HomeMy WebLinkAboutSWG2023-00463 - SWG Application / Design - 10/27/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-0670.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: SWG2023-00463
APPLICANT AUSETH ERIC & MELISSA Phone: 360.490.7567
Address: 322 E Day Springs Rd SHELTON, WA 98584
OWNER AUSETH ERIC & MELISSA Phone: 360.490.7567
Address: 322 E Day Springs Rd SHELTON, WA 98584
SEPTIC DESIGNER Alex Paysee Phone: 360-426-1803
Address: 3083 E Mason Benson Rd GRAPEVIEW, WA 98546
Site Address: 322 E Day Springs Rd
Primary Parcel Number: 220174100010
Permit Description: 3-bedroom pressure system
Permit Submitted Date: 10/27/2023
Permit Issued Date: 11/20/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon ui9ellz0un of system).
Permit Expiration Date: 11/14/2026 (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 unstops 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 lee 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 ' D M _ �1 y n
7 C N
COMMUNITY SERVICES EEn , m
Public Hilt(Community Health/EnvIronmental — - - y
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ON-SITE SEWAGE SYSTEM APPLICATION 3 A
APPLICANT PHONE m m
ERIC AUSETH i
C
MAILING ADDRESS-STREET CITY STATE ZIP CODE C
322 E DAY SPRINGS ROAD SHELTON WA 98584 m
73
SITE ADDRESS STREET CITY ZIP CODE
SAME AS MAILING I N
NAME CF DESIGNER
ro
ALEX L. PAYSSE 360-426-1803
NAME DF INSTALLER PHONE a I °
TBD < I
PERMIT Ty RE(5ekd onoDRINKING WATER SOURCE -
M ftCOMMUNITY OSS OSS V COMMERCIAL 055 V W PRIVATE INDIVIDUAL 6 PRIVATE TWO-PARTY WELL Z I "-.1
V
PE OF VqDRK(select one) F+ PUBLIC WATER SYSTEM
YVNEWCONSTRUCTION/UPGRADES FI REPAIR/REPLACEMENT OTHER DETAILS(select au matappM El TABLE IX REPAIR I -
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
03
lapM DESIGN FORM(REQUIRED) VSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r I —k
5WAIVER(S)(IF APPLICABLE) 3 20 ACRES n '
DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gale)
NORTH HWY 3. RIGHT ON AGATE ROAD. FOLLOW TO STORE AND CONTINUE LEFT 10
ON AGATE ROAD. PAST TIMBERLAKES TURN LEFT ON DAY SPRINGS ROAD. r
10
CONTINUE DOWN GRAVEL ACCESS ROAD TO A RIGHT TURN AT PLYWOOD ADDRESS
SIGN. FOLLOW ACCESS PAST WETLAND AND HARD LEFT TURN, SITE WILL BE ON I
YOUR RIGHT. PDI SIGN POSTED, SEE SITE PLAN.
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reponing PRtposeel
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT OHOME SALE ❑COMPLAINT [OTHER.
INSPECTOR SOIL LOGS COMMENTS/COND TIONS
71�1'G- 33 drgt t
33" & ' wrf4}(Il
Tu7 .o- 33' 6 c.
Rest ere if L./mo#A 4r/I
1U3:0-)3" ( F5- nw14 Ml
Pt 5t 33
rN4:0 jy" 6fS4 OP'
AeSl Qf 34' tei mol 4 ♦•'(I
7115'0- 3S' hF5(
OWret L Li l RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES'.
V-VERY G=GRAVELLY/S==SAND L.=)LOAM Si=SILT C=CLAY E=EXTREMELY R=ROODS REQUIRED FOR FINAL APPROVAL
//T/
wsPEcr TOR(/• [/(l/[.3 DATE APvuI Arlo ION DATE APP aR IssuEI 1 Wh67ATE
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW OH T COUNTY WEBSITE REVISED'2/7'2015
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 2 2 0 1 7 - 4 1 - 0 0 0 1 0
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. '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"A 17''
�,�t rI PARCEL IDENTIFICATION
Permit Number: SWG ZQ Z3_'GO '163 Designer's Name: ALEX L.PAYSSE
Applicant's Name: ERIC AUSETH Designer's Phone Number: 360A26-1603
Mailing Address: 322 E DAY SPRINGS RD Designer's Address: 3083 E MASON BENSON RD
SHELTON WA 98584 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound ❑ Sand Lined Drainfield 0 Recirculating Filter.lope:
❑Aerobic Unit Make/Model 0 Disinfection Ilnit Make/Model Other:
Drainfield Type
❑Gravity FE Pressure ligTrench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 iSchedaleiClass SCH.40
Daily Flow: Operating Capacity 270 ( gpd Length VARIES i ft
Daily Flow: Design Flow 360 7 gpd Diameter 1.25 - in
Septic Tank Capacity(working) 1500 - gal Number 6
Receiving Soil Type(I-6) 4 • Separation 9+ ft
Receiving Soil Appl.Rate 0.6 gpd/ft'' Orifices
Required Primary Area 600 -' ft2 Total Number of Orifices 51
Designed Primary Area 600 ft2 Diameter 3/16 in
Designed Reserve Area 600 - ft2 Spacing 48 in
Trench/Bed Width 3 - ft Manifold
Trench/Bed Length 200 ' ft Schedule/Class SCH.40
Elevation Measurements Length 30 ft
Original Drainfield Area Slope 2-3 % Diameter 1.25 in
New Slope, If Altered 2-3 Ye Preferred manifold configuration used? Yes 0 No
Depth of Excavation Up-slope 7-9 in Transport Pipe
from Original Grade no' slope 6-8 in Schedule/Class SCH. 40
Designed Vertical Separation 24+ in Length c75 ft
Gravelless Chambers Required? 0 Yes It No 0 Optional Diameter 2 in
Pump Required? 56 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6 -
Diff.in Elevation Between Pump&Uppermost Orifice - 15 fl Dose quantity 60 -gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 ( gal
Uppermost Orifice It Higher C Lower than Pump Shutoff Pump controls:Please check those required.
Capacity (in Total Pressure Head 30 gpm &flamer fi'Elapse Meter fiTEvent Counter
Calculated total Pressure Head 25 R If Timer: Pump on 1.2 MIN Pyptp off 4 HRS -
Comments
DESIGN FORM—PAGE TWO Assessors Parcel Number: 2 2 0 1 7 -- 4 1 -- 0 0 0 1 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations f7j Drainfield orientation and layout Reference depth from original grade:
O Soil logs g Trench/bed dimensions and 10 Septic tank
• Property lines critical distances within layout g Drainfield cover
O Existing and proposed wells D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
1 Measurements to cuts, banks, and locations
gl Laterals,trench,bed,top and
surface water and critical areas fd Observation port location bottom
O Location and orientation of 10 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components
gf Orifice placement Other cross-section detail:
O Location and dimension of 0 Lateral placement with distance
on Observati ports/clean-outs
primary system and reserve area
to edge of bed Other Information
0 Buildings
0 Audible/visual alarm referenced Yes No
O Direction of slope indicator
0 Scale of drawing shown on scale d 0 Design staked out
g Waterlines bar 0 Er Recorded Notices attached
O Roads, easements.driveways, 0 Er Waiver(s)attached
parking 12( ❑ Pump curve attached
g North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ g Flow
DESIGN APPROVAL
The undersigned designer must otif d y installer at time of installation 0 Yes ❑ No
Ib17/j 2
ignat ire of Designer D t �
o
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site egulations:
ll/ 7o/Zaa3
Environmental I Iealth Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved-by Mason County Public Health.V. ��/�������
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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AN ASBUILT/INSTALL SIGNOFF FEE WILL
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SE.I'I IC DESIGNS vDDRE:- 322E DAY SPRWGSRD I001-13 0.y I-io
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COVER FABRIC
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AN ASBUILT/INSTALL SIGNOFF FEE WILL GLUED TEE (AS NEEDED)
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC. ` ` `'" "i `" SE ' 030.-1
TETHOLESI THEW ET HOLE S:
I'4I2C IL'- 22017-01-00010 si. nu. .- IIII
SEPTIC DESIGNS 1DDRIS*. 322 E DAY SPRINGS RD ROO I--ii i(OOls sd
sons La- ON ELNJN RI). CS.NPR IF'r,"A vs>I(. DI_q(;N — ALIXLPAYSSE
LIT.z 3bw26ENO) I:at Soo.+_n zrss >I II I DF DETAIL(2) SCALE NA Powo • -A..E,.A RESPJNSIBLE EA SETBACKS A.RE,AEAo
24"RIBBED RISERS W/ BoLr ON WATER T CHT I IDS
QAA.A'OL)T USE RISER I IP ADAP I ER)VI I IH NO GASKET LID>
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TANKS MUST BE r. Y
ONSTATE DOH ^, 1500 CALLONWA7ER77CHT :.)
APPROVED LIST f% CONCRETESEP77C TANK > •I
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OF SEWAGE Y • 11
TANKS !11
PUmP TANKS s - - N t!.
ACCESS RISERS i ^+^•t • . •0.-` a•• >fi a !^1'-:3:s _r. n�:.f x
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ALEILOUBPOlY 4. f
PUMP TANKS f' 6 1'p
LOCATED AT HIGHER ACVAWORKS Sil 1r >�
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CONTROL PANEL
eP_e_n- OLNTEF 24'RIBBE?RISERS
DRATAFIELP TI-SI'PVST er+c s,'-°TES W/WATER TIGHT LIDS
HAA E ANTI-SIPHON
DEVICE INSTALLED.
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TIGHT FI'VI INGS FOR USE RUBBER
INLET/OUTLESAND PUMP BUCKEG � GROMETS FOR
CAST:A' RISER BUCKET HEIGHT,MUST BE 1 RAN'SPORI LINE
ADAPTERS TO AT LEAST HEIGHT OF PUMP AND ELECTRICAL
ENSURE WATER ON RISERS- MAKE
TIGHTNESS • .• . SURE ALL HOLES
ARE WATER-TIGHT
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SEP I IC DESIGNS .vDERLS322EDAYSPRIIJCSRD COMPACTED LEVEL SOILS RUN CROSS
3083 r k OA BE>.vA RD. <diVPR'IP1',1AA'M 5 leD ICAI R- ALIA L PAYSSE CONNECTIONS NITO ORIGINAL TO
AVOID SETTLING
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flow/Capacity in Liters Pot Minute ▪av,,,„▪ ""'° w:�
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flow/Capacity in US Gallons Per Minute
LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE ORIFICE DIST.TO TOTAL TOTAL
LATERAL# LENGTH PIPE SIZE LENGTH LENGTH DISCHARGE SPACING 1ST ORIFICE HEAD
(feet) (inches) (feet) (feet) SIZE(inch) RATE(gpm) (feet) (inches) ORIFICES (feet)
1 40 1.25 30 70 3/16" 0.59 4 24 10 0.38
2 40 1.25 21 61 3/16' 0.59 4 24 10 0.34
3 40 1.25 12 52 3/16" 0.59 4 24 10 0.29
4 30 1.25 10 40 3/16" 0.59 4 12 8 0.15
5 20 1.25 22 42 3/16" 0.59 4 24 5 0.06
6 30 1.25 31 61 3/16" 0.59 4 12 8 0.22
DRAIN FIELD HEAD(feet) 1.44
TRANSPORT LINE HEAD(feet) 1.1S
ELEVATION CHANGE(feet) 15
RESIDUAL/SQUIRT(feet) 2
EXTRA LOSS/FITTINGS(feet) 5
TOTAL DYNAMIC HEAD(feet) 24.61
TOTAL GALLONS PER MINUTE 30.09
PIONEER DIGGING, INC P\IL3:FI ie 220117; 10
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SEPTIC DESIGNS ADDRfss 322 E DAY SPRINGS RD
33343 L ALcCASEVJN RD. LKRVIAIF' ,W198546 DLIGAI:R_ ALEX L PAYSSE
JfllcI 3bU 42o 1803 1 A\ 3.30 127 2353 3II1 1.I: CAI.CS SCALE NA
•
, Installation & System Notes
1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids,
transport line,drainfield,and water lines must be open for inspection. A 5350.00 fee will be charged for time involved with the
inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2.This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state,county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department prior to attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot
developer, or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not
remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design
void.
5.The property owner and installer are responsible for locating all underground utilities (ex.water,gas,electric) prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers (ex. ATU, Glendons,) may have other requirements not listed within this design.
7. All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor
and Industries.
8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet
weather conditions may render this design void.
9. Maintain loft to waterlines with all septic components. If less than loft is required,sleeving in sch.40 pvc is required. If
sewage transport lines and waterlines must cross,waterline must be 18" above sewage line with one of the lines sleeved in sch.
40 pvc loft in each direction of crossing.
10.This design may include waiver applications with specific mitigation measures pertaining to installation,operation and
maintenance of the proposed components.
11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain,
foundation, perimeter drains shall be installed 30ft downslope and 10ft upslope of drainfield areas.
12.This design is site specific and intended to meet state and county requirements that are related to the system components
being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings mayor
may not meet other requirements.
13. All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance
information, refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval.
14. System owner should be cautious of landscaping around septic components. Root intrusion •
can cause premature failure of the drainfield area. In addition, bushes and trees should be kept
i
away from lids and other septic maintenance points. S rrt .
15. Changes made at time of installation may impact designer calculations, pump sizing,and :-+ arl
compliance w/county and state requirements. Contact designer prior to install w/any 41.
proposed variations from design. Changes may result in additional fees and permitting. i . '6hrrr
43'
PIONEER DIGGING, INC. OAS I.avR ER1cAUSETH NI
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P SILL11. 22017-41-00010 • �u:t L`orvna f
SI.II IC DESIGNS v)DIISS: 322E DAY SPREN RD �
3083 L m s.o\H N'-O\RD CRAPFSIbW sc>985It. DPIGSER: ALEX L PAYSSE 5 1
JIFILL 30012h 1803 I)At-3M*127-2353 SI II I I` NOTES SCALE NA