HomeMy WebLinkAboutSWG2020-00676 - SWG Application / Design - 12/29/2020 (4) 584
MASON COUNTY 415NBTHELTON: ,SMELTON0,EXT 400
SH STREET,
,SHE T ON. A 91400
BELFAIR:360-2753467,EXT 400
Public Health & Human Services ELMA:360-4625269.EXT400
0 FAX:360-427-7787
On-Site Sewage System Permit: SWG2020-00676
APPLICANT Nick Costello Phone: 253-2934943
Address: 6223 Mount Tacoma Dr SW LAKEWOOD,WA 98499
OWNER COSTELLO PACIFIC LLC Phone: 253-293-4943
Address: 6223 MOUNT TACOMA DR SW LAKEWOOD,WA 98499 li
SEPTIC DESIGNER FRANK MARCINKO• Phone: 360-801-0147
Address: 5677 Minnig LN NW SEABECK,WA 98380
SEPTIC INSTALLER RICHARD MOORE* Phone: 360-509-1342-Rich
Address: PO BOX 963 BELFAIR,WA 98528
Site Address: 3110 E Rasor Rd W
Primary Parcel Number: 222137890074
Permit Description: New 3 bed SFR-gravity trench with waiver
Permit Submitted Date: 12/29/2020
Permit Issued Date: 01120/2021
Issued By: Luke Cencula
Current Permit Fees Paid: $790.00 (additional fees may be required aeon lnstallaton of system),
Permit Expiration Date: 0110712026 (based oa data of msgaca.0
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainneld installation not to exceed designed upslope (16)and downslope (15)depth
specified on design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backffll ofsystem components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
7 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masonmuntywa.govlhealth/onvironmental/onsite/oss-inspection-requestphp or call:
360-427.9670,extension 400.
OFFICIAL USE ONLY
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6223 Mount Tacoma Dr SW Lakewood WA 98499 a
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3110 E Rasor Rd West Belfair (� WA 98528 ^'
NM OF DESIGNER 360-801-0147 I N
Frank Marcinko I N
W EOF W$TNM PIKKIE
Southshore Construction 360-275-0818 w
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KNEWCONSTRUCTIONIUPGRADES EDREPAIRIFI LACEMENT oT0 ORFASINGSMGE STABLEIXREPWR
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SUBMITTALS 0 SURFACING SEWAGE O EXISTING FALURE 0 SHORELINE
II � 100
®DESIGN FORM APPLICABLE)
®SEPTIC DESIGN(REQUIRED) eEDRaoMs 3 1.00 acres
®WAIVERIS)(IF MPLICABIE)
DIRECTIDHS iO SITE ANO SNE CONDIRONS:b+MeFaEYMI
Take Trails End Rd from Hwy 106 out to a left onto E Trails End Dr, in a 1/4 mile take a left o
on E Rasor Rd West, follow several miles to just short of E Bucktail View, lot on the left on o o
the comer
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OFFICIAL USE ONLY BELOW THIS LINE
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SI.TURE DATE MRK.ATMN EM '—MTE MRICI.TgNaPRtOVEO'1%UEOBY
REVISEDI'NG I5
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBIIE
DESIGN FORM-PAGE ONE Assessor's Parcel Number:12 a I
r A design Will be reviewed when 3 copies of each of the following are submitted:
/ v Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist
v Scaled plot plan,including all applicable items on checklist. 0 Cross-section sketch,including all applicable items on checklist.
This form may be sunned and available for public view on the Mason county Webs-".Maximum paper size: 11"X 17"
PARCEL IDENTIFICATION
2020-00676 Designer's Name: Frank Marcinko
Permit Number: SWG 360-801.0147
Applicant's Name: Costello Pacific LLC Designer's Phone Number:
Tacoma Or SW 6677 Minnig LN NW
6223 Mount Taco
Mailing Address: Designer's Address:
Lakewood WA 984" Seebeck WA 98380
CityState Zi Cit State Zi
NPARAMETERS
Treatment Device
❑Glendora Biofilter 0 Said Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
❑AFl=
bi Unit MAC/Model ❑Diamfecfion Unit Makc/Model Other:
Drainfield Type
❑Pressure ❑Trench
❑Bed ❑Sub Surface Drip
c Tank/Drainfield Specifications Laterals
s 3 Schedule/Class 3034ipg Capacity 360 gpd �gt 50 ftign Flow 270 gpd Diameter 4 in
Septic Tank Capacity(working) 1200 gal Number 4
Receiving Soil Type(1-6) 4 Separation 5 ft
Receiving soil Appl.Rate .6 gpd/ft' Orifices
Required Primary Area 600 ft Total Number of Orifices -
Designed Primary Area 600 ft, Diameter - in
Designed Reserve Area 600 ftt Spacing in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 It Schedule/Class
Elevation Measurements Length ti
Original Drainfield Area Slope 3 % Diameter - in
New slope,If Altered - % Preferred manifold configuration used? O Yes 0 No
Depth of Excavation Uprlope �'(. Transport Pipe
from original Crmde Downslope 11 m Schedule/Class 3034
Designed Vertical Separation16 in Length
25 ft
CaaveBess Chambers Required? 0 Yes 0 No Ff Optional Diameter 4 in
Pump Required? ❑Yes Ef No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day
Diff.in Elevation Between Pump&Uppermost Orifice----it Dose quantity - gal
Drainfield Squirt Height/Selected Residual(head) —ft
Chamber Capacity(Flood) - gal
er than Pump Shumff
Pump controls:Please check those required.
Uppermost Orifice 0 Higher 0 Low
OTimer OElepse Meter 0 Event Counter
Capacity @ Total Pressure Head gpm
Calculated Total Pressure Head It If Timer: P o Pump off
Comments
APR 08 2024
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number:
PeanitNumber: SWG2020-00676
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
❑ Test hole locations H Dminfield orientation and layout Reference depth from original grade:
E9 Soil logs E1 Tench/bed dimensions and E1 Septic tank
® Property lines critical distances within layout H Dmi�eld cover
FJ Existing and proposed wells 19 D-BoxfValve box locations Reference depth from original grade
within 100 ft of property EI Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations ii Laterals,trench/bed,top and
surface water and critical areas 13 Observation port location bottom
❑ Location and orientation of ❑ Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ❑ Manifold placement ❑ Sand augmentation
components ❑ Orifice placement Other cross-section detail:
0 Location and dimension of E1 Observation ports/clean-outs
E1 Lateral placetprimary system and reserve area to edge of beOther Information
13 Buildings ❑ Audible/visYes No
H Direction of slope indicator 9 Scale of Designstaked out
El Waterlines bar ❑ Iff Rcrded Notices attached
E1 Roads,easements,driveways, E! ❑Waiver(s)attached
puking ❑ ❑Pump curve attached
III ❑ ❑Evaluation of failure
North arrow and scale drawing Frshown on scale bar INon-residential justification
❑ ❑Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation E1 Yes ❑ No
03/z '�2�
Signature of Designer / Dav
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 regulations:
NQ-
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. l h
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: �-b
✓ 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 re uired.
This form may be scanned and available for public view on the Mason County Web s Updated Date: 12/7/2015
SL# 1 0" - 39" Sand Loam & Gravel
El.0• folf loe/ept0r„40" Compacted Sand & Gravel
�ydfi•F1I"f e30
SO 2 0" - 38" Sand Loam & Gravel
39" Compacted Sand & Gravel
A. t 3 0" - 39" Sand Loam & Gravel
'Y wn,ra son�e P
hrdf3 40" Compacted Sand & Gravel
(J 3 exk \ 6 party
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Parcel#22213-78-00060
- serva4on (Upslope Of Proposed DF)
orts(
orts or 5)
d
tp � 43'
Septic
rn Tank
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57 3 Bedroom
e - w�:ea xu max lro•R,. 3
Manufactured Rom /I d
56' x
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Te WNI PSunM ..e_.. .._................
xwyM..: ....._..._.__. 136.77
_. ._....._. .._._. _..__--. ___._.E.R_.
..88.63' r .. EI+...... .......................
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_..._..._._......_.....__............_'_—"..._...... —-
---
Septic Resign Name: Costello Tax Parcel: 22213-78.90974
Scale = I" = 50' Address: 3110 E Resor Rd West,Belfeir,WA
A This isn, proPery
s,y.a II hnuhndaries harebeen demmnmretedbythe endArth,ir Apn1(0. �Q• P Un-Site Septic Design Allied Septic Design and Excavating e
APPROVED n4
APR 08 2024 Freapd0080S k A.Atardnko
MASON COUNTY ENVIRONMENTAL HEALTH
LICENSED DESIGNER
RET a3 a aY
Spec Sheet For # 22213-78-90074
3110 E Rasor Rd West, Belfair
Minimum 1200 Gallon 2 Compartment Septic Tank, Outlet Baffle Filter Required
Watertight Risers On Tank Accesses To The Surface & Use State Approved Lids.
Laterals Width 36"
Use Gravel-less Chambers Or Gravel Trenches, Use Geotextile Cloth Over Pipe &
Gravel Or If Using Chambers Use 4' Geotextile Cloth Over Chambers
Minimum Of 200'(linear) Of Drain Field, Four 50' Legs Following The Contour Of
The Land Tom«
Maximum Upslope Trench Depth 3e, Downslope Maximum Depth Is 215".
Use Suitable Soils For Additional Cover On Drain Field
Install Observation Ports (OPs) At Ends Of Legs, Optional OP At Beginning Of Last
Leg For DF Reference Purposes.
Distribution Box In Riser W/Secure Lid
Use Speed Levelers To Balance Flows to Legs In Distribution Box.
APPROVED3
APR 08 2024 x sA
MASON COUNTY ENVIRONMENTAL HEALTH a *A WIa9
(� Frank A.Marpnka
RET LICENSED DESIGNER
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UCENWOESWER
Install Speed Levelers
In Outfalis To Individual
Legs, Balance Test For
Equal Flow To Legs
PPROVEID '
APR 08 2024
_ MASON COUNTY ENVIRONMENTAL HEALTH
RET
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