HomeMy WebLinkAboutSWG2025-00405 - SWG Application / Design - 10/23/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
J L 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: SWG2025-00405 CUV t4
APPLICANT FARNSWORTH CHRISTOPHER & Phone: 801-867-4695
JULIANA
Address: 2047 ARAB DR SE TUMWATER, WA 98501
OWNER FARNSWORTH CHRISTOPHER & Phone: 801 867 4695
JULIANA
Address: 2047 ARAB DR SE TUMWATER, WA 98501
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: UNKNOWN
Primary Parcel Number: 220192290012
Permit Description: New 4bd ATU to pressure trench
Permit Submitted Date: 10/03/2025
Permit Issued Date: 10/23/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 10/08/2028 (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 Drain field 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.
OFFICIAL/03
USE ONLY
1 • MASON COUNTY DATE RECEIVED: I0 / /� t� 5C` cn
AMOUNT RECEIVE RECEIVED BY: v( w (A
Public Health & Human Services 5•5 c:49 OM c -Q m
< cn
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 �" //',�(\ /'�/^� C7 0
415 N.6th Street-Shelton,WA 98584 S W G p2 j 3_5 V(+�v,f 0 ,x
Z U)
CLEAR FORM ON-SITE SEW' E SYSTEM APPLICATION > D
m n
APPLICANT PHONE m
CHRIS FARNSWORTH 4 �� 801 867-4695 z
MAILING ADDRESS-STREET.CITY,STATE.ZIP CODE
2047 ARAB DR SE l[n/-)� ti //TUMWATER WA 98501 m
SITE ADDRESS-STREET.CITY.ZIP CODE O
�� ��� E.L OLD FARM RD l/� (,` SHELTON WA 98584 I o
�1n� NAME OF DESIGNER v O PHONE I 9.
JIM HUNTER 360 753-1226 co
j� 1
`' NAME OF INSTALLER PHONE a I IV
�, .:Re Cfl
DRINKING WATER SOURCE U) I O
PERMITC TYPE(select one) 0 c)
IJ RESIDENTIAL OSS COMMUNITY OSS IF COMMERCIAL OSS PRIVATE INDIVIDUAL WELL l- PRIVATE TWO-PARTY WELL Z I fV
TYPE OF WORK(select one) 1 1 PUBLIC WATER SYSTEM 1
P.NEW CONSTRUCTION/UPGRADES ],REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE co�—
DESIGN FORM(REQUIRED) FA—SEPTIC DESIGN(REQUIRED) BEDROOMS L IZE a WAS LOT CREATED AFTER4/1/2025? 0
2 ‘61
EWAIVER(S)(IF APPLICABLE) 4 �S 5.1 ❑ YES ❑�/ NO 0 1
X
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate)
HWY 3, SOUTH ON AGATE, EAST AT STOP SIGN, SOUTH ON E OLD FARM RD TO
FIRST DRIVEWAY ON RIGHT. a
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ❑COMPLAINT El OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS'7
. 0 :7,6 Lips, 2z+ mrt-
6(4-
-Pdh-
ruv
riA-17 :- 10 - 1, -S Z -i-rogr
c .4t - n i-x.
11'3- (0 -- i k,o, i-2„)- fq,1,1- bito+- tit k 11651t€
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP ATION APPROVED/ISSUED BY DATE
lUl (t/ q66 )--i...B (t 1�
THIS FORM SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
. RE�SED
DESIGN FORM—PAGE ONE . s Parcel Number: 22019-22-9001 2- --
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist.
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.Maximum paper size: I"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 904215- O0({0 5 Designer's Name: JIM HUNTER
Applicant's Name: CHRIS FARNSWORTH Designer's Phone Number: 3607531226
Mailing Address:
2047 ARAB DR SE Designer's Address: PO BOX 162
TUMWATER WA 98501 City State Zip OLYMPIA WA 98507
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM
DESIGN PARAMETERS.
Treatment Device UI"400
❑Glendon 0 Sand Filter 0 Mound ,0'Sand L' ed Drainfield 0 Recirc ating Filter L ATU 1..V./.. Ar"C, 'A- 0 Other
Treatment Level(check all that apply): )B J C J BL1 BL2 I BL3 I E J N
Drainfield Type
❑Gravity I 'Pressure 'Trench 0 Bed -0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class SCH40
Daily Flow:Operating Capacity 3(sO gpd Length 54 ft
Daily Flow:Design Flow 4 6 0 gpd Diameter 1 1/4 in
Septic Tank Capacity(working) 1200 gal V Number 5 v
Receiving Soil Type(1-6) .4- Separation ( ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area boo ft2 Total Number of Orifices 135
Designed Primary Area 8 ( 0 ft2 Diameter $6 /$b - in t/
Designed Reserve Area ( 0 ft2 ✓ Spacing 24 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 270 ft Schedule/Class SCH40
Elevation Measurements Length 2 4 ft
Original Drainfield Area Slope Q % Diameter 2 in
New Slope,If Altered 0 % Preferred manifold configuration used? I 'Yes 0 No
Depth of Excavation Up-slope cj " in Transport Pipe
from Original Grade Down-sl• Ck in Schedule/Class SCH40
,� Z`.
Designed Vertical Separation,' I -r ' in Length 165 ft
Gravel-based Drainfield Required? 0 Yes Er No Diameter 2 in
Pump Required? E 'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 80 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice L 'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. --JJ
Capacity @ Total Pressure Head Lj'j• 'tet U gpm l 'Timer �Elaps',�' t9c !-p r Vint E-}tter
Calculated Total Pressure Head . '�itt P RI�' lVr 'u r�i on N/A 1, - '►iplef' f I N�/
Comments P 1 �� OCT 0 3 2025 I'•
OCT 2 3 2025
MASON COUNTY ENVIRONMENTAL HEALTH I
B. i
Wised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 22019-22-90012- --
Permit Number: SWG g C,;'S —0 O(f t5
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
12i Test hole locations 6' Drainfield orientation and layout Reference depth from original grade:
g Soil logs M' Trench/bed dimensions and 5 Septic tank
g Property lines critical distances within layout 9' Drainfield cover
g Existing and proposed wells Er D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 0 Septic tank/pump chamber and restrictive strata:
O Measurements to cuts,banks,and locations ®' Laterals,trench/bed,top and
surface water and critical areas 9' Observation port location bottom
O Location and orientation of 9' Clean-out location 9' Curtain drain collector
curtain drain and all absorption 121 Manifold placement l' Sand augmentation
components 5 Orifice placement Other cross-section detail:
• Location and dimension of 0 Lateral placement with distance ES Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
0 Buildings 0 Audible/visual alarm referenced Yes No
Direction of slope indicator Ea Scale of drawing shown on scale Er 0 Design staked out
1 Waterlines bar 0 0 Recorded Notices attached
9' Roads,easements,driveways, 0 Elevation benchmark and relative 0 0 Waiver(s)attached
parking elevations of system components l' 0 Pump curve attached
1 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 be noti . b, •••' 1- e of installation 0 Yes Er No
Signa ,re of Designer Date
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 regulations:
kiN
Environmental Health Spe ialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: t°I C�t/ -'t
✓ 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
A
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 22019-22-90012
DATE SUBMITTED:10/3/2025 LEGAL/LOT#. LOT 2
BLA 2204
SUBMITTED BY: JIM HUNTER
APPLICANT: CHRIS FARNSWORTH
ADDRESS: 2047 ARAB DR SE
TUMWAATER,WA 98501
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.= 270 FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH= 3'-0"
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 80
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 1/8
APPROVED
°C T 23 2025
MASON COUNTY ENVIRONMENTAL HEALTH ` 3 2"S
RET C i_E II V:v.7 � L�,� ix
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0 OCT F.--1-: 9
C 3 Z025 51(z)=73 .`>F
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PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT)= 5.00
(NOTE(2) ORIFICE DISCHARGE RATE=(1 179)X(ORIFICE DIAMETER)SQ2 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 54.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 27
LATERAL DISCHARGE RATE= 11.122
LATERAL#2=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 54.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 27
LATERAL DISCHARGE RATE= 11.122
LATERAL#3=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 54.00
111 ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 27
LATERAL DISCHARGE RATE= 11.122
LATERAL#4=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 54.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 27
LATERAL DISCHARGE RATE= 11.122
LATERAL#5=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 54.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 27
LATERAL DISCHARGE RATE= 11.122
APPROVED
O C T 23 2025 ''
MASON COUNTY ENVIRONMENTAL HEALTH ��<' 51` ?" F �
r O 4a+.1tS R.HA ArrFR 1 .X
RET Y? i_ICFICISFr)CifSIC'rl'i`n
EXPRIIIS: 0 3/2.21-L ce
PAGE 3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 165.00 2.00 55.610 8.0531
BC 1.00 2.00 33.366 0.0190
CD 5.00 2.00 22.244 0.0448
DE 35.00 2.00 11.122 0.0870
EF 54.00 1.25 11.122 0.9585
TOTAL= 9.1624
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 9.162
2)ELEVATION DIFFERENCE = 6.000
3)RESIDUAL = 5.000
TOTAL= 20.162
g gWbf
'' C - 3 -2
r f,, S
APPROVED ,I.
$< ��
OCT 2 3 2025 ...� 511X;273• s�
0O IAMB R.HUNTER
MASON COUNTY ENVIRONMENTAL HEALTH c�� ::`x isE°oEICW>:R
RET EXP t : 03/22/
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