HomeMy WebLinkAboutSWG2024-00204 - SWG Application / Design - 5/9/2024 MASON COUNTY 415 N6SHELTON: ,SH27-967WA98504
SHELTON:380,2754470,EXT 400
BELFAIR:380-2]5448],EXT 400
Public Health & Human Services ELMA 3804825269,EXT 400
FAX:381
On-Site Sewage System Permit: SWG2024-00204
APPLICANT HANDY MICHAEL&CHRISTINE Phone:
Address: 5501 N 9TH ST TACOMA,WA 98406
OWNER HANDY MICHAEL&CHRISTINE Phone:
Address: 5501 N 9TH ST TACOMA,WA 98406
SEPTIC DESIGNER Alex Paysee Phone: 360-426-1803
Address: 3083 E Mason Benson Rd GRAPEVIEW,WA 98546
Site Address: XX E adonai Way
Primary Parcel Number: 221232250050
Permit Description: 3-bedroom gravity system
Permit Submitted Date: 05/09/2024
Permit Issued Date: 05/20/2024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (additional f«s my w reoulrea uwn msmnfobn of sysfm).
Permit Expiration Date: 05/17/2027 (Dawn on daN of lnsdsoum)
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 Drainfield installation not to exceed designed upslope and downslope depth specked on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to ba"I of
system components.
5 Installer/s 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 SUE 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-inspections quest.php or call:
360-427.9670,extension 400.
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NAME OF DESIGNER PHONE I N
ALEX L. PAYSSE 360-426-1803
NAME OF INSTALLER PHONE O
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DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 2 3 — 2 2 — 5 0 0 5 0
A design will be reviewed when 3 conies of each of the following are submitted:
•Completed design form that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist
v 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. lduximum paper.ske: 1/"X 17
PARCEL IDENTIFICATION
Permit Number: SWG 007QV Designer's Name: ALEX L.PAYSSE
Applicant's Name: MICHAEL HANDY Designer's Phone Number: 360-426-1803
Mailing Address: 5501 NORTH 9TH STREET Designer's Address: 3083 E MASON BENSON RD
TACOMA WA 98406 GRAPEVIEW WA 98546
city State Zip City State Zip
DESIGN PARAMETERS -
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Dr infield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Modcl ❑Disinfection Unit Make/Model Other:
Drainfield Type
ht(Gravity, ❑ Pressure G'(Trench O Bed ❑Sub Surface Drip
Septic TanWDrainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 2729 PERF �
Daily Flow:Operating Capacity 270 gpd length 40 ft
Daily Flow:Design Flow 360 / glad Diameter 4 in
Septic Tank Capacity(working) 1500 gal Number 5
Receiving Soil Type(1-6) 4 Separation 10+ ft
Receiving Soil Appl.Rate 0.6 / gpd/fl Orifices
Required Primary Area 600 ft Total Number of Orifices NA
Designed Primary Area 600 ft, Diameter - in
Designed Reserve Area 600 ftI Spacing - in
Tnmch/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 3034
Elevation Measurements Length 45 It
Original Drainfield Area Slope 3 % Diameter 4 in
New Slope,If Altered 3 % Preferred manifold configuration used? R(Yes O No
Depth of Excavation UVelepe 24 - in Transport Pipe
from Original Grade Da.-smpc 23 in Schedule/Class 3034
Designed Vertical Separation 36+ in Length 50-100 ft
Gmvelless Chambers Required? ❑Yes 16 No O Optional Diameter 4 in
Pump Required? O Yes ldNo Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day NA
Diff. in Elevation Between Pump&Uppermost Orifice NA ft Dose quantity - gal
Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) - gal
Uppermost Orifice O Higher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity Q Total Pressure Head - gpm OTimer OElapsc Meter ❑Event Counter
Calculated Total Pressure Head - ft If Timer: Pump on - ,Pump off -
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 1 2 3 — 2 2 -- L L 0 5 0
Permit Number. SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
R1 Test hole locations fd Drainfield orientation and layout Reference depth from original grade:
lid Soil logs 21 Trench/bed dimensions and Rf Septic tank
9 Property lines critical distances within layout 9 Drainfield cover
0 Existingand proposed wells 19 D-Box/Valve box locations
P Po Reference depth from original grade
within 100 ft of property E11 Septic tank/pump chamber and restrictive strata:
m Measurements to cuts,banks,and locations Ed Laterals,trenchlbed,top and
surface water and critical areas Ed Observation port location bottom
m Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Rf Manifold placement ❑ Sand augmentation
components ❑ Orifice placement Other cross-section detail:
Id Location and dimension of Rf Lateral placement with distance E6 Observation ports/clear-outs
primary system and reserve area to edge of bed Other Information
19 Buildings ❑ Audible/visual alarm referenced Yes No
Ed Direction of slope indicator Rf Scale of drawing shown on scale h'j ❑ Design staked out
m Waterlines but ❑ E41 Recorded Notices attached
la Roads,easements,driveways, ❑ If Waiver(s)attached
parking ❑ 91 Pump curve attached
Id North Grow and scale drawing ❑ fit{Evaluation of failure
shown on scale bar Non-residential justification
❑ 9 Waste strength
❑ Rf Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation 56 Yes ❑ No
AO LPL 5/4/2024
,
Signamneo signer Date qpp
The undersigned has reviewed this design on behalf of Mason County Public Health and determined/t�o�i
compliance with state and local on-sit lations: M
M AY?
Erivironmental Health Specialist Date FN�/Rpy
OJ,q MFNTA(y
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: �AtTH
✓ The design is stamped"Approved"by Mason County Public Health. ��/ l Zd Z
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Daze is: It
✓ 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: t2n,12015
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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$350.00 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 priorto installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor maybe 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.
S.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,Glendon,)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.
B.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 10ft to waterlines with all septic components. If less than 10ft 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 lOR 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 may or
may not meet other requirements.
13.All onsite septic systems require regular maintenance to verify satisfactory operation. The system wner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. For op iPP
information,refer to Mason County Public Health Homeowner's Manual,which should be received after inst�t6=
14.System owner should be cautious of landscaping around septic components. Root intrusion MAY 2 0 2024
can cause premature failure of the drainfield area. In addition, bushes and trees should be kept fdASpy n
away from lids and other septic maintenance points. °"cN7AL F`
15.Changes made at time of installation may impact designer calculations,pump sizing,and
compliance w/county and state requirements. Contact designer prior to install w/any `.
proposed variations from design. Changes may result in additional fees and permitting. er c
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OFFICE 360426M FAX 3604272353 SHEET: NOTES SCALE NA