HomeMy WebLinkAboutSWG2024-00197 - SWG Application / Design - 5/6/2024 MASON COUNTY 415NBSHELTON: ,SHELTO70,EXT 584
SHELTON:STREET,
ON, EXT480
4 BELFAIR:360-2754067,EXT 400
Public Health & Human Services ELMA:3604824269,EXT400
FAX 360427-T787
On-Site Sewage System Permit: SWG2024-00197
APPLICANT SPEAR ET AL LOGAN &BRENNA Phone:
Address: ANDREW&MARCY SPEAR SHELTON,WA 98584
OWNER SPEAR ET AL LOGAN&BRENNA Phone:
Address: ANDREW&MARCY SPEAR SHELTON,WA 98584
SEPTIC DESIGNER MICAH HALVERSON` Phone: 360490-6365
Address: PO BOX 1519 SHELTON,WA 98584
Site Address: BE Lynch Rd
Primary Parcel Number. 319024190001
Permit Description: New SFR-3BR Pressure
Permit Submitted Date: 05/06/2024
Permit Issued Date: 05/22/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (addmonal rocs may-am,mad opus msulWaon orsyarem).
Permit Expiration Dale: 05/14/2027 (WaedoodW..fIrapm&mm)
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 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
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.govlheahh/environmental/onsite/oss-inspection-request.php or call:
360427-9670, extension 400.
OFFICIAL USE ONLY
MRPKFAEf1.
MASON COUNTY 6 c w
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ON-SITE SEWAGE SYSTEM APPLICATION > $
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Lo an Spear PHONE360-239-1541 U' c
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MAILING ADDRESS-STREET,CM.3FATE,31P CODE
2000 W Shelton Valley Rd Shelton We 98584 z
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SHE ADDRESS-STREET CM WCODE VV I/ L
Undeveloped - Land a�
NAME OF DESIGNER %qXE
Micah Halverson 360-490-6365 IL
NAME OF WSTPLLER PXONE I�4
Logan Spear w b
PERMIT WPE(PNMmn) c cc DRINKING IWTER$0JRCE
i�RESIOENTIAL OSS 6GOMMUNITYOSS ILTCCMMERCIALOSS GGPRNATEINDPADUALWELL PRIVATE TNAPARTV WELL I2 IN
TYPE OF WORK ryXa.YaNl Q PUBLIC WATER SYSTEM \I
ff NEW CONSTRUCTION I UPGRADES 6REPAIR I REPIACEMENT OTHER DETAXS(ANNd0"AAPSJ O TAKE IX REPAIR
SUBMITTALS O SURFACING SEIMNG 0 EXISTING FAILURE 0 SHORELINE m l
OBE r
DESIGN FORM(REQUIRED) JKSEPTIC DESIGN(REQUIRED) BEIXtOOMs 3 1.91 AC '
ffMA R(S)PFAPPLICABLE)
DIRECTIONS TO SIIENID SITE COFDMONS:RA KTAW LAP)
From US HWY 101 at Tayler Town, turn onto SE Lynch Rd. Parcel is just past first SE Sells IC)
Dr intersection on your left. Test holes are marked with pink ribbon. c 10
$RE MIISi BE FL<GGED FROM MNN RORO M'D iEST HOLE$MDSTBE fIROGEDWIIN TESTNGLE NUMBERS. I��
OFFICIAL USE ONLY BELOW THIS LINE
Ipo VO/NTL SWRCEIN IF NICIPUMPII
VOLUNTARY OMMNTEXANCFJPUMPING ❑BUILDING PERMIF OHOME SOLE OCOMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS CCMMENTSICONDRIONS
Z?e1Kq,,
2
RECORD DRAWNG AND MBTALIATON REIA R
SOIL CODES: REOUREDFORFINA-VPROVAL.
V=VERY G=GRAVELLY S=SAND L=LOAM 51=SILT C=CIAY E•EMNEMELY R•ROOTS
N CT R$IGNMURE
M APPLICATION EXPIRATION DATE ATIONAPPRWEDI ISSUED BY DATE
I I� 5-I 'l-mil -Zl 2
THI MAY BE SCANNED AND AVAILABLE FOR PUBLIC V 0111 THE MASON COIIMTYM ssffE REVXFD IN�IS
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 I S 0 2 _ -ql _ 9 B O ll t
A design will be reviewed when 3 cosies of each of the following are submitted:
Completed design fomr 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, a Crosssection sketch,including all applicable items on checklist.
This form may be stunned and available far publk view on the Mason county Web site.Maximum paper size: 11"X 17"
r�, 1 r� [[P;y�ARCE1,IDENTIFICATION
Permit Number: SWG dhl"Al Q0�-L Designer's Name: Micah Halverson
Applicant's Name: Logan Spear Designer's Phone Number: MD49"365
Mailing Address: 2000 W Shelton Valley Rd Designer's Address: PO Box 1519
Shelton We 98584 Shelton We 98584
city State Zi city State Zip
D SIGN ARAM
Treatment Device
❑Glendon Bioli ter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Modcl Other: Septic Tank
Drain6eld Type
❑Gravity ifPressure IrTrench O Bad ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Nmnber of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 Slid Length 50 It
Daily Flow:Design Flow 360 gpd Diameter 1 1/4 in
Septic Tank Capacity(working) 1200 gal Number 4
Receiving Soil Type(Rfi) 4 Separation 5+ It
Receiving Soil Appl.Rate .6 gpd/ft' Orifices
Required Primary Area 600 fl Total Number of Orifices 40
Designed Primary Area 600 fl? Diameter 3/16 in
Designed Reserve Area 600 ftr Spacing 60 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length Preferred ft
Original Dra afield Area Slope 14 % Diameter 2 in
New Slope,If Altered Satre % Preferredmesifoldconfigurationuwd? IrYes ONo
Depth of Excavation Up-dope 16 in Transport Pipe
from Original Grade uo..a-dva 6-11 in Schedule/Class 40
Designed vertical Separation 24+ in Length 50 it
Crravelless Chambers Required? ❑Yes Ef No 0 Optional Diameter 2 in
Pump Required? Ef Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 20 It Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 2+ ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice dIfigher O Lower than Pump Shumff Pump controls:Please check those required.
Capacity Q Total Pressure Head 33.5 gpm lift imer IBEI se M IW Event Counter
1jACalculated Total Pressure Head 2S•4 ft If Timer: 4hrs
Comments
MAY 21 2024
MASON COUNTY ENVIRONMENTAL HEALTH
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3_
Permit Number: SWG
DESIGN CH&CWSTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
B Test hole locations fd Drainfield orientation and layout Reference depth from original grade:
B Soil logs 9 Trench/bed dimensions and La( Septic tank
0 Property lines critical distances within layout Ia Drainfield cover
H Existing and proposed wells H D-BoxNalve box locations Reference depth from original grade
within 100 ft of property B Septic tank/pump chamber and restrictive strata:
to Measurements to cuts,banks,and locations B Laterals,trench/bed,top and
surface water and critical areas lif Observation port location bottom
0 Location and orientation of Q Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ig Manifold placement ❑ Sand augmentation
components H Orifice placement Other cross-section detail:
9 Location and dimension of 1Y Lateral placement with distance If Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
H Buildings 0 Audible/visual alarm referenced Yes No
Ig Direction of slope indicator Ig Scale of drawing shown on scale Iff ❑Design staked out
0 Waterlines bar ❑ E(Recorded Notices attached
B Roads, easements,driveways, ❑ Ef Waiver(s) attached
parking ON ❑Pump curve attached
H North arrow and scale drawing ❑ M Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑Waste strength
❑ ❑Flow
DESIGN APPROVAL
The undersigned designer must be no ed by installer at time of installation B Yes ❑ No
5A Iao2q
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 o ' e re latiom
En o nd Health Specialist Date
CAUTION: DESIGN APP VAL 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: y— 2,:
✓ 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 fro S9>�C�yDlic Health.
An Installation Fee is required. MAY 21 2024
This form may be scanned and available for public vle onldl90%QW"
JBW Updated Date: 12/7/2015
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