024-00228
APPLICANT FREEDOM LANE LLC Phone: 253-905-9858
Address: 2226 EASTLAKE AVE, SUITE 310 SEATTLE,WA 98102
OWNER FREEDOM LANE LLC Phone: 253-905-9858
Address: 2226 EASTLAKE AVE, SUITE 310 SEATTLE,WA 98102
SEPTIC DESIGNER Tony Godat-Godat Septic Systems Phone: 360-870-7052
LLC
Address: PO BOX 98 LITTLEROCK,WA 98556
Site Address: XXX W Freedom Ln
Primary Parcel Number: 319075000240
Pennit Description: 2-bedroom addition to system 7 community pressure system(10
total bedrooms)
Pennit Submitted Date: 05/22/2024
Permit Issued Date: 07/15/2024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (addaonal leas ioayneregarad upwmsalaion orayaa,n).
Permit Expiration Date: 06/27/2027 (maw on dale or insi,adon)
Pennit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Masan County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfield 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
back ill 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/health/environmentallonsite/oss-inspection4equest.php or call:
360427-9670,extension 400.
OFFICIAL USE ONLY
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MNUNGADDRESS-STREET CITY ZIP CODE 3
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NAME OF OESGNER PIICNE
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SUBMITTALS �.f ❑ SURFACING SEWAGE O EXISTING FAILURE O SHORELINE W
�ESIGN FORM(REQUIRED) KEPTIC DESIGN(REQUIRED) BEDROOMS LOTSIZE
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INSPECTOR SIGNATURE DATE APMICATION EXPIRATION WE A➢PUCATI NAPWROVENISSUEDBY UATE
THIS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC WEWON THE MASOII COUNTYWEBSITE REVISEDIWMIS
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 47k
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 sunned and available for Public view on the Mason County web$tte.Marimum papar size: 1 f"X 17"
t PARCEL IDENTIFICATION
Permit Number: SWG .s. - b 2 Designer's Name: Tcv+.j (;0Ch—f
Applicant's Designer's Phone Number: S60 - $70^-1457—
Mailing Address:S=(e 3�A6TIAK6 % SbrrE 31D Designer's Address: Q0• 5*A qpJ
��£PfFcle wk 98/clZ LtMf*-V-Wk-
city State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
0 Glendon Biofilter ❑Sand Filter ❑Mound "Sand Lived Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity on Pressure NoTrerch ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfseld Specifications Lateeraallss.,_.�,�, /
Number of Bedrooms 'f.IVD(lw A'r }( Schedule/Class
Daily Flow:Operating Capacity e,&t� gpd Length ft
Daily Flow:Design Flow /7-00 gpd Diameter in
Septic Tank Capacity(working) /Q) gal Number 2
Receiving Soil Type(1-6) 1A Separation 9 r . ft
Receiving Soil Appl.Rate /-a gpd/fe Orifices
n
Required Primary Area A A9p(01 h8 Total Number of Orifices
sr
Designed Primary Area 7* ft' Diameter in
Designed Reserve Area Vp ftr Spacing 'f in
Trench/Bed Width 7"nt ft Manifold
Tronch/Bed Length 001 ft Schedule/Class go
Elevation Measurements Length ft
Original Drainfield Area Slope 3 % Diameter t in
New Slope,If Altered % preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation UP-slcpe *37 in Tri�nias.ppo�o�rtvp�P��i��ppe�e ^/ u
from Original Grade plopc in Schedule/Class 2?D-Als! l�� / n
Designed Vertical Separation in Length /00 ft
Grevelless Chambers Required? ❑� Yes�o 0 Optional Diameter �v 9 in
Pump Required? p/Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of dows/day (O
Diff.in Elevation Between Pump&Uppermost Orifice tia•S ft Dose quantity /�s70�,�s get
Drainfield Squirt Height/Selected Residual(head) �ft Chamber Capacity(Rood) f 7a�/ 3�Q n gal
,./ Pump c trols:Please check those required
Uppermost O Total
Pressure
H 0 Lower than Pump Shumff ��r DEI sc Meter ❑Event Counter
Capacity d Total Presume Head '�a} gPm aP
Calculated Total Pressure Head —1(G.(J3� r ft If Timer: Pump on ZMUJ 'Pump off
4095
F
nts
•DESIGN FORM—PAGE TWO Assessor's Parcel Number:_____ — __ --
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
46 Test hole locations 4f Drainfield orientation and layout Reference depth from original grade:
T Soil logs Trench/bed dimensions and %W(Septic tank
PProperty lines 'g11 D-Box/Valve box locations critical distances within layout �Drainfield cover
Pr �
Existing and proposed wells Reference depth from original Bade
within 100 ft of property Septic tank/pump chamber and restrictive strata:
Measurements to cuts,banks,and locations Vd Laterals,treach/bed,top and
surface water and critical areas �d Observation port location bottom
Location and orientation of Clean-aut location ❑ Curtain drain collector
curtain drain and all absorption Manifold placement 4?r Sand augmentation
components .3 Orifice placement Other ross-section detail:
Location and dimension of 10 Lateral placement with distance y Observation ports/cleanouts
primary system and reserve area to edge of bed Other Information
Buildings Audible/visoal alarm referenced Yes No
Direction of slope indicator Scale of draw J
ing shown on scale rj�J ❑Design staked out
(� Waterlines bar ❑ ❑Recorded Notices attached
Roads,easements,driveways, ❑ ❑Waiver(s)attached
puking ❑Pump curve attached
North arrow and scale drawing ❑ ❑Evaluation of failure
shown on scale but Non-residential justification
❑ ❑Waste strength
❑ ❑Flow
DESIGN APPROVAL
The undersigned designer most n by installer at time of installation Yes ❑ No
Z
Sr a fllesigner D to aqy /y
The undersigned has reviewed this design on behalf of Mason County Public Health and detemrj!JAl m
compliance with state and local on-st lations:
Environmental Health Specialist Date U,yry,fry S1�1y
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDIE
✓ The design is stamped"Approved"by Mason County Public Health. -Z/ O HT4Z yFq TN
✓ The Omate Sewage Permit has not expired,the Permit Expiration Date is:
✓ Dminfield 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 re uired.
This form may be scanned and available for public view on the Mason County Web Site.
dated Dare: 12/7/2015
GSS
GODAT SEPTIC SYSTEMS LLC
FREEDOM LANE LLC
SEPTIC SYSTEM #7 FOR LOTS 22,23,24,25
2 BEDROOM ADDITION SINGLE FAMILY RESIDENCE
ONSITE SEPTIC DESIGN CALCULATIONS
October 5, 2023
TP #31907-44-90022
Ito/�3
Prepared
Tony Godatat (f�i
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23-1007
P.O.Box 98 Lialerock,WA.98556 360.870.7052
SEPTIC SYSTEM DESIGN
La Number: 22-25
Flamm Number: 319074490042
Applicant F li Lena LLC
2 Eastlake Ave.
EB88M.WA.9B102
Lew Use Single Family Residential
N0.aged. 2
Remaly Few RAW(ga0bedrepnJdAY) 120
Reserve Few Rate(gaVbadr day) 120
Sal Type Class CLASS 1A
Applicalen Rate(gags ylday) 1
TrerCb Wdle T
DAILY FLOW RATE:
IN yea= 2 oemppma 240 GalVDay
badlapm par day
TRENCH LENGTH CALCUWTONS:
PRIMARY TRENCH LENGTH
lap gell 2 bedrooms xf/4gy =1 = 00 L F.
betlr0am per OaY 1 3
RESERVE TRENCH LENGTH Bo,
Orifice Spacing 0 IndMa
Once Sim wiv.
Orifice Few Rate 0.59
Numlxe a lele lls(Primal 1
N umbe a OriFkellalerel 10
Taal NuMW of OMM 35
Few Ra iel abRI
18 onficesx 059 gallmin = 1062 gaNaterzl
Tgbl Fl0w Rale:
adding flow nNe = 52 G P M.
USE: 74 G.P M.
FRICTION LOSSES:
lit NO 40)(1-I(0)'°t C=150
C esdae
Traral Pipe'.
Leigg(fl) 100
Diamelx(m.) 25
FmAkin LOSS(11) 3.26
MenRdd Pipe: 30 Le AAp
gg(R) A
Fluxrete (m.)
37
unlefe line.O ) 2.5 pO.s
Fn dm Le(R) 0.27 tl� / �®
lateral Pipe: Rate Length
en a�i 1.25
MASONCOUNryJ�VIR
Friction Lds(R) 1G0 Jq A(yEA(L l�645
Taal!ache ldsea: 4.03 R
Static lift 10 R
Residual bead required: 2 R 40`W4Xh!ti
TOTAL HEAD: 1e63 R
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ORENCO SYSTEMS® & 1�J REK CONTROL PANEL
ORENCO SYSTEMS®Simpiex Control Panels offer fine quality
components for reliable automatic pump operation. Standard functions
include circuit breaker,manual,off and automatic motor control opera-
tion, plus an audio/visual high-water alarm circuitwith audio0ence and
automatic reset upon correction of the high-water condition. 'T... -
A selection of optional features offers flexibility for a variety of pump-
ing applications. -
ORENCO SYSTEMS®control panels are specifically engineered for
pressure sewer(STEP)systems,forccntrolling pumping into convention-
al gravity collection systems and for on-site systems such as intermittent
sand filters, recirculating gravel filters,low pressure drainfields,as well
as for simple uphill pumping to standard drainfields.
ORENCO SYSTEMS®control panels are designed for use with mer-
cury float switches or any standard dry-contact switching method.STANDARD FEATURES-
-Listing: UL
O
Underwriters Laboratories,UL 508.
UL-Canada Listing available. i
-Rating:
Model S-1 rated at 115 VAC, 1 Hp,16 A,Single Phase,50 Hz.
Model S-2 rated at 230 VAC,3 Hp, 16 A.Single Phase,60 Hz. . tie
-Motor-Start Contactor. I -_
Rated for 24 FLA,Single Phase,60 Hz. _
-Current Limiting Circuit Breaker- , ® -
20 amp,OFF/ON switch,DIN rail mounting with thermal magnetic tripping
characteristics. (Single Pole/115 V;Double Pole/220 V)
-Toggle Switch:
A SPOT HOA switch with a 20 amp motor rating.
-Fuse Disconnect:
5 amp(10,000 AICI fuse with DIN rail mount.
-Audible Alarm:
Panel mount with a minimum of 80 db sound pressure at 24 inches,warble tone sound.
-Visual Alarm:
NEMA 4-rated,718-inch diameter,red lens,oil-tight with push-to-silence feature.
-Audio-Alarm Silence Relay:
115 VAC,automatic reset,with DIN rail mount socket base.
-Al..Circuit:
120 VAC,wired separately from the pump circuit,so that if the pump's internal overload switch or
current-limiting circuit breaker is tripped the alarm system remains functional.
'Enclosure;
NEMA 4X-rated,fiberglass with hinged cover. Noncomoding. Dimensions: 10'High X 8'Wide X 5-1/8'Deep.
External mounting ears. A r.�P�
•P �•1
adlockable Latch: �. ovED
Constructed of noncorroding stainless steel.
OPTIONAL FEATURES: JUL 15 2024
-Elapsed Time Meter:
115 VAC, MASO7-d 7-digit,nonresettable. NCOONTY ED�A NMENTAL HEALTH
Count
115 VAC,6-digit,nonresettable,horizontal base mount.
-Programmable Timer.
5 amp,110 VAC,DPDT relay output,repeatable cycle from 10 sec.to 10 hours with four time ranges.
Separate variable controls for ON and OFF time.
•Intrinsically Safe Control Relay:
Intrinsically Safe Panels are UL 913 Listed. The secondary circuit limits the current to 2.3 mA at 11 VAC.
Other custom features can be provided.
ORENCO SYSTEMS, INC. SU Airway Avenue Sutherlin,OR 97479 5411459-4449
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