HomeMy WebLinkAboutSWG2025-00075 - SWG Application / Design - 3/19/2025 WA
MASON COUNTY 415NBTH ELTON: SHE7-9EXT 4
40
SH STREET
3fi0-0267 ,TON6 ,EXT400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360482-5269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2025-00075
APPLICANT CANNELL INVESTMENTS LLC Phone:
Address: P O BOX 448 SPANAWAY, WA 98387
OWNER CANNELL INVESTMENTS LLC Phone:
Address: P O BOX 448 SPANAWAY, WA 98387
SEPTIC DESIGNER PAULAJOHNSON' Phone: 360-898-2265
Address: 171 E VUECREST DRIVE UNION,WA 98592
SEPTIC INSTALLER BILL MCTURNAL Phone: 360-866-4594
Address: PO BOX 1768 WESTPORT,WA 98595
Site Address: E Panorama Dr
Primary Parcel Number: 320215602015
Permit Description: New SFR-3BR Gravity
Permit Submitted Date: 03/07/2025
Permit Issued Date: 03/19/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 Wdttlonai fees pray be regmred.p., ,slanaronef.,vrdl
Permit Expiration Date: 03/19/2028 (based on dale of mepeobod)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainffeld installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backffll of system components.
6 Mason County Asbuill Form, Record Drawing, and Installation tee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. _
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masonwuntywa.govihealthlenvironmentallonsiteloss-inspection-request.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
0$ - 07. 2025
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NANE Ci DESIGNER
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Bill X McTu mal IN$ I (360)280-2236 N
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Go out Hwy 3 and turn (R) onto E Agate Rd.Turn (R)onto E Crestview Dr. Turn (L) onto E ro ^�
Parkway Blvd.Turn (R)onto E Panorama Dr. Destination on (R).Yellow sign: "Cannel) o I o
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DESIGN FORM—PAGE ONE Assessor's Parcel Ntunber. 3 2 0 21 — 5 6 — 0 2 0 1 5
A design will be reviewed when 3 copies of each of the following are submitted:
•Completed design form that has been signed and dated. 0 Scaled layout sketch,including all applicable items on checklist
"Sealed plot plan,including all applicable items on checklist. "Cross-section sketcm including all applicable items on checklist.
m"Is for may be scanned and available for public view on the Mason County web site.Maximum Per sce. 11 X 17"
PARCEL TOW(TIR7CATIOx
- Snow Septic DesiSins.Inc
Permit Number: SW Designer's Neme:
Connell Investments Designer's Phone Number: (380)898-2255
Applicant's Name: 171 E Vue aced Dr
Mailing Address: P.O.Box 448 Designer's Address:
apanaway WA 98387 Union, WA 98592
i City Stale Zi
Cite State Z
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofiher ❑Sand Filter Cl Mound ❑Send Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make./Model ODisellection Unit Make/MWal Other:
Drainfield Type
IifGraVlty, ❑Pressure ❑Trench
Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals,
Number of Bedrooms 3 Schedule/Class 2729
Daily Flow:Operating Capacity 270 gpd Length 22.5 ft
Daily Flow:Design Flow 360 Slid Diameter 4'Perf. in
Septic Tank Capacity(working) 1,200 gal Number 6
Receiving Soil Type(1-6) 3 Separation 3 It
Receiving Soil Appl.Rate 0.8 gpd/ftz Orifices
Required Primary Area 450 ft Total Number of Orifices —
Designed Primary Area 460 ft Diameter — in
Designed Reserve Area 450 ftr Spacing — in
TrenchBed Width 10 ft Manifold
Trench/Bed Length (2)22.6=45 ft Schedule/Class 2728
Elevation Measurements Length 6 ft
Original Drainfield Area Slope 3 % Diameter 4 In
New Slope,If Altered 3 % Preferred manifold configuration used? Rr Yes 0 No
Depth of Excavation BPelape 20 in Transport Pipe
from Original Grade oaea,ap, 16 in Schedule/Class 3034
Designed Vertical Separsion 37+ in Length 30 d
Gravelless Chambers Required? 0 Yes iNo D Optional Diameter 4 In
Pump Required? [3 Yes lz!No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdosesrday --
Diff.in Elevation Between Pump&Uppermost Orifice=fl Dose quantity — gal
Drainfield Squirt Height/Selected Residual(head) =R Chamber Capacity(flood) — gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff
Pump controls:Please check those required.
Capacity Q Total Pressure Head — Spa [3Timer DElepse Meter Cl Event Counter
Calculated Tote]Pressure Head — ft A jif p ,Pump off —
Comments
MAR 19 V5
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DESIGN FORM-PAGE TWO Assessor's Parcel Number.L LL 2 1 - 5 6 - 0 90 1 5
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Crosa-Section Sketch
It Test hole locations 19 Drainfield orientation and layout Reference depth from original grade:
16 Soil logs Rf Trench bed dimensions and - Rf Septic tank
Id Property lines critical distances within layout 19 Drainfield cover
❑ Existing and proposed wells 19 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 91 Septic tank/pump chamber and restrictive strata
td Measurements to cuts,banks,and locations IZ Laterals,trench/bed,top and
surface water and critical areas lid Observation port location bottom
❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ed Manifold placement ❑ Send augmentation
components ❑ Orifice placement Other cross-section detail:
m Location and dimension of 56 Lateral placement with distance Ef Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
19 Buildings ❑ Audible/vis ferenced Yes No
to Direction of slope indicator 129f Scale of dra s on scale I$ ❑Design staked out
m Waterlines bar ❑ fif Recorded Notices anached
lid Roads,easements,driveways, .�.�'�� ❑ If Waiver(s)attached
parking G' ❑ I Pump curve attached
Id North arrow and scale drawing ❑ Evaluation of failure
shown on scale bar ' PAULAaJOY JoNnsoa`. Non-residential justification
E D 1 t ❑ Rf Waste strength
❑ If Flow
DESIGN APPROVAL
The undersigned designer most be�tedd by ii Ier t time of installation It)Yes ❑ No
��1G�t� 3- ro-ate
Si re of Deagner Date
The undersigned has reviewed ' design on behalf of Mason County Public Health and determined k to be in
compliance with state and loc o -site regulations:
vi eold Health Specialist Date
CAUTION: DESIGN APP OVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health -7 -f'D�j
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: G'y� �3
✓ 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 maybe scanned and available for public view on the Hawn County Web site.
Updated Date: 12/72015
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Note: (Typical Bed Layout)
O=Observation Port—to be 4"perforated
PVC pipe from bottom of bed to finished
f:
• "•^ grade. A removable cap shall be installed on
observation porgy pipe. Glue"T'on bottom
- so pipe can't be moved.
-' �� srbuaas Minimum ofµin system,one in each comer.
PAVIA JOY JOHNON '; Laterals are to be centered in trenches.
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and manufacturer must be on the Dept of Health fist of registered sewage tanks.**
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INSTALLATION & MAINTENANCE
Gravity Distribution Systems-Bed
PAULA JOY JOHNSON.;
•' ' ' 3i:6 NtYt`'
1. Install Laterals with contour of the ground-
2. Install bed bottom level. °j-ro—ZS
3. Install locator tape or rebar at each end of all drainfield laterals.
4. Install observation ports as indicated on the detailed drainfield layout. Minimum of 2
required at diagonal comers of bed drainfield with bottom extending to the
draimock/native soil interface. Glue"T"to bottom so Observation Port cannot be easily
removed from ground. Install removable cap on top of port at final grade level.
5. Install drainfield during dry weather and soil conditions;any soil smearing must be
eliminated by hand raking.
6. Use distribution box with speed levelers. Divert incoming pipe down with 90-degree
angle to prevent short-circuiting.
7. Filter fabric required over drain rock prior to back filling. If the drain rock extends above
natural grade,run the filter fabric at least 2 inches down the trench wall.
8. Encase all water lines within 10, of drainfield and under any driveway/parking areas.
9. Divert all storm water runoff away from on-site sewage system.
10.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge
of the drainfield and reserve area
11.No vehicular traffic over drainfield area
12.Install Bio-Tube or equivalent effluent filter at outlet end of septic tank.
13.All manhole lids and access,sampling or inspection ports must have locking covers and
be located at ground level.
14. Inspect tank and clean filters every 6-12 months as needed.
15.Have the septic tank pumped or professionally inspected every 3 to 5 years.
16.All materials and workmanship must meet County and State regulations.
17. Deviation from this design without prior approval from the Designer and Mason County
Environmental Health Department will make this design null and void.
18. All transport lines under driveways or parking areas must be encased to prevent crushing.
19. Homeowner is responsible for all property lines and casements.
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