HomeMy WebLinkAboutSWG2023-00370 - SWG Application / Design - 9/6/2023 584
.., MASON COUNTY 4,5N6THELTON: .SHELTON,WA EXT 400
SBELTON: ,SHELT9670.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: SWG2023-00370
APPLICANT SCHWERZLER TABITHA Phone:
Address: 180 E JULIAN RD SHELTON,WA 98584
OWNER SCHWERZLER TABITHA Phone:
Address: 180 E JULIAN RD SHELTON, WA 98584
SEPTIC DESIGNER MICAH HALVERSON- M. Halverson Phone: 360-490-6365
Design LLC
Address: PO BOX 1519 SHELTON, WA 98584
SEPTIC INSTALLER LOGAN SPEAR-Andrew Spear Phone: 360-427-4440
Construction
Address: 2000 W SHELTON VALLEY RD SHELTON, WA 98584
Site Address: XXX E Julian Rd
Primary Parcel Number: 320013300030
Permit Description: 2-bedroom BNR 500 pressure system
Permit Submitted Date: 09/06/2023
Permit Issued Date: 10/03/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional lees may be required upon installation of system)
Permit Expiration Date: 10/03/2026 (based on date of inspectiont
Permit Conditions:
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/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY - - -
MASON COUNTY "I"kLlEO 41 • 4 ' zs
COMMUNITY SERVICES AMOLISC2SE OCE'Wt o2J Co
Public H NM1;Community LINE ental Health} 0 \� ` O
�, SWG Zb�3 a •/ O 0,
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ON-SITE SEWAGE SYSTEM APPLICATION 3 z
m n
PHONEAPLICANT m
SPCHWERZLER, TABITHA 804-314-3992 c
MAIL ING ADDRESS-STREET,CITY STALE,ZIP CODE 3
180E JULIAN RD , I; ' SHELTON WA 98584 A
•
SITE ADDRESS-STREET CITY,ZIP CODE Y-
•Undeveloped - Land XXX E Julian k4 V"
!NE OF oESIGNER PHONE N
MICAH HALVERSON 360-490-6365
NAME OF INSTALLER PHONE p 1 O
LOGAN SPEAR 360-239-1541 y I O
PERMI f TYPE(select anal DRINKING WATER SOURCEa
rA RESIDENTIAL OSS h COMMUNITY OSS fl COMMERCIAL OSS IS PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL 2 L�
TYPE OF WORK EseKO N
PUBLIC WATER SYSTEM
Cl
p(NEW CONSTRUCTION/UPGRADES Fl REPAIR I REPLACEMENT OTHER DETAILS Iserecr all Inept apply) 0 TABLE IX REPAIR W
SUBMIT1ALS
ElSURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
'If
DESIGN FORM(REQUIRED) Ayl SEPTIC DESIGN)REQUIRED) BEDROOMS LOT SIZE
1 a
x t
2 9 9AC WAIVER(S)(IF APPLICABLE) I C)
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex locked gate)
FROM HWY3 TURN ONTO E AGATE RD, TURN LEFT ONTO E JULIAN RD, 1 10
PROPOSED DRIVEWAY WILL BE ON RIGHT MARKED WITH STAKES. WALK TO
PROPOSED DRAINFIELD AREA FOLLOW CLEARING TO BACK OF PROPERTY. o 10
TEST HOLES ARE MARKED WITH PINK RIBBON DRAINFIELD IS STAKED I y•
Silt MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I \ '✓l
Of FICIAL USE ONLY BELOW THIS LINE• - - -
UPGRADE,FAIT URE SOURCE(Id reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE CLCO ' 1.NT 0 OTHER
cd . _ •. , •a.
INSPECTOR SOIL LOGS
it ; 0-77 ' 9a- L SEF 0 ti
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RECORD DRAWNG 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,
INSPECT IGNATURE DATE APPLICATION EXPIRATION DATE
APPLICATION APPROVED/ISSUED BY DATE
fl2(7 ; ION ZO(6 /6Nzog.
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
REVISED 12m20l5
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 Z C 0 I -- 3 3 - C 3 a
A design will be reviewed when 3 copies 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. r 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 I 7"
w� PARCELIDENTJFKATION
Pot Number: SWG Designer's Name: MICAH HALVERSON
Applicant's Name: SCHWERZLER,TABITHA Designer's Phone Number: 360-090 6365
Mailing Address: 180 E JULIAN RD Designer's Address: PO BOX 1519
SHELTON WA 98584 SHELTON WA 98584
City State Zip City State Zip
- - D)rSIGN PARAMETEkS
Treatment Device
❑£jlendon Riofilter ❑Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
Ifir Aerobic Unit Make/Model NuwATERBRRsnn 0 Disinfection Unit Make/Model Other
Drainfield Type
❑ Gravity Er Pressure S Trench ❑Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 -/ Schedule/Class 40 _
�/
Daily Flow: Operating Capacity 180 pc( Length 53
'Y
Daily Flow: Design Flow 240 gpd Diameter 1 1/4 in --
Septic Tank Capacity(working) 500+Nuwater gal ' Number 4 --
Receiving Soil Type(1-6) 5 `". Separation 6+ ft .
Receiving Soil Appl. Rate .4 gpd/ftt Orifices
Required Primary Area 600 fta '-" Total Number of Orifices 52
Designed Primary Area 636 ft2 / Diameter 3/16 in
Designed Reserve Area 2000 ft' - Spacing 49 in
Trench/Bed Width 3 ft . Manifold
Trench/Bed Length 212 ft • Schedule/Class 40
Elevation Measurements Length Preferred ft
Original Drainfield Area Slope 6 % Diameter 2 in
New Slope,If Altered same % Preferred manifold configuration used? If Yes 0 No
Depth of Excavation Up-slope 15 in Transport Pipe
from Original Grade pow,-,lore 6 -12.84 in Schedule/Class 40
Designed Vertical Separation 12+ in Length <100 ft
Gravelless Chambers Required? 0 Yes 0 No WOptional Diameter 2 in
Pump Required? E(Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 4
Diff.in Elevation Between Pump&Uppermost Orifice 20 ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 3 ft Chamber Capacity(flood) 1223 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity is Total Pressure Head 37.43 tiara Eiiimer IBElapse Meter gEvent Counter
Calculated Total Pressure Head 23.70 /ft'A , Trmelit.,i'ump on TBD Pump off 6hrs _
omments
Ili. I i7.02?
Set- S p Dcs3t_
MASON _ aLT:
DESIGN FORM—PAGE TWO Assessor's Parcel Number: Z O 0 1 -- 33 — 0 0 0 5 O
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
m Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
O Soil logs a Trench/bed dimensions and al Septic tank
el Property lines critical distances within layout [tJ Drainfield cover
la Existing and proposed wells Er D-BoxNalve box locations Reference depth from original grade
within 100 ft of property la Septic tank/pump chamber and restrictive strata:
dl Measurements to cuts,banks, and locations Of Laterals,trench/bed,top and
surface water and critical areas 6 Observation port location bottom
O Location and orientation of ❑• Clean-out location 0 Gator
curtain drain and all absorption la Manifold placement ❑ Saud-augmentation
components 0 Orifice placement Other cross-section detail:
m Location and dimension of 0 Lateral placement with distance n Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
❑' Buildings Q;oee" m Audible/vises -,arm referenced Yes No
O Direction of slope indicator u Scale of. . •fin 1ti own on scale la ❑ Design staked out
piWaterlines
Waterlines bar `, it ❑ B Recorded Notices attached
Of Roads, easements,driveways, ':,a� tt ❑ a Waiver(s)attached
parking S*' 11 0 0 Pump curve attached
}' o i7 0 PI Evaluation of failure
0 North arrow and scale drawing • a °�,It
shown on scale bar ` t ptpplp �l.Ii Non-residential justification
/k tSel A. �ae til 0 0 Ladrat _math
it ❑ ❑
DESIGN APPR AL
The undersigned designer must b otified by installer at time of installation IaYes ❑ No
9/5/Ze23
Signature of Designer Date ^
9 '
The undersigned has reviewed this design on behalf of Mason County Public Health and determide8 iittgi cm
compliance with state and local on-site lations: OCT 0 •
I0/ M 13 MAro 3 2023
En ironmental Health Specialist Date ',-, p ,l
WA ^L1I A.L1K
CAUTION: 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: le
y U /3/ic G V
✓ 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.
Thls form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
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PO Box 1519 Shelton Wa 98584 Marling: 180 E JULIAN RD Parcel#32001-33-00030
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M.Halverson Design LLC prawn For SCI.IWERZLER,TABITHA Site Into we A
Mailing: 180 E JULIAN RD Parcel# 32001-33-00030
PO Box 1519 Shelton Wa 98584 SHELTON WA 98584 Undeveloped - Land 5
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