HomeMy WebLinkAboutSWG2023-00259 - SWG Application / Design - 6/21/2023 1.1110 MASON COUNTY 415 N 6TH STREET,SHELTON. ,E 98584
SHELTON:360 427-9679670 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: SWG2023-00259
APPLICANT Kyle Wallitner Phone:
Address: PO Box 556 HOBART, WA 98025
OWNER Kyle Wallitner Phone:
Address: PO Box 556 HOBART, WA 98025
SEPTIC DESIGNER Richard Bazzell -Caliber Septic Design Phone: 360-509-7900
Address: 165 Tupleo Way POULSBO, WA 98370
Site Address: 530 NE Haven Lake Dr
Primary Parcel Number: 223305000323
Permit Description: 2-bedroom pressure system with 5-bedroom capacity drainfield
Permit Submitted Date: 06/21/2023
Permit Issued Date: 08/04/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/06/2026 (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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED: OW
.,I. COMMUNITY SERVICES AMOUN RECEIVED: RECEIVEDBY: CO Cn
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Public Health(Community Health/Environmental Health) + N� < m
360-4 2 7 9670,ext.400 or 360-275-4467.ext.400 S`A, /�
41SN 6th Street•Shelton,WA 98584 /\ G ,0� - �— 0� 5q o x
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ON-SITE SEWAGE SYSTEM APPLICATION 3 73
m 0
APPLICANT PHONE m
Kyle Wallitner 253-389-9171 z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g
PO Box 556 Hobart WA 98025 m
SITE ADDRESS-STREET.CITY,ZIP CODE
530 NE Haven Lake �'(pjJ7Itt011 Tahuya WA 98588
NAME OF DESIGNER -4 WWI
PHONE
- 7-7 IP
Richard Bazzell LC, ilIN 2 1 2023 360 509 900
NAME OF INSTALLER PHONE v
To Be Determined BY _ n/a
PERMIT TYPE(select one) DRINKING WATER SOURCE
K RESIDENTIAL OSS COMMUNITY OSSG-COMMERCIAL OSS L INT�71 PRIVATE INDIVIDUAL WELL 6*PRIVATE TWO-PARTY WELL Z
} TYPE OF WORK(select one) H I PUBLIC WATER SYSTEM
I
P-NEW CONSTRUCTION/UPGRADES ]"REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE
DESIGN FORM(REQUIRED) FSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE Or IQ I
4k WAIVER(S)(IF APPLICABLE) 6 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
See attached site plan for directions, site has been recently cleared with on site parking. p
The site has been flagged at the roadside and is directly across from 521 NE Haven Lake 7 C),)
Drive. o
4
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)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
Tk+ 2: ufq
`it{ Z: 0-33 V&t5 W/CompactionOf ��-IA ; 5oO Mt S cl Y; /e( r2UPr/
t r r(/i a'r )26 1 l,.i f i (( : SGCI M1-S►i►1rl--7 507o rove I
7�3: � -�� �C iS �� Ca�p�r{ t 5
4 TIf 030tr V(1 (- '',( ( yci(01Q?I )01( w/ 6(( : 65Q rvi/ slid 7 Lrs/ r0UV/
Tf5 0- 3Y ` Acs w/ cop 11adoq ai 1 �,y4 4
TO"/ 7/' RECORD DRAWING AND INSTALLATION REPORT
SOI 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
.76120z3 /676 e----- g1ll1Ol3
FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
0323 o S1 ` 'FORM—P• E ONE Assessor's Parcel Number: Z Z 3 10 -- Q -- O1_1. ——
ka —
A des Nippon-reviewe 1 when 3 copies of each of the following are submitted:
.Com d de WO has been signed and dated. '" Scaled layout sketch,including all applicable items on checklist
.Ezled s .t.c uding all applicable items on checklist. Cross-section sketch,including all applicable items on checklist.
■ orm may be scanned and available for public view on the Mason County Web site.Maximum paper size: 1I"X 17"
'` ' lb 11411)H'ICfA'l'ION
Permit Number: SWG 20Z3 0(1157 Designer's Name: Richard Bazzell
Applicant's Name: Kyle Wallitner Designer's Phone Number: 360 509 7900
Mailing Address: PO Box 556 Designer's Address: 165 NW Tupelo Way
Hobart WA 98025 Poulsbo WA 98370
Ci State Zip City State Zip
1:firlii-Wkli";;C'F f '17 , ESIcN,PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter Cl 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 Specifics i°p s Laterals
Number of Bedrooms ' 2 Schedule/Class 40
Daily Flow:Operating Capacity b9Q Igo OAgpd Length 50 ft
Daily Flow:Design Flow 240 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1250 gal Number 7
Receiving Soil Type(1-6) 4 Separation 5 on center ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 1000 ft2 Total Number of Orifices 88
Designed Prim 18631000
ii ft2 Diameter 1/8 in
D i s.. .1:+ O �3e83ldrl/,.ft2 Spacing 48 in
J nc :ed Width 3 ft Manifold
23
Trench/�p ,I t1 t_ 50 ft Schedule/Class 40
nii.on Measurements Length 5 ft
1R ifiAramfil AArea Slope 5-7 % Diameter 2 in
New Slope,If Altered n/a % Preferred manifold configuration used? 0 Yes l'No
Depth of Excavation Up-slope 11.2 - 13.2 in Transport Pipe
from Original Grade Down-slope 9 in Schedule/Class 40
Designed Vertical Separation 24 in Length 25 ft
Gravelless Chambers Required? 0 Yes 0 No l±f Optional Diameter 2 in
Pump Required? ii Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 40 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1455 gal
Uppermost Orifice 0 Higher l 'Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 39.5 gpm gTimer ❑Elapse Meter 0 Event Counter
Calculated Total Pressure Head 15.5 ft If Timer: Pump on 1.25 min ,Pump off 3.98 hours
Comments
This REDESIGN proposes to serve a two(2)bedroom residence with additional drainfield capacity.The additional drainfield is to serve a future three(3)bedroom
residence on a separate tax parcel located at 531 Haven Lake Drive.The design requests approval of a Class A waiver(sewage transport within the 50'well radii)for
the future three(3)bedroom residence.Requirements for the community sewage disposal system will be satisfied at the time of Mason County Public Healths future
review of the planned three(3)bedroom residence.
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 Z 3 1 Q -- S 0 -- 0 0 1 3
Permit Number: SWG 7OZ3—0015
7
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
gi Test hole locations Q! Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and I Septic tank
P1 Property lines critical distances within layout Qf Drainfield cover
g Existingand proposed wells ig D-Boxalve box locations
P P /V Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
fia Measurements to cuts,banks, and locations gf Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
lii Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components g Orifice placement Other cross-section detail:
g Location and dimension of g Lateral placement with distance S Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
• Buildings CI Audible/visual alarm referenced Yes No
L( Direction of slope indicator S Scale of drawing shown on scale 0 L!1 Design staked out
S Waterlines bar 0 5 Recorded Notices attached
S Roads,easements,driveways, 5 0 Waiver(s)attached
parking 5 0 Pump curve attached
d North arrow and scale drawing 0 5 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified?)y installer at tim of installation S Yes 0 No
,L--t't/4.3 07/21/2j
Signature of Designer Date
D
Thu 11ra�rdGiewed this design on behalf of Mason County Public Health and determined it to be in
co c with state and local on-site lawns:
23
0 , '/,// 03
N1*-- Environmental Health Specialist bate
ty ENV1R0 P
����ggoN couN D3 A
CAIITION: DESIGN APPROVAL 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:
✓ 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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