HomeMy WebLinkAboutSWG2025-00112 - SWG Application / Design - 4/1/2025 MASON N COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
M .-
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00112
APPLICANT MIRANDA ERIC & SHAYLENE M Phone:
Address: 102 E HOMESTEAD DR ALLYN, WA 98524
OWNER MIRANDA ERIC & SHAYLENE M Phone:
Address: 102 E HOMESTEAD DR ALLYN, WA 98524
SEPTIC DESIGNER FRANKLIN CLARK* Phone: 360-830-4765
Address: PO BOX 1954 SILVERDALE, WA 98383
SEPTIC INSTALLER FRANKLIN CLARK* Phone: 360-830-4765
Address: PO BOX 1954 SILVERDALE, WA 98383
Site Address: 102 E Homestead Dr
Primary Parcel Number: 122172450031
Permit Description: New 5-bedroom gravity system
Permit Submitted Date: 04/01/2025
Permit Issued Date: 05/07/2025
Issued By: David Anderson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/05/2028 (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 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/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
DATE RECEIVED: ' 1 / I i 5
7 ` �''`t,�. MASON COUNTY yI C Cl)
= `` .I I. COMMUNITY SERVICES AMOUNT RECEIVED: RECEIVED BY: CO CP
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Public Health(Community Health/Environmental Health) //�� (1 //��J
415-N.6th Street
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t-4Fr I n,WA ext.<00 /t /G ��� � oI J\\`J?- N m- 415 N.6th Stree[-Shelton,WA 98584 S V\V/IVY �Vl` 5 �
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ON-SITE SEWAGE SYSTEM APPLICATION z x
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APPLICANT PHONE mr
Ral,r)�l:4 GsrA �0 , 930. y765 ZC
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 1 co
. aoK 1°54 1 •1\)/4�'�a\�, w A eg383 m 7)
SITE ADDRESS-STREET,CITY,ZIP CODE
-4-1A t(\e. Q-U.6 ---0 • A\\ir I Q f) CI 224
NAME OF DESIGNER PHONE
NAME OF INSTALLER PHONE 0
PCCAi'l A CA,Ckr kiTh NO D . (.0 Z. 8257 R. (--'
PERMITIT TYPE(select one) DRINKING WATER SOURCE 0
I►,r RESIDENTIAL OSS r1 COMMUNITY OSS in COMMERCIAL OSS PRIVATE INDIVIDUAL WELL b-PRIVATE TWO-PARTY WELL Z
0 PUBLIC WATER SYSTEM t
TYPE OF WORK(select one) 1
EW CONSTRUCTION/UPGRADES I-1 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ElTABLE IX REPAIR
0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINEco
SUBMITTALS r
!er DESIGN FORM(REQUIRED) _ PTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE f /� r
WAIVER(S)(IF APPLICABLE) 5 r �T7 r l ll.��\ X
DIRECTIONS TO SITE AND SITE CONDITIONS'(ex.locked gate)Aoa. S C L ` _1 t 6�-�,b E r r�� 54-
�,o* o��n( Nld2r' St `� C:<<Oe �0 �- JL 'r'C q
Lick, (nr\k,0 lAocre.A e *-.- r ` o
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT 0 OTHER: —
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
Tlx: 0- tiff art();
gyp-yr M+cd$ 40 0-N•oM
THt: 35 ' , P5
3 -to betf bl
3 5- �/L
If3=0 -)Z`' G F5
gist- 44 5?' k,' ow/
TN it' Nod f6v ok
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES: REQUIRED FOR FINAL APPROVAL.
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
DATE APPLICATIO/0.2 ..-- cSM7,5" 5 (5N EXPIRATION DATE APPLICATION APPROVED/ISSUED DATE
INSPECTOR SIGNATURE P y/(or;
7s/
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
DESIGN FORM -PAGE ONE Assessor's Parcel Number: 12217 -- 2 --- 50031
A design will be reviewed when 3 copies of each of the following are submitted:
■ Completed design form that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist
I Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist
This form may be scanned and available for public view on the Mason County Web site. Maximum paper size: 1 1"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 3 S- 0 Q( I 5L Designer's Name: Franklin J Clark
Applicant's Name: Eric Miranda Designer's Phone Number: 360.830.4765
Mailing Address: 641.5 S. D St., Designer's Address: P.O. Box 1954
City:Tacomastate:WA Zip:98408 City:Silverdale State:WA Zip:98383
DE SIGN PARAMETERS
Treatment Device
21 Glendon Biofilter ® Sand Filter N Mound ® Sand Lined Drainfield ® Recirculating Filter,Type:
® Aerobic Unit Make/Model El Disinfection Unit Make/Model Other:
Drainfield Type
■ Gravity N Pressure N Trench E Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 5 Schedule/Class 3034
Daily Flow: Operating Capacity 600 gpd Length 63 ft
Daily Flow: Design Flow 600 gpd Diameter 4 in
Septic Tank Capacity (2) 1,200 gal Number 4
Receiving Soil Typ e(1-6) 3 Separation 5'On Center. ft
Receiving Soil Appl.Rate Pri: .8/ Res: .8 gpd/ft 2 Orifices - N/A
Required Primary Area 750 ft2 Total Number of Orifices
Designed Primary Area 750 ft2 Diameter in
Designed Reserve Area 750 ft2 Spacing in
Trench/Bed Width 3 ft Manifold - N/A
Trench/Bed Length 63 ft Schedule/Class
Elevation Measurements Length ft
Original Drainfield Area Slope 5 - 10 % Diameter in
New Slope, If Altered N/A % Preferred manifold configuration used?N Yes N No
Depth of Excavation Up-slope 19 in Transport Pipe
from Original Grade Down-slope 18 in Schedule/Class 3034
Designed Vertical Separation 36 in Length 50 ft
Gravelless Chambers Required? N Yes N No I Optional Diameter 4 in
Pump Required? N Yes I No Dosing and Pump Chamber - N/A
Pump/Siphon Specifications Number of doses/day
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity gal
Orifice N/A ft Chamber Capacity gal
Uppermost OrificeN Higher N Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head gpm N Timer N Elapse Meter 0 Event Counter
Calculated Total Pressure Head ft If Timer: Pump on , Pump off
Comments
DESIGN FORM -PAGE TWO Assessor's Parcel Number: 12217 -- 24-- 5QQ3.1
Permit Number: SWG
DESIGN CHECK LISTS
Scaled Plot Plan Scaled Layout Sketch Cross - Section Sketch
1 Test hole locations I Drainfield orientation and layout Reference depth from original grade:
I Soil logs I Trench/bed dimensions and I Septic tank
Property lines critical distances within layout I Drainfield cover
1 Existing and proposed wells ID-BoxNalve box locations Reference depth from original grade
within 100 ft of property I Septic tank/pump chamber and restrictive strata:
N Measurements to cuts, banks,and locations
I Laterals,trench/bed,top and
surface water and critical areas I Observation port location bottom
- N/A 1 Clean-out location ® Curtain drain collector - N/A
❑ Location and orientation of ® Manifold placement - N/A ® Sand augmentation - N/A
curtain drain and all absorption ® Orifice placement - N/A Other cross-section detail:
components _ N/A Observation ports/clean-outs
I Lateral placement with distance I
1 Location and dimension of to edge of bed
primary system and reserve area Other Information
1 Audible/visual alarm referenced Yes No
I Buildings
I Scale of drawing shown on scale ® I Design staked out
I Direction of slope indicator bar ® I Recorded Notices attached
1 Waterlines ® I Waiver(s) attached
I Roads,easements,driveways, ® I Pump curve attached
parking ® I Evaluation of failure
1 North arrow and scale drawing Non-residential justification
shown on scale bar ® I Waste strength
® 1 Flow
DESIGN APPROVAL
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local onsite regulations:
- - 01/16/2024 zr u • ..
Signature of Designer MAS�iy Date MA), n ,? '�...
0---- (� ���NTY
425
S(7r/?o7/ fNVjR�//,
Environmental Health Specalist Date d�A I/�A�TA�y=NLTN
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
® The design is stamped"Approved"by Mason County Public Health. 5-5- G'„
IA The Onsite Sewage Permit has not expired,the Permit Expiration Date:s: '�
2 8
M Drainfield site conditions have not been altered to adversely affect conditions o 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 required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
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