HomeMy WebLinkAboutSWG2023-00450 - SWG Application / Design - 10/19/2023 ON,
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MASON COUNTY 415N6T"STREET SHELT967 ,EXT 400
SB ELTON: ,SHEL-967Q EXT 400
BELFAIR:360-275-4467,EXT 400
';
)7 Public Health & Human Services ELMA.360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00450
APPLICANT RROBERTS CHARLES D & CATHERINE Phone:
Address: 6040 CALIFORNIA AVE SW#307 SEATTLE,WA 98136
OWNER ROBERTS CHARLES D &CATHERINE Phone:
Address: 6040 CALIFORNIA AVE SW#307 SEATTLE, WA 98136
SEPTIC DESIGNER JUSTIN RUSSELL-ALPHA SEPTIC Phone: 360.956.7242
SOLUCTIONS LLC
Address: PO BOX 14531 TUMWATER, WA 98511
Site Address: 81 E Solbakk Veien
Primary Parcel Number: 220012490190
Permit Description: 3-bedroom mound system
Permit Submitted Date: 10/19/2023
Permit Issued Date: 11/13/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional lees may be required upon installation of system).
Permit Expiration Date: 11/09/2026 (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 Drainfield 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 055.
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/environmentallonsite/oss-inspection-request.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY RAn IF IN 1 o as � ei • 13 on
COMMUNITY SERVICES ` �°�eV73
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PublicHealth 11 w-ot. Y En.ccni-m:nl F,dth) 0
SWG 303. 4v. _
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ON-SITE SEWAGE SYSTEM APPLICATION 3 p
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CHARLES ROBERTS 225-278-4105
...•:C AGGRESS-SI'tL e ,r Y]CT ZIP CODE
6040 CALIFORNIA AVE SW APT. 307 SEATTLE WA 98136
.--A PCP PPS STREt,.CHY LRCOD:
81 E SOLBAKK VEIEN RD SHELTON WA 98584 I fs
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JUSTIN RUSSELL 360-956-7242
ANF„F NJ. IEP PI or I
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F✓i RE ] NTIA C O El COMMUNITY O55 IF COMMERCIAL OSS V P IVA T E INDI IDUA'L WELLfl PRIVATE TWO-PARTYAUEL 2 I
R SYSTEM
\EW CONSTRUCTION UPGRADES FIREPAIR I REPLACEMENT C➢Irtrn DETAILS(seirtt ell bier WOW ❑ TABLE IX REPAIR � !
SURNITTA.S ❑ SURFACING SEWAGE ❑FxISTING FAILURE ❑SHOReuNE !�-
I it DES GN FORIP(REcmRES) 01 SEPTIC DESIGN(REQU RED) aF-_Rc,cis T-,F r
ff'AA CRIS),IrAP LI BLE, 3 1 .25 ACRES o
DI /NS T. S EA•D SEE ONOIONS 3 k dgnIrzl ...�
FROM HARSTINE ISLAND BRIDGE, RIGHT ON TO EAST SOUTH ISLAND DRIVE, LEFT I O
ON EAST HARSTINE ISLAND RD, RIGHT ON TO EAST MCMICKIN RD, LEFT ONTO r
EAST SOLBAKK VEIEN RD, CONTINUE TO SITE ON LEFT. a S
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SHE MOST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BEI OW THIS LINE —
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❑VOL UNIARY MNITFNANOP PI IMP.VC C BUILD NG PERM'T O HOME SALE []COMPLAINT ❑OP HER
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SOIL CODES P ECORD JRAwIG AND I NSTA -ICH REPORT
E r AVE.L _ Snm E .OAI SI SET c ccr E ErREMEY R-ROOTS REQUIRED FOR IN -APPROMI
s cr SIRE r. ..API r;,-1c ^v Oar .A4? 72
C _DIISSJEDBr DATE
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THIS/FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTYWEBSITE REV RED 1,r/2016
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 0 1 — 2 4 — 9 0 1 9 0
A design will be reviewed when 3 copies of each of the following are submitted:
8 Completed design form that has been signed and dated- " Scaled layout sketch,including all applicable items on checklist
"Sealed plot plan, including all applicable items on checklist. v 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"X I?"
PARCEL IDENTIFICATION
rr��t _ _ Designer's Name:
Permit Number: SWGZVp�r 'OQ 4SQ JUSTIN RUSSELL
Applicant's Name:
CHARLES ROBERTS Designer's Phone Number: -360956-7242
Mailing Address: 6040 CALIFORNIA AVE SW.y307 Designer's Address: PO BOX 14531
SEATTLE WA 98136 Tt1MWATER WA 98511
City State Zip City State Zip
_ DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter CYI Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model _,_ Other:
Drainfield Type
❑ Gravity g Pressure 0 Trench l$Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications laterals
Number of Bedroorns 3 Schedule/Class 40 —
Daily Flaw: Operating Capacity '3SQ1. l►�' gpd Length 40 ft
Daily Flow: Design Flow 27436O 'Ngpd Diameter 1.5 in
Septic'Tank Capacity(working) 1200 gal" Number 3
Receiving Soil Type(1-6) 4 / Separation 2 ft
Receiving Soil Appl.Rate .6 gpd/ftc Orifices
Required Primary Area 600 ff- Total Number of Orifices 60 `
Designed Primary Area 1034 fts- Diameter 1/8 in
Designed Reserve Area 600 fts - Spacing 24 in
Trench/Bed Width 9 ft r Manifold
Trench/Bed Length 40 ft , Schedule/Class 40
Elevation Measurements Length 6 ft
Original Drainfield Area Slope 10 % Diameter 2 in
New Slope, If Altered NA % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation GRslope 0 in Transport Pipe
from Original Grade poem-slope 0 in Schedule/Class 40
Designed Vertical Separation 24 in / Length 115 ft
Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in
Pump Required? ❑Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff. in Elevation Between Pump&Uppermost Orifice 15 _ft Dose quantity 45 gal
9
Drainfield Squirt I[eight/Selected Residual(head) 5 ft Chamber Capacity(flood) 1000 gal,
Uppermost Orifice f�higher D Iuwer than Pump Shutoff Pump controls:Please check those required.
Capacity®Total Pressure Head 25.2 gpm gTimer gElapse Meter gEvent Counter
Calculated Total Pressure Head 2176 pie, tr.,,rnifiCi1; ,?pglpon_. 178 MIN ,pump off 4
IAComments e
NOV 1 3 2023
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DESIGN FORM-PAGE TWO Assessor's Parcel Number: 2 2 0 0 1 — 2. 4 -- 9 0 1 9 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
A Test hole locations 121 Drainfield orientation and layout Reference depth from original grade:
21 Soil logs El 'french/bed dimensions and RI Septic tank
Ea Property lines critical distances within layout 2' Drainfield cover
RI Existing and proposed wells 21 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property RI Septic tank/pump chamber and restrictive strata:
12I Measurements to cuts, banks,and locations M Laterals,trench/bed,top and
surface water and critical areas IRI Observation port location bottom
21 Location and orientation of RI Clean-out location ❑ Curtain drain collector
curtain drain and all absorption RI Manifold placement 1R1 Sand augmentation
components Id Orifice placement Other cross-section detail:
id Location and dimension of It Lateral placement with distance di Observation ports/clean-outs
primary system and reserve area to edge of bed
• Buildingsg Other Information
lg Audible/visual alarm referenced Yes No
RI Direction of slope indicator RI Scale of drawing shown on scale d 0 Design staked out
Ri Waterlines bar ❑ 0 Recorded Notices attached
• Roads,casements, driveways, 0 ❑ Waiver(s)attached
parking fill ❑ Pump curve attached
• North arrow and scale drawing ❑ ❑ Evaluation of failure
shown on scale bar Non-residential justification
❑ 10 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation d Yes ❑ No
���--._ WoW9/a- �, �Y
Sign ,re of Designer
Date C-�1 ° )' f'^
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 lations: NOV ' 7
E ronmental Health Specialist Date
•
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved" by Mason County Public Health. f//i�����
✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: I /7 _—
✓ 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
ALPHA SEPTIC SOLUTION, LLC.
ON-SITE WASTEWATER DISPOSAL SYSTEM
DATE: October 4, 2023
APPLICANT: ROBERTS, CHARLES
81 E SOLBACK VEIEN RD
SHELTON, WA 98584 +
F' �P p B
LEGAL: SP1649
PARCEL#: 220012490190 NOV 1 3 2123
PROJECT#:
DESCRIPTION: NEW CONSTRUCTION FOR A 3-BDRM HOME
PROJECT DETAILS: tits 3 In/VIL?
NUMBER OF BEDROOMS 3
GALLONS PER DAY(GPD) FLOW 360 '�� k • ?.^ye
1
OPERATING CAPACITY (GPD) 270 %b'8 e+oaoea4 M/I
0.60 �N e D Dsle ry R
APPLICATION RATE ...........„.„ 4
EXPIRES 01/1.I =S
DRAINFIELD
-Absorption Area Required 600 SQ.FT
-Absorption Area Designed 1034 SOFT
-Trench/Bed Length 40 FT
-Trench/Bed Width 9 FT
DRAINFIELD CROSS SECTION
- Depth below Original Grade 0 INCHES
-Graveless Chambers 12 INCHES
- Sand under Trench/Bed 12 INCHES
-Vertical Separation 24 INCHES
- Fill Depth 12 INCHES
SEPTIC TANK
-Size 8 Composition 1200 GAL CONCRETE
- New/Existing New
ALPHA SEPTIC SOLUTION, LLC.
APPLICANT: ROBERTS, CHARLES DATE: 10/4/23
PARCEL #: 220012490190 MOUND SYSTEM SLOPING SITE
Mound Parameters Constants Calculated Fields
Upslope Depth 1 Ft Gradient 3.00 Ft Bed Length 40 Ft
%Slope1100 10 % Bed Depth 1.00 Ft Downslope Depth 1.9 Ft
Application Rate/Soil 0.6 Bed Center 1.50 Ft Downslope Width 16.85 Ft
Number of Bedrooms 3 Bed Edge 1.00 Ft Endslope Width 11.85 Ft
GPO/Bedroom 120 DownSlopeCorrection 1.44 Ft Upslope Width 6.93 Ft
Bed Width 9 Ft UpslopeCorrection 0.77 Ft Fill Width 32.78 Ft
Fill Length 63.70 Ft
Mound Sizing Calculations
Sand Under Bed Depth
Depth of sand under upslope edge of bed 1 Ft
F
Depth of sand under downslope edge of bed -- * --�
Upslope Depth+(%Slope/100 x Bed Width)= 1.9 Ft
NOV 1 3 2023
Sand Upslope of the Bed
(Upslope Depth+Bed Depth+Bed Edge)x Upslope Correction x Gradient= 6.93 Ft
Sand Downslope of the Bed
(Downslope Depth+Bed Depth+Bed Edge)x Downslope Correction x Gradient= 16.85 Ft
Total Mound Width
Downslope Width+ Upslope Width+Bed Width= 32.78 Ft
1
Sand Endslope from Bed ✓. %�r7 10/r/23
•~ f �r5�r,
((Upslope Depth Downslope Depth)/2)+Bed Depth+Bed Center)x Gradient 11.85 Ft ., �Fti
bti Flr3R•134ussm pal
Total Mound Length
ucEN Eo• SIGNER
(Endslope Width x 2J +Bed Length= 63.70 Ft Ev.I ES ,,,.,, 2(-
Basal Area Required 600 Ft 2
Basal Area Available-Level Site NA
Basal Area Available-Sloping Site
Bed Length'(Bed Width+Downslope Width)= 1034 Ft 2
Is basal area satisfactory for a level site? NA
Is basal area satisfactory for a sloping site? Yes
ALPHA SEPTIC SOLUTION, LLC.
APPLICANT: ROBERTS, CHARLES
DATE: October 4, 2023
PARCEL #: 220012490190 PRESSURE SYSTEM - 3 LATERALS
System Parameters Pressure Calculations
Orifice Size 118 inches Minimum Orifice Discharge Rate 0.42 gpm
Residual Head at Last Orfice 5 feet Total Lateral Length 117 feet
Orifice Spacing 2 feet Number Orifices Lateral 1 20
Number Orifices Lateral 2 20
Number Laterals 3 Number Orifices Lateral 3 20
Lateral 1 Length 39 feet Total Discharge Rate 25.2 gpm
Lateral 2 Length 39 feet
Lateral 3 Length 39 feet Friction Loss
Pipe Class 40 Tightline Friction Loss 1.30 feet
Lateral Line Size 1.5 inches Manifold Friction Loss 0.07 feet
Lateral Elevation 184 feet Lateral Friction Loss 0.19 feet
Friction Loss through System 1.56 feet
Manifold Length 6 feet
Manifold Size 2 inches Dynamic Head
Residual Head at Last Orifice 5 feet
Elevation Difference 15 feet Add-on Friction Loss 0.2 feet
Elevation Difference 15 feet
Tightline Length 115 feet Total Dynamic Head Loss 21.76 feet
Tightline Size 2 inches
Total Discharge Rate 25.2 gpm
Add-on Friction Loss 0.2 feet Total Dynamic Head 21.76 feet
Drain Down Calculation: If orifice orientation is 12 O'clock,the following calculation does not apply.
Orifice Orientation 12 O'clock
Length of Pipe 117 feet
Liquid Volume in Pipe 12.40 gal
Drain Down Volume 6.20 gal
5X Volume 31.01 gal i. /y/y
Dose Voume 45 NOV ' 3 2023 .'� y'
Dose volume meets 5X rule: N/A 6 P -I rl> S,
Nix seussm
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