HomeMy WebLinkAboutSWG2024-00010 - SWG Application / Design - 1/8/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
rint :.. 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: SWG2024-00010
APPLICANT EASLEY DANIEL E &TRACI FRITZER Phone:
Address: P 0 BOX 1216 BREMERTON, WA 98337
OWNER EASLEY DANIEL E &TRACI FRITZER Phone:
Address: P 0 BOX 1216 BREMERTON, WA 98337
SEPTIC DESIGNER Kenn Webb-septic designer for Acme Phone:
Septic
Address: PO BOX 2954 SILVERDALE, WA 98383
Site Address: 31 E Claude Ct
Primary Parcel Number: 222237790064
Permit Description: New 4bd pressure trench with class B waiver
Permit Submitted Date: 01/08/2024
Permit Issued Date: 02/26/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/09/2029 (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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USEONLY
MASON COUNTY DATE RECEIVED: I 1 0 (.2(pg, cn D
FTC COMMUNITY SERVICES
AM ; RECEIVED
BY: W
U)
Public Health(Community Health/Environmental Health) ^ 0 M
<— y360-477 9670.0..400 or 306275-446/.eat<00
415 N.6th Seep-5helton,W6%5a4 SWG � r _ ci g O
1.) \ - z4 En
ON-Site EWA SYSTEM APPLICATION
m• n
APPLICANT /: PHONE m
DANIEL EASLEY1' -` J (360) 731-7292 Z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP COOT 3
1224 W RIVERSIDE AVE #308 SPOKANE WA _99.201 m
SITE ADDRESS-STREET.CITY,ZIP CODE po-
31 E CLAUDE CT BELFAIR WA 98528 IN)
NAME OF DESIGNER PHONE I IV
KENN WEBB (360) 698-8488
.
NAME OF INSTALLER PHONE I I\)
PERMITRMC TYPE(select one) DRINKING WATER SOURCE - I IV
0
g RESIDENTIAL OSS COMMUNITY OSS 1 I COMMERCIAL OSS El PRIVATE INDIVIDUAL WELL f PRIVATE TWO-PARTY WELL Z I W
TYPE OF WORK(select one) PUBLIC WATER SYSTEM I
►X1.NEW CONSTRUCTION/UPGRADES 5-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR ----I
SUBMITTALSMIL El SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
Pr DESIGN FORM(REQUIRED) VSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE W I
WAIVER(S)(IF APPLICABLE) 4 1 .53 ACRES 0
{ya- 1
• I
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
SITE IS UNDEVELOPED. SEE MAP. I 0
O
I
H
I0)
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 14'
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
th-
SI ‘C_. /5 1°0 C) kill Ke4 ih'S
Pt 11A7) -"- 1Z 'I CI L. MA17131.-- -
C) • g ,
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9- 5L 4-L, 54--
SOIL CODES: 0 Y �\I RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE 1 I DATE APPLICATION EXPIRATION DATE ATION APPROV�D/ISSUED BY DATE
bA 1041 ' -7 L( 44 2-,2 Ott
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
i
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 2 2 2 2 3 — 7 7 — 9 0 0 6 4
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. 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 scanned and available for public view on the Mason County Web site.Maximum paper size: II"X 17"
Permit Number: SWG ,�0 )-,C ' 900 10 Designer's Name: KENN WEBB
Applicant's Name: DANIEL"EASLEY Designer's Phone Number: (360)698 8488
Mailing Address: 1224 W RIVERSIDE AVE#308 Designer's Address: P.O. BOX 2954
SPOKANE WA 99201 SILVERDALE WA 98383
City State Zip City State Zip
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 &(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 360 gpd Length 50 55 ft
Daily Flow:Design Flow 480 gpd Diameter 36 in
Septic Tank Capacity 1250 gal Number 5
Receiving Soil Type(1-6) 4 Separation 5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 800+ -3(C ft2 Total Number of Orifices 50
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 55 ft
Original Drainfield Area Slope 3-5 % Diameter 1 in
New Slope,If Altered 3-5 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 6 in Transport Pipe
from Original Grade Down-slope 6 in Schedule/Class 40
Designed Vertical Separation 12 in Length 50 ft
Gravelless Chambers Required? ❑Yes 0 No &(Optional Diameter 2 in
Pump Required? Elf Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 20 gal
Orifice - ft Chamber Capacity 1000 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 30 gpm gTimer ❑Elapse Meter 0 Event Counter
Calculated Total Pressure Head 19.8 ft If Timer: Pump on 40 SEC ,Pump off 1 HR
Comments
APPROVE
FEB262024
�E)N COiiNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 2 3 -- 7 7 — 9 0 0 6 4
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations 6i1 Drainfield orientation and layout Reference depth from original grade:
1 Soil logs lid Trench/bed dimensions and g Septic tank
Ii1 Property lines critical distances within layout [;d Drainfield cover
❑ Existing and proposed wells lid D-Box/Valve box locations Reference depth from original grade
within 100 ft of property RI Septic tank/pump chamber and restrictive strata:
I;/1 Measurements to cuts,banks,and locationslif Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
❑ Location and orientation of 62f Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components 621 Orifice placement Other cross-section detail:
10 Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings Other Information
WI Audible/visual alarm referenced Yes No
• Direction of slope indicator g Sc ofalaiiiialhown on scale 0 Ef Design staked out
I7i Waterlines b •" 11 0 V E • r.� l Recorded Notices attached
Ig Roads,easements,driveways, 0 Waiver(s)attached
ir parking " ' FEB 2 6 2024 ( ,� 0 Pump curve attached
I izt North arrow and scale drawing `� Evaluation of failure
MAC.., 6dtJNTY ENVIRONMENTAL H
shown on scale bar E!LINon-residential justification
J B W 0 g Waste strength
❑ g Flow
DESIGN APPROVAL
iThe undersigned designer must be notified by ins at t. f installation 'Yes 0 No
rf . D 3An a-�
Si r of Designer Date
The undersigned has reviewed tit'. •; ign on behalf of Mason County Public Health and determined it to be in
compliance with state and loc. on-si - r-gulation : l
2---- --te
E i .f 'ta He. ' Specialist Date
CAUTION: DESIGN APP'0 • L IS VALID ONLY UNDER THE FOLLOWING CONDITION:
/ The design is stamped"A.proved"by Mason County Public Health.
/ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: l 'J'Z 7
✓ 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 -Single Family Residence Project
EASLEY/22223-77-90064
Parameters
Decta r#y Ste zoo i d r� 160
Ti a cp_,lLe gii 48 tad
TraspatPipeCtss 40
TraspMLireSte 200 r .
D istb.kgValvaMace Ncre 140
Max Beram Lit 5 bet .
1 M rifddLeigh M 55 f3
Ma ithPipeCl s 40
MaiEid Pipe Sze 1D0 ides
Nu1Ldd1atrdsperCell 5 120
Lam Leah 55 bet
Later PQeClass 40
Lae--4PipeSee 1.00 iiY
OrifceSee 1.8 idr�
y 4 u 100
Resit H d 5 Q
FLpaMe13 Nos idr, r
'Adiai F ruder I c e s 0 fed
co
ay
= 80
Calculations 0
MeirrunFloNRaepair 043 gan m
a
Narta-c O&sperzae 70 c
TolllFlw✓R pe-Zcre 30.6 gin O I PF5005I
I I
N trite-dLatraLspeZae 5 o 60----------,- j
%FtwDiYare#d 1sita3tOrice 38 % j� I
Trarsperl' 29 is �,
Frictional Head Losses 40 - _..- --_____"_._--_ _—1--- —
LcssfirngrDiscferge 19 tad
��
LrssiTrasprt 08 f
Lcssirog,vaine 0.0 bet ~
LrssinMaibd 6.7 bet f'-,..
LcssnLat-rds 05 bzt 20
•
L sstrcuur FbArreler 0.0 bd •
Pdiai Frick I�� 0D faz( `
I
Pipe Volumes I IR i
dTasp7tLre a4 Os 0
Vd 0 10 20 30 40 50 60 70 80
Vddrvb-tom 25 gds. Net Discharge(gpm)
VddL spaZae 123 gals
TcdVctrre 232 gals
Minimum Pump Requirements PumpData Legend
DiFicwRale 308 gxn PF5005HighHmdEfuBtPLrrp Sys�inCuw —
TebDyraricHesd 198 fast 50 GPM,1/2HP
115F3OJ 1e6CHz2fID'23C)✓:060H z PurpCuve —
PurpOpfirdRa —
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Orenco Systems' EXPIRES 3101(\,
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