HomeMy WebLinkAboutSWG2025-00440 - SWG Application / Design - 12/19/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON: 360-427-9670,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: SWG2025-00440
APPLICANT HAGSETH EXCAVATING Phone: 360-701-2179
Address: 1051 BUNKER CREEK ROAD CHEHALIS, WA 98532
OWNER AGATE VENTURES LLC Phone: 360-789-5533
Address: 1051 BUNKER CREEK RD CHEHALIS, WA 98532
SEPTIC DESIGNER Hunter, Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
Site Address: UNKNOWN
Primary Parcel Number: 320103150130
Permit Description: New 4bd pressure trench with Class B waiver
Permit Submitted Date: 11/10/2025
Permit Issued Date: 12/09/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 12/03/2028 (based on date of inspection)
Permit Conditions:
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
2 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
5 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
7 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.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
MASON COUNTY 415 N 6TH STREET, SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
ea BELFAIR:360-275-4467,EXT 400
-1- Public Health & Human Services ELMA:360-482-5269, EXT 400
FAX:360-427-7787
8 For timber removal prior to construction/installation of septic system components, cutting
and/or removal of less than five thousand board feet of timber for personal use only(e.g.,
firewood, fence posts, etc.) in any twelve-month period is allowed without a permit. If that
threshold will be passed or if any amount of timber is leaving the subject property, a Class
IV-General Forest Practices Approval will be needed from Mason County.
9 For ground disturbance prior to construction/installation of septic components, a grading
permit shall be required if involving more than 200 cubic yards of material being
excavated, filled, pushed, or pulled(ie. cumulative ground disturbance).
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/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OrFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED: � I � I I 1�� • N
a PI` c U)
� AMOUNT RE ED: RECEIVED BY:
Public Health & Human Services O�Ul.1�E �'�`�v m
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Environmental Health 360-427-9670,ext.400 or 360-27S-4467,ext.400 0
415 N.6th Street -Shelton,WA 98584 S W G 1 c 5 Do LINO Z xi
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CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION
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APPLICANT PHONE DTI
BRAD HAGSETH 3607012179 z
c
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g
1051 BUNKER CREEK RD �� CHEHALIS WA 98532 m
�iV' SITE ADDRESS-STREET,CITY,ZIP CODE 1
c�� XX E LONE FIR DR ,' ";N
HELTON WA 98584 I o
tl NAME OF DESIGNER • O PHONE
160V ADAM HUNTER �� 3607531226 I o
1� .� PHONE
NAME OF INSTALLER
%0 TB D < o
\`a'` N
PERMITRM TYPE(select one) C �, / DRINKINGC WATER SOURCE O (�
lJ RESIDENTIAL OSS h COMMUNITY OSS 1 C�lv CIAL OSS LJ PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I O
a PUBLIC WATER SYSTEM SWINO_ERSCOVE
TYPE OF WORK(select one) t
a—NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I
r' SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE W O
DESIGN FORM(REQUIRED) I I SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r I
a7 WAIVER(S)(IF APPLICABLE) 4 5.10 0 YES ID NO 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
DANIELS RD TO A LEFT AT ANCHOR VIEW TO A LEFT AT T FOR LONE FIR TO SITE ON I
THE LEFT.
r
I
O
-1
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I
OFFICIAL USE ONLY BELOW THIS LINE
9
UPGRADE f FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE OCOMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS 71\1 Y !. ek'I�� COMMENTS/CONDITIONS
, z ; DiZ4. s �� � f i
4 : Avt
R 'T—iiS
' o /Zk t / z1/44+ 1v
4
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
4 INSPECTOR SIGNATURE `DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY ( DATE
Cki4ti < \it VIA
4
THIS FORM MAY E SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
II
' DESIGN FORM—PAGE ONE Assessor's Parcel Number: 320103150130 -- --
A design will be reviewed when 3 copies of each of the following are submitted:
`"Completed design form that has been signed and dated. '1 Scaled layout sketch, including all applicable items on checklist.
Scaled plot plan,including all applicable items on checklist. '1 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 17"
PARCEL IDENTIFICATION
Permit Number: SWG a 0).5' 004`?O Designer's Name: ADAM HUNTER
Applicant's Name: BRAD HAGS TH Designer's Phone Number: 3607531226
., Mailing Address: 1051 BUNKER CREEK RD Designer's Address: PO BOX 162
CHEHALIS WA 98532 City State Zip OLYMPIA WA 98507
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM
DESIGN PARAMETERS
Treatment Device
0 Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU ❑Other
Treatment Level(check all that apply): J A J B J C J BLI I BL2 I BL3 VI E A N
Drainfield Type
0 Gravity Et'Pressure Trench ❑ Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow: Operating Capacity 360 gpd Length 45 ft
Daily Flow: Design Flow 480 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1200 gal Number 6 v
Receiving Soil Type(1-6) 4 Separation 6 ft
Receiving Soil Appl. Rate 0.6 gpd/ft2 Orifices
Required Primary Area 800 ft2 ✓Total Number of Orifices 72
Designed Primary Area 810 ft2 Diameter 1/8 in
Designed Reserve Area 810 ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
TrenchBed Length 270 ft Schedule/Class 40
Elevation Measurements Length 40 ft
Original Drainfield Area Slope 4 % ,/ Diameter 1.25 in
New Slope,If Altered N/A % v Preferred manifold configuration used? 'Yes 0 No
Depth of Excavation Up-slope a 12 in Transport Pipe
from Original Grade Down-slope 10 in Schedule/Class 40
Designed Vertical Separation 12 in Length 290 ft
1 Gravel-based Drainfield Required? 0 Yes 0 No J Diameter 2 in
Pump Required? M'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff. in Elevation Between Pump&Uppermost Orifice 12.6 ft Dose quantity 80 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice I 'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 29.659 gpm IR(Timer Q'Elapse Meter 46 Event Counter
Calculated Total Pressure Head 22.2307 ft If Timer: P l np 1 \o, l�{�p off 4HRS
Comments V u
DEC 0 9 2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 320103150130 -- --
Permit Number: SWG a J — Cho'404
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations E' Drainfield orientation and layout Reference depth from original grade:
g Soil logs El Trench/bed dimensions and M' Septic tank
Er Property lines critical distances within layout la Drainfield cover
g Existing and proposed wells 12f D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 1 Septic tank/pump chamber and restrictive strata:
I~d Measurements to cuts,banks,and locations a Laterals,trench/bed,top and
surface water and critical areas ' Observation port location bottom
a Location and orientation of a Clean-out location & Curtain drain collector
curtain drain and all absorption ' Manifold placement El Sand augmentation
components a Orifice placement Other cross-section detail:
Location and dimension of Lateral placement with distance 1( Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
Buildings & Audible/visual alarm referenced Ycs No
Direction of slope indicator ' Scale of drawing shown on scale 12f 0 Design staked out
g Waterlines bar 0 0 Recorded Notices attached
12i Roads, easements,driveways, 0 Elevation benchmark and relative 0 0 Waiver(s)attached
parking elevations of system components E 0 Pump curve attached
g North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must b . Ilk installer at time of installation 'Yes 0 No
/, 11/10/25
Illis
. re of Designer Date
The undersigned has reviewed this • on behalf of Mason County Public Health and determined it to be in
compliance with state and local on- regulations:
(1i f q (2c
Environmental Health ecialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. ,�13��
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: \ 1
✓ 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. Revised:4/14/2025
die 41111111.1. 16
•
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 320103150130
DATE SUBMITTED: 11/10/25 LEGAL/LOT#: SWINDLER'S COVE
LOT 3
SUBMITTED BY: ADAM HUNTER
APPLICANT: BRAD HAGSETH
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS= 4
RESIDENTIAL GPD FLOW= 480
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPD/FT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 810 FT2
TRENCH LENGTH OR BED CONFIG.= 6-45FT TRENCHES
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 1'-0•'(UPSLOPE)
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= 1'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH= 3'-0"
IV.PUMP REQUIREMENTS
DOSING VOLUME IN GALLONS= 80
NUMBER OF DOSES PER DAY= 6
11/10/25
•
APPROVED_ �;•,•mac �y,
DEC 0 9 2025
MASON COUNTY ENV1RON.MENTAL HEALTH
AoAM,HUNTER RET
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 1/8
LATERAL#1 =
SQUIRT HEIGHT(FT)= 5.00
(NOTE(2).ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 45.00
ORIFICE SPACING= 4'0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 12
LATERAL DISCHARGE RATE= 4.943
LATERAL#2=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 45.00
ORIFICE SPACING= 4'0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 12
LATERAL DISCHARGE RATE= 4.943
LATERAL#3=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 45.00
ORIFICE SPACING= 4'0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 12
LATERAL DISCHARGE RATE= 4.943
LATERAL#4=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 45.00
ORIFICE SPACING= 4'0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 12
LATERAL DISCHARGE RATE= 4.943
11/10/25
r\-tz APPROVED
DEC 0 9 2025
'' , MASON COUNTY ENVIRONMENTAL HEALTH
~�. 4.!. �� RET
ADAM J.HUNTER '
1..rriiAM1V'S'AWA
.i. At53.
e
PAGE 3
LATERAL#5=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 45.00
ORIFICE SPACING= 4'0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 12
LATERAL DISCHARGE RATE= 4.943
LATERAL#6=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 45.00
ORIFICE SPACING= 4'0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 12
LATERAL DISCHARGE RATE= 4.943
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 290.00 2.00 29.659 4.4241
BC 1.00 2.00 14.829 0.0042
CD 1.00 2.00 9.886 0.0020
DE 40.00 2.00 4.943 0.0222
EF 45.00 1.25 4.943 0.1782
TOTAL= 4.6307
**TOTAL HEAD LOSS **
1)FRICTION LOSS THROUGH SYSTEM= 4.6307
2)ELEVATION DIFFERENCE = 12.6000
3)RESIDUAL = 5.0000
TOTAL= 22.2307
11/10/25
APPROVED
, DEC 0 9 2025
►,, MASON COUNTY ENVIRONMENTAL HEALTH
ADAG J.HUNTER ':' RET
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DEC 0 9 2025
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