HomeMy WebLinkAboutSWG2023-00297 - SWG Application / Design - 7/14/2023 / MASON COUNTY 415 N 6TH STREET, SHELT967 ,E 98400
SHETREE , S 42 TON, ,EXT 584
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: SWG2023-00297
APPLICANT APELAND TRSTEES LARRY & SHARON Phone:
Address: APELAND TRUST AGREEMENT SILVERDALE, WA 98383
OWNER APELAND TRSTEES LARRY & SHARON Phone:
Address: APELAND TRUST AGREEMENT SILVERDALE, WA 98383
SEPTIC DESIGNER ROD LEFT -Acme Design Phone: 360-698-8488
Address: PO Box 2954 SILVERDALE, WA 98383
Site Address: 71 NE Tiger Way E
Primary Parcel Number: 123055000030
Permit Description: 4-bedroom pressure system
Permit Submitted Date: 07/14/2023
Permit Issued Date: 08/03/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 08/03/2026 (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.
A
• OFFICIAL USE ONLY--
. MASON COUNTY DATE RECEIVED: /�: i Li ( 2O��
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COMMUNITY SERVICES AR6 TRECEIVED: RECEIVED BY: Ael CO Cl)
Public Health(Community Health/Environmental Health) 10lA��(/�, �/1l1 ^`\ (/11 �11 C U)
,::. 431S N.Orb 70.Street-Selt n.WA 98584,eaL400 S V V G a0 v`r �,/ — � 0c).,c Cl) O
<75 N.6th StieN-Sheita+,WA 9B58< V O A
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ON-SITE SEWAGE SYSTEM APPLICATION 3
m
APPLICANT PHONE r
Larry & Sharon Apeland _ z
MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE C
12683 Silverdale Way NW Silverdale WA 98383 co
SITE ADDRESS-STREET.CITY.ZIP CODE
71 NE Tiger Way E Belfair WA (� 98528^� 1
NAME OF DESIGNER PHONE 1 �J 10 M } Th I N
Rod Left 360-698-8 n �( �f
NAME OF INSTALLER PHONE 1 i J U L 1 4 2023 o I C3
(7) I o
PERMIT TYPE(select one) DRINKINGWATER SOURCE -
RM�
117:RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS LJ:PRIVATE INDIVIDUAL WELL ___`_ Z
TYPE OF WORK(select one) c I PUBLIC WATER SYSTEM
El NEW CONSTRUCTION/UPGRADES lYlp REPAIR/REPLACEMENT OTHER DETAILS(select all that appM 0 TABLE IX REPAIR I cn
SUBMITTALS QQ 0 SURFACING SEWAGE 21 EXISTING FAILURE WI SHORELINECCI
ff.DESIGN FORM(REQUIRED) KIiSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE Q
jWAIVER(S)(IF APPLICABLE) 2+2 c r;\- 9 I o
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
See Map I
O
I
IW
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I O
OFFICIAL USE ONLY BELOW THIS LINE — -
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
j O 2. 0-1lz'' 61 SL
I H?A d V(j5 L
w/ 4.11
H-91 N/4-
Rester c
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
0-N_ i76,/?cz3 Ki 3 6()7-6 �
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW N THE MASON COUNTY WEBSITE REVISED 12/7/2015
' DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 3 0 5 — 5 0 — 0 0 0 3 0
' A design will be reviewed when 3 copies of each of the following are submitted:
0 Completed design form that has been signed and dated. 0 Scaled layout sketch,including all applicable items on checklist
0 Scaled plot plan,including all applicable items on checklist. '0 Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for 'ublic view on the Mason County Web site.Maximum .a.er size: 11"X 17"
Permit Number: SWG * /. • 6 6. 0 1- Designer's Name: Rod Left
Applicant's Name: Larry&Sharon Apeland Designer's Phone Number: 360 698 8488
Mailing Address: 12683 Silverdale Way NW Designer's Address: PO Box 2954
Silverdale WA 98383 Silverdale WA 98383
Ci State Zi. Ci State Zi.
'W.°:;q z is : :'' i'. ..,_.x + "P.. .: "iLli,Sil ii 4!!0g",1 ,_—...._____—__. .______. ._ _.. .. _..____._
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity liif Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 °/ Schedule/Class 40
—
Daily Flow:Operating Capacity 3(7° gpa Length 55 ft(-/
Daily Flow:Design Flow 480 gpd Diameter 1 in
Septic Tank Capacity 2x 1 ab° gal✓ Number 5
Receiving Soil Type(1-6) 4 Separation 5 ft
Receiving Soil Appl.Rate .6 gpd/ft` Orifices
Required Primary Area 800 ft2 ✓ Total Number of Orifices 67
i
Designed Primary Area 800 ft2 - Diameter 1/8 in
Designed Reserve Area 800 ft2/ Spacing 48 in
Trench/Bed Width 3 ft-''' Manifold
Trench/Bed Length 270 ft'-'` Schedule/Class 40
Elevation Measurements Length 56t ft
Original Drainfield Area Slope 1 % Diameter 1 in
New Slope,If Altered 1 % Preferred manifold configuration used? l 'Yes 0 No
iDepth of Excavation Up-slope 10 in-" Transport Pipe
from Original Grade Down-slope 10 in/ Schedule/Class 40
Designed Vertical Separation 24 in Length (09 ft
Gravelless Chambers Required? 0 Yes 0 No Ell Optional Diameter 2 in
Pump Required? lir Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 8
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 _ gal
Orifice 4 ft Chamber Capacity a/113GQ 1200 gal
Uppermost Orifice El Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 40 gpm liTimer C 'Elapse Meter t(Event Count
Calculated Total Pressure Head APPROy E Timer: Pump on 1.5min ,pump off 3hr
Comments
AUG 032023
MASON COUNTY ENVIRONMENTAL HEALTH
DJA
DESIGN FORM-PAGE TWO Assessor's Parcel Number: 1 2 3 0 5 -- 5 0 -- 0 0 0 3 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ei Test hole locations Z Drainfield orientation and layout Reference depth from original grade:
FZi Soil logs g Trench/bed dimensions and Eg Septic tank
g Property lines critical distances within layout I Drainfield cover
WI Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Di Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks,and locations li?! Laterals,trench/bed,top and
surface water and critical areas 21 Observation port location bottom
0 Location and orientation of i 2( Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components Iii Orifice placement Other cross-section detail:
g Location and dimension of titiLateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
IZI Buildings g Audible/visual alarm referenced Yes No
g Direction of slope indicator g Scale of drawing shown on scale 0 g Design staked out
g Waterlines bar 0 i;?1 Recorded Notices attached
It Roads,easements,driveways, 0 El Waiver(s)attached
parking gi 0 Pump curve attached
g North arrow and scale drawing ❑ lif Evaluation of failure
shown on scale bar Non-residential justification
❑ itV1 Waste strength
❑ g Flow
DESIGN APPROVAL
The undersigned designer must be notified by ins er at time of installation g Yes 0 No
/41 5 2ert-3
Signat estgner Date A p
The undersigned has reviewed this design on behalf of Mason County Public Health and determined i to!t®V
compliance with state and local,pn-s. gulations:
67.3/1Z3 Ma AUG 0 3 2023
E vironmental Health Specialist Date S�N�OUN�ENVlRQN1dENTq
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION A L HE (TN
✓ The design is stamped"Approved"by Mason County Public Health. /z 7
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: S/3/4 0 Z 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 required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
Pump Selection fora Pressurized System -Multiple Family Residence Project
• APELAN D/12305-50-00030
Parameters
160
DiSdggeASsgrtiywp 200 relies ,
TrarsportLegh 60 fad
TraspatPipeCless 40
TraspatLieSze 200 irrtes '
Der ufr>gVaMdvtae Nae 140
Max fBerafar Lit 5 feet
Maidd L e gh 52 feet ,
MaitddRipeClass 40
Malt d Pipe Size 100 riles
N arts cflatralS pa Cell 5 120
latrai Lerch 55 feel
Lied Ripe Cless 40
LatraiFeSee 1.00 ides _
OrikeS¢e 1.6 re il m
OriiceSpaag 4 fed ti 100
Resides Head 5 fed =O
FloNtAda Nee rde F- .
'Adler/Fret&Lasses 0 fad -c
= 80
Calculations 0
Miriam FicwRafe per Orioe 043 gm E
N miter dOrikespaZae 70 c
Tad Fla m vRaepaZe 30.6 gm 0 l moos i ,
Nurba citadels per Zae 5 m 60 .__
%Ray Ditrer d1stastOrice 38 % 1--
TraispatVelociti 29 los `- ---
_.. ._ _
•
Frictional Head Losses 40 — `� .' .af "--4.„.....,__Lesstrpu rD15dage 1.9 fed
LnssnTraspat 1.1 feet ,
I rsstrnr}rVate 00 feet ir ti,
Loss in Makii 6.3 fad
IrsSnL2trals OS fed 20
I nsstrcugh FloArretr00 fed
Acfiai F ictim Lasses 00 fad
Pipe Volumes 0
VdofTraspatlie 120 gals 0 10 20 30 40 50 60 70 80
Vdddutarifdd 23 gels Net Discharge(gpm)
VddLaeials per Zme 123 gals
kid Velure 2iz7 gas
Minimum Pump Requirements PumpData Legend
DesgiFbNR21e 30.6 gprn Pf 5:105H iliHeedEJua'tPunp Spe nave
Tdd Cymric Had 198 fed 50GPLv1,1/1HP
115230V 1060h1z,900'230V3/ / ur FurpCve =
,A�YY ^� Pinp� Rage
OperdrgPdrt 0
sc MAS A(J6 0 3 2023 De P rt 0
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