HomeMy WebLinkAboutSWG2023-00475 - SWG Application / Design - 11/6/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
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: SWG2023-00475
APPLICANT Shelly Burtis Phone:
Address: 14237 NE 27th St BELLEVUE, WA 98007
OWNER Shelly Burtis Phone:
Address: 14237 NE 27th St BELLEVUE, WA 98007
SEPTIC DESIGNER Lawrence Purdum-Apex Septic Design Phone: 253-509-9922
Address: PO Box 801 GIG HARBOR, WA 98335
Site Address: 10 N Broken Arrow Dr
Primary Parcel Number: 422103490281
Permit Description: New 3BR -Pressure w/class b waiver
Permit Submitted Date: 11/06/2023
Permit Issued Date: 12/19/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $685.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 11/06/2026 (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.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED:
ONSITE SEWAGE SYSTEM APPLICATION AMOUNT WEND)
CO CA
415 N 6th Street,(Bldg 8) Shelton WA,98584 5 5 fG C7 M
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400
SWG 20 3 — O 0 L-n-5 0 Po
Z
APPLICANT PHONE > D
Shelly Burtis (206) 396-7707 m n
m
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE r
14237 NE 27th St
SITE ADDRESS-STREET,CITY,ZIP CODE
Bellevue, WA 98007 co
NAME OF DESIGNER PHONE I ( .
Lawrence Purdum 253-509-2579 ty,
NAME OF INSTALLER PHONE I/'-'
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 9 I
C
® NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY ❑ PRIVATE INDIVIDUAL WELL C/5
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL 5
❑ TABLE 9 REPAIR ❑ SINGLE FAMILY 12 COMMUNITY/PUBLIC WATER SYSTEM Z IQ
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: r
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE I(-'")
❑ EXISTING FAILURE "Record Drawing required 3 43,560 sq ft co I�
for all Installations"
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) 0 I
See vicinity map on site plan I—'
Tva k 0MCMIIVW Tv
.../.�� perrv� o IN
LC-) NOV 0 6 2023 . -1
BY �
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS 1----
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/CONDITIONS
IIei +(s)- 1t S
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SOIL CODES:
V=VERY Cr GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
IN PE TOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP TION APPROVED BY DATE
IA 1 ki, — ,7Z(0
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W S FORM MAY BE SCANNED AND AVAILA E FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 4 1 0 __ 3 4 __ 9 0 2 8 1
A design will be reviewed when 3 conies of each of the following are submitted:
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: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG ,2025- OOtR-S Designer's Name: Lawrence Purdum
Applicant's Name: Shelly Burtis Designer's Phone Number. 253-509-2579
Mailing Address: 14237 NE 27th St Designer's Address: PO Box 801
Bellevue, WA 98007 Gig Harbor, WA 98335
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑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 Ill Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 360 gpd Length 50 ft
Daily Flow:Design Flow 270 gpd Diameter 1.25 in
Septic Tank Capacity 1,250 gal Number 4
Receiving Soil Type(1-6) 4 Separation 5 ft
Receiving Soil Appl. Rate 0.6 gpd/ft2 Orifices
Required Primary Area 200 ft2 Total Number of Orifices 52
Designed Primary Area 200 ft2 Diameter 1/8 in
Designed Reserve Area 200 ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length 10 ft
Original Drainfield Area Slope 3.7 % Diameter 1.5 in
New Slope,If Altered no alteration % Preferred manifold configuration used? at Yes 0 No
Depth of Excavation up-slope 7.06 in Transport Pipe
from Original Grade Down-slope 7 in Schedule/Class Sch 40
Designed Vertical Separation 12 in Length 60 ft
Gravelless Chambers Required? 0 Yes 0 No IN Optional Diameter 2 in
Pump Required? El Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shut 7 and Uppermost Dose quantity 60 gal
Orifice Chamber Capacity 1,250 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Ple check those required.
Capacity @ Total Pressure Head 22.7 gpm ®Timer PEPR4 V E
t Counter
Calculated Total Pressure Head 15.3 ft If Timer: Pump o ,Pump off
Comments DEC 1 3 2023
Pump on/off times to be determined by designer at time of rp,setmQ VIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 4 2 4 1 0 -- 3 4 -- 9 0 2 8 1
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
® Test hole locations ® Drainfield orientation and layout Reference depth from original grade:
IN Soil logs 21 Trench/bed dimensions and Septic tank
® Property lines critical distances within layout ® Drainfield cover
io Existing and proposed wells D-BoxNalve box locations Reference depth from original grade
within 100 ft of property ® Septic tank/pump chamber and restrictive strata:
DM Measurements to cuts,banks,and locations 8 Laterals,trench/bed,top and
surface water and critical areas lrSi Observation port location bottom
0 Location and orientation of Z1 Clean-out location 0 Curtain drain collector
curtain drain and all absorption ® Manifold placement ❑ Sand augmentation
components Q9 Orifice placement Other cross-section detail:
CM Location and dimension of 29 Lateral placement with distance i1 Observation ports/clean-outs
primary system and reserve area to edge of bed
CM Buildings g Other Information
CM Audible/visual alarm referenced Yes No
IN Direction of slope indicator ® Scale of drawing shown on scale 0 IS! Design staked out
R! Waterlines bar 0 6d Recorded Notices attached
® Roads,easements,driveways, El ❑Waiver(s)attached
parking El 0 Pump curve attached
® North arrow and scale drawing 0 IN Evaluation of failure
shown on scale bar Non-residential justification
❑ Cl Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation l81 Yes 0 No
4 A . 11/29/23
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 to . on-.ite regulations:
6 ,/K) ( C(=>
-ntal Health Specialist Date
CAUTION: DESIGN AP' 'OVAL 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: I Z�Q�-Y
✓ 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
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