HomeMy WebLinkAboutSWG2025-00064 - SWG Application / Design - 2/27/2025 MASON COUNTY 416N8THELTON: ,SHE7-967 ,EXT 400
SMELTON:OBOA27-9870,E%T 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:3B0482-6269,EXT 400
FAX:360.427-7787
On-Site Sewage System Permit: SWG2025-00064
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia,WA 98512
OWNER KAGEE DANNY L&SYLVIA A Phone: 707.480.1388
Address: 27170 N US HWY 101 HOODSPORT, WA 98548
SEPTIC INSTALLER DARIN OGG* Phone: 360-790-3021
Address: PO BOX 1336 HOODSPORT,WA 98548
Site Address: 27170 N US Highway 101
Primary Parcel Number: 323312400100
Permit Description: Table IX Repair: 2-bedroom pressure system wl sand lined bed
Permit Submitted Date: 02127/2025
Permit Issued Date: 0310612025
Issued By: David Anderson
Current Permit Fees Paid: $825.00 Odduo�at leasmoy ne,,ui.d anon m:mnado�or syalam).
Permit Expiration Date: 03105/2026 lba�.d od dole or mapacdool
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 Dreinfield 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/Engineerinstallation approval prior to
backAll 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.govfhealthienvironmentailonsiteloss-Inspection-request.php or call:
360427.9670, extension 400.
OFFICIAL USE ONLY
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�TABLESNEPAIR 0 SINGLE FAMILY u
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❑ TANK(S)O1LY ❑ COMMERCIAL
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US HWY 101 NORTH THROUGH HOODSPORT TO SITE ON THE RIGHT.
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THIS FORM MAYBE 9CANNEDANDAVAILASLE FOR PUBLIC VIEW ON THE MASON COUNTY WESSITE REVISED IMXDIS
DESIGN FORM—PAGE ONE Assessor's Parcel Number:___ 32331-24_00400____
A design will be reviewed when 3 conies of each of the following are submitted:
I Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist
0 Scaled plot plan,including all applicable items on checklist. r Cross-section sketch,including all applicable items on checklist.
This form may be stunned and available for public view an the Mason CountyWeb site.A/arimumpope,'size:
PARCEL IN
Permit Number. SWG
Designer's Name: ADAM HUNTER
Applicant's Name: DANNY CAGEE r g Designer's Phone Number. 360.7534228
27170 N US HWY 101 PO BOX 162
Meiling Address: Designer's Address:
HOODSPORT WA 98545 OLYMPIA WA saw
city Stale Zi city Stale Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Fiber ❑Mound dS..d Lined Grainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfield Type
•Gravity Pressure O Trench StBed ❑Sub Stufiee Drip
Septic Tank/Drainiield Specifications laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow:Operating Capacity 180 gird Length 24 ft
Daily Flow:Design Flow 240 gpd Diameter 125 in
Septic Tank Capacity 2633 gal Number 4
Receiving Soil Type(1-6) 1 Separation 2.5 H
Receiving Soil Appl.Role 1 gpolft Orifices
Required Primary Area 240 R2 Total Number of Orifices 40
Designed Primary Area 240 Rz Diameter 3116 in
Designed Reserve Area WA 11' Spacing 28 ill
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 24 ft Schedule/Class 40
Elevation Measurements Length 7.5 it
Original Drainfield Area Slope 0 % Diameter 2 in
New Slope,If Altered 0 / Preferred manifold configuration used? ErYes ❑No
Depth of Excavation UPdepe 54 in Transport Pipe
from Original Grade noxn-d., 54 in Schedule/Class 40
Designed Vertical Separation 24 in Length 15 ft
Gmvelless Chambers Required? ❑Yes ItNo O Optional Diameter 2 in
Pump Required? Of Yes 13 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shmoffand Uppermost Dose quantity 40 gal
Orifice R Chamber Capacity 2633 gal
Uppermost Orifice Higher ❑Lower than Pump Shutoff Pump controls: Please check those required.
Capacity Q Total Pressure Head 23.4 gpm Wfimer Ot:tapse Meter ErEvem Counter
Calculated Total Pressure Head 6.3 0 If Timer: Pump on 40 GAL ,Pump off 4HRS
Comment 77
DESIGN FORM—PAGE TWO Assessor's Parcel Number;___ 32334-2440400 ____
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
E3 Test hole locations EZ Drainlield orientation and layout Reference depth from original grade:
19 Soil logs 9 Trench/bed dimensions and 9 Septic tank
19 Property lines critical distances within layout EZ Drainheld cover
lve box locations/V Boxa
63 Existing and proposed wells D- Reference depth from original grade
within too 0 of property Y Septic tank/pump chamber and restrictive strata:
U Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and
surface water and critical areas &f Observation port location bottom
13 Location and orientation of Kf Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ef Manifold placement ❑ Sand augmentation
components V orifice placement Other cross-section detail:
13 Location and dimension of Rf Lateral placement with distance E9 observation porWclean-outs
primary system and reserve area to edge of bed Other Information
E9 Buildings [9 Audible/visual alarm referenced Yes No
121 Direction of slope indicator 19 Scale of drawing shown on scale d ❑ Design staked out
E9 Waterlines bar ❑ ❑Recorded Notices attached
E3 Roads,easements,driveways, ❑ ❑Waiver(s)attached
parking ❑ ❑ Pump curve attached
19 North arrow and scale drawing ❑ ❑ Evaluation of failure
shown on scale bar Non-residential jusli ication
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must tifie by i e of installation I(Yes ❑ No
2/27/25
g t of Designer Date
The undersigned has reviewed t is esign on behalf of Mason County Public Health and determined it tabtefi
compliance with state and local - regulations: �4S *4,p n
6
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Environmental Health Specialist Date Fiy ZJr
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✓AUTION: DESIGN AP APR IS by OVAL VALIDMason ONLY
c UNDER
THE FOLLOWING CONDiT1oN. r4/SEg1JH
design is stamped
pproved"
ounty
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
✓ Drainfield site conditions have not been altered to adversely affect conditions of esign 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 re uired.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
PAGE I
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE M: PARCELM; S2S312400100
DATE SUBMITTED: 02QTR& LEGALAOTM:
SUBMITTED BY: ADMAMUNTER
APPLICANT: DANNYKAGEE
ADDRESS: 271M US HWY 101
HECOSPOIR.WA SIPH8
I.CALCULATIONS
NUMBER OF BEDROOMS= 2
RESIDENTIAL GPO FLOW= 240
IF NONHHESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 1 GPOIFT2
REDUCTION=LF WBLWK6NOTUSED
DRMNFIELD SIZING
ABSORPTIONAREA= 240 F12
TRENCH LENGTH OR BED CONFIG.= LOFT X 24 FT SAND LINED BED
IL WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 2M33 GAL.CONCRETE
NEW OR EXISTING= PROPOSED
III.ORAINFIELD CROSS SECTION
DEPTH TO DRNWRCCK BOTTOM= 2-6'
ROCK DEPTH BELOW PIPE= 0 .61
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERWBEASONAL SATURATION=
FILL DEPTH= V S'
TRENCH WIDTH= IV-0.
W.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 40
NUMBER OF DOSES PER DAY= 8
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= via
�' 6
hiAx 0 610?3 ft
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26
PAGE 2
LATERAL 81=
SOUIRT HEIGHT(FT) 2.D0
fw,,E I):OFIFFE MSCWAGE PALE•(I I NJ X(OMFME OMUEMR)SO2X
Sp PODiOF(FOTALVRE96URFILAOJ
Ill
ORIFICE DISCHARGE RATE= O 4.0
7
LATERAL LENGTH IN FEET=
ORIFICE SPACING= 4
I T
DISTANCE FROM END CAP=
NUMBER OF HOLES= 1O
LATERAL DISCHARGE RATE= 6.882
LATERALAZ=
SWIRT HEIGHT(FT)= 2'00
0.55818
ORIFICE DISCHARGE RATE=
LATERAL LENGTH IN FEET= 29.00
ORIFICE SPACING= T 4'
DISTANCE FROM END CAP+ I,T
NUMBER OF HOLES= 10
LATERAL ORCHARDS RATE= 5.882
LATERAL83= 2.0
SWIRT HEIGHT LFT)=
ORIFICE DISCHARGE RATE= O.58615818
LATERAL LENGTH W FEET= V'00
ORIFICE SPACING= 24'
DISTANCE FROM ENO CAP= I•T
M)MBER OF HOLES= 10
LATERAL DISCHARGE RATE= 5.802
LATERAL84=
SOURT HEIGHT(FT)= 2'00
O.SB818
ORIFICE DISCHARGE RATE=
LATERAL LENGTH IN FEET= 24'00
ORIFICE SPACING= 2-4-
DISTANCE FROM END CAP= 1.2'
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= S862
LENGTH DIAMETER FLOW FRICTIONLOSS
SECTION (FT) (wl (GPM) (FT)
AB VLOD 200 23,447 0.148
BC I.m 2.00 11.724 O.W3
CO 2.50 2.08 5.882 0.002
OE 24.00 In 5SS2 0.130
TOTAL= 0.21M
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM 02"
2)ELEVATION DIFFERENCE = 4000
3)RESIDUAL = 2.000
TOTAL= 6.284
2/27/25
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