HomeMy WebLinkAboutSWG2025-00138 - SWG Application / Design - 4/16/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
J 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: SWG2025-00138
APPLICANT BILL MCTURNAL Phone: 360-866-4594
Address: PO BOX 1768 WESTPORT, WA 98595
OWNER MCTURNAL WILLIAM B &JANET F Phone: 1.360.866.4898
Address: PO BOX 12048 OLYMPIA, WA 98508
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: XXXX E Crestview Dr
Primary Parcel Number: 320227790022
Permit Description: New 3-bedroom pressure system w/mound
Permit Submitted Date: 04/16/2025
Permit Issued Date: 05/21/2025
Issued By: David Anderson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 04/17/2028 (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 Drain field 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 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.
pcu51 ,1,1
OFFICIAL USE ONLY
at .: MASON COUNTY DATE RECEIVED: qO - 16, - 20 N D
S C
AMOUNT RECEIVED: 5 53 RECEIVED Rf: J / )
-f=- Public Health & Human Services It v
onl
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 G
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415 N.6th Street-Shelton,WA 98584 S W G Z0 2 5 O `2✓d' 71 Z
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m m
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MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g
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SITE ADDRESS-STREET,CITY.ZIP CODE ) ••
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NAME OF DESIGNER ' L V ! 1 PHONE '�
ppR 16 2025 .3690 ---is 3 _ tZZco
NAME OF INSTALLER ‘ , PHONE
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—
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PERM TYPE(select one) By wi DRINKING WATER SOURCE -
0
ESIDENTIAL OSS COMMUNITY OSS !COMMERCIAL OSS 6 PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select ono) PUBLIC WATER SYSTEM
i JEW CONSTRUCTION/UPGRADES 6 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR
SUBMITTALS ❑ SURFACING SEWAGE ❑EXISTING FAILURE I❑SHORELINE W � r
.pESIGN FORM(REQUIRED) KSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4/1/20257 6 'Iv
6"WAIVER(S)(IF APPLICABLE) .3 0 YES ❑ NO 0 rr�
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) '�i'
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SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 19)
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ['OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
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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.
INSPEC IGNATURE
C DATE APPLICATION EXPIRATION DATE APP TION APPROVED/ISSUED BY DATE
t/(7/2CY2c �� �l � z s�r� Zo7S�
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 4/3/2025
DESIGN FORM-PAGE ONE Assessor's Parcel Number:-3 -1-4 Zit— -1 1 -- , 0 0 Z
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.
'1 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: 1I"X I 7"
PARCEU'IDENTIFICAT,IO.,N
Permit Number: SWG ZQL 4_Oc I}g Designer's Name: J i.nn 6.}t./s-i•-C.Aft.
Applicant's Name: ((-C.- AA,C.-C✓C4r144_ Designer's Phone Number: 3a.O - 1 S3-l Z1--G
Mailing Address: P.0 r (1*- V1(2'e Designer's Address: lP..3- Zo X. l(o L
was C Pa t'LY k/(\.. R'B s S' City State Zip O Ly CIA _ 4 8 Co -7
t
City State Zip Designer's Email J_ 4,4,SQC A..a-4-"-J C E sc t,I.Le. CJ�-
DESIGhI PAR.AMETERS;:.:
Treatment Device
❑Glendon 0 Sand Filter l Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU 0 Other
Treatment Level(check all that apply): ❑A ❑B ❑C ❑ BL1 ❑BL2 ❑BL3 ❑E El N
Drainfield Type
❑Gravity Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms ' Schedule/Class 40
Daily Flow: Operating Capacity ') 1 J gpd Length - Z' ft
Daily Flow:Design Flow 3 (, tU gpd Diameter -2, in
Septic Tank Capacity(working) L-L() 0 gal Number 2
Receiving Soil Type(1-6) S- Separation 'Z_S- ft
Receiving Soil Appl.Rate 4' gpd/ft2 Orifices
Required Primary Area 900 ft2 Total Number of Orifices (e 2-.
Designed Primary Area 1"0 ft2 Diameter 3 16, in
Designed Reserve Area ot O 0 ft2 Spacing 2'6 in
Trench/Bed Width rj c ft Manifold
Trench/Bed Length '1 2` ft Schedule/Class d p
Elevation Measurements Length Z. • S ft
Original Drainfield Area Slope 1- % Diameter '?i in
New Slope,If Altered t.(, (fa. % Preferred manifold configuration used? Cift_Yes 0 No
Depth of Excavation Up-slope l J in Transport Pipe
from Original Grade Down-slope r-1 IA in Schedule/Class 4 6
Designed Vertical Separation 3(Q in Length .S 6 ft
Gravel-based Drainfield Required? ❑Yes 11-No Diameter Z in
Pump Required? IgUes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day
Diff. in Elevation Between Pump&Uppermost Orifice (' ft Dose quantity Li 0 gal
Drainfield Squirt Height/Selected Residual(head) 142* ft Chamber Capacity(flood) , 0 gal
Uppermost Orifice 6Higher 0 Lower than Pump Shutoff
Pump controls: Please check those required.
Capacity @ Total Pressure Head 3(i,3d3 gpm [Timer A.Elapse Meter lvent Counter
Calculated Total Pressure Head q,14 01. ft If Timer: Pump on "IV,v ,Pump off 9 4.0
Comments
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3'--0 L - -- 1 Z -- I 0 d z. Z
Permit Number: SWG 1 Q1) -o(J13r
4..
DESIGN CHECKLISTS'
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations rig Drainfield orientation and layout Reference depth from original grade:
Soil logs Trench/bed dimensions and Septic tank
Property lines critical distances within layout Drainfield cover
11 Existing and proposed wells 1/1 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 0 Septic tank/pump chamber and restrictive strata:
10 Measurements to cuts,banks,and locations l Laterals,trench/bed,top and
surface water and critical areas d Observation port location bottom
la Location and orientation of 91 Clean-out location Curtain drain collector
curtain drain and all absorption i i Manifold placement Sand augmentation
components
Orifice placement Other cross-section detail:
0 Location and dimension of 'j Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
Buildings 6 Audible/visual alarm referenced Yes No
10 Direction of slope indicator [i Scale of drawing shown on scale 0 I. 5 esign staked out
4 Waterlines bar 0 nr•ecorded Notices attached
11 Roads,easements,driveways, 6 Elevation benchmark and relative 0 !', Waiver(s)attached
parking elevations of system components tgi. ❑Pump curve attached
bNorth arrow and scale drawing 0 QXEvaluation of failure
shown on scale bar Non-rpsidential justification
❑ a Waste strength
❑ ICFlow
DESIGN APPROVAL
The undersigned designer must be notifie y e of installation 0 Yes E<No
5-►1 -2S'
Signs of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and de'te ►io be in
compliance with state and local on-site lations:
5/zi / 70-zs-
414 y 2 '4•1 VE 4,IN
NCC � �Zf1
Envi onmental Health Specialist Daf� NTy 25
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING C 11'''.1 I'1"IOI�j
✓ The design is stamped"Approved"by Mason County Public Health. J // ,?/ HFg1Ty
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: £( ! ` / ` 2 0-2 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
Page 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 32022-77-90022
DATE SUBMITTED: 5/9/2025 LEGAULOT#: BLA 20-30
LOT 2
SUBMITTED BY: JIM HUNTER
APPLICANT: BILL MCTURNAL
ADDRESS: PO BOX 1768
WESTPORT,WA 98595
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
NATIVE SOIL APPLICATION RATE= 0.40 GPD/FT2
DRAINFIELD(MOUND)SIZING
ABSORPTION AREA= 360 FT2
BED CONFIGURATION= 5 FT X 72 FT
II.WATERPROOF SEPTIC TANK(2 COMPARTMENT)
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELD(MOUND)CROSS SECTION
ROCK DEPTH BELOW PIPE= 0'6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= 3'0"
BED WIDTH= 5'0"
IV.PUMP REQUIREMENTS
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6 •
Qy\ (
i
5101)273 'r>�
�� Z 1 1�25 ��� d, ' DAMES R MIrNTER `7'$
M 1ROta:yki +`t1Ep llC"CT.S. T.VS1C.►JCR - �t
MPSONCO,�N-�.l Et�o JP EX P!A�S: 03/22/
JIM HUNTER ASSOCIATES
(360)753-1226
J Ha n dPssociates@hotma il.com
Page 2
V. PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3/16
LATERAL#1 =
SQUIRT HT(FT)= 2.00
LATERAL LENGTH= 72.00
ORIFICE DISCHARGE RATE= 0.5862
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 0'10"
NUMBER OF HOLES= 31
LATERAL DISCHARGE RATE= 18.172
LATERAL#2=
SQUIRT HT(FT)= 2.00
LATERAL LENGTH= 72.00
ORIFICE DISCHARGE RATE= 0.5862
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 0'10"
NUMBER OF HOLES= 31
LATERAL DISCHARGE RATE = 18.172
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 58.00 2.00 36.343 1.2887
BC 1.25 2.00 18.172 0.0077
CD 72.00 2.00 18.172 0.4438
TOTAL= 1.7402
TOTAL HEAD LOSS **
1)FRICTION LOSS THROUGH SYSTEM= 1.7402
2)ELEVATION DIFFERENCE = 6.0000
3)RESIDUAL = 2.0000
TOTAL= 9.7402
AP PROVED
iP`'
MAY 2 1 2(�.,_ _ Ai
MASON COUNTY ENVI Oi�;d:;: I�rAI.TH �, 51u,.73 s�+1
p�A 1AME5 R.N�•NTfR ��
i LICt15Eb r SK,NcR ��
EXPWS 01/22/Z C,
JIM HUNTER ASSOCIATES
(360)753-1226
JHandAssociates@hotmail.com
Page 3
C. DESIGN THE ENTIRE FILL:
1. Fill depth
a. Fill depth
1)Depth at upslope edge of bed(D)= 1 to 2 ft depending on fill
and original soil = 2.00 ft
2) Depth at downslope edge of bed(E)
=Depth at upslope edge of bed+(%slope expressed as decimal X bed width)
=D+(%slope expressed as decimal X A)
= 2.00 ft +( 0.05 X 5.00 ft )
= 2.25 ft
b. Bed depth(F)=0.75 ft(usually for 1 in.laterals) 7^*7"
= 0.75 ft
c. Cap and topsoil MAY 2 1 2025
1) Depth at bed center(H)= 14.00 inchesASON COUNTY ENVit O I IA,L HEALTH
DJA
2) Depth at bed edges(G) = 12.00 inches
2. Fill length
a. Endslope width(K)=Total fill depth at bed center X horizontal
gradient of sideslope
=(((D+E)/2)+F+H)X horizontal gradient of sideslope
=( 2.13 ft + 0.75 ft + 1.17ft ) X 3,00
= 4.04 ft X
= (.1,Sft
b. Fill length(L)=Bed length+(2 X endslope width)
— ( 3 -2s-
4
=B+2K (t,Y
les
= 72.00ft + 13,r ftX2) 3P ( 1; z � +,
��• �`;� .,ram
' 51u0) 73 stl
tom,Dft ytmis I!HUNTER 11.
LICENSED DES1GNc_R +/
EX ! S: O /22/ .(,
JIM HUNTER ASSOCIATES
(360)753-1226
JHandAssociates@hotmail.com
Page 4
3. Fill width
a. Upslope width(J)=Fill depth at upslope edge of bed X horizontal
gradient of sideslope X slope correction factor
=(D+F+G)X Horizontal gradient X Slope correction factor
=( 2.00 ft + 0.75 ft + 1.00ft) X 3.00 X 0.87
= 3.75 ft X 3.00 X 0.87
= 9.79 ft
b. Downslope width(I)=Fill depth at downslope edge of bed X horizontal
gradient of sideslope X slope correction factor
=(E+F+G)X Horizontal gradient X Slope correction factor
=( 2.25 ft + 0.75 ft + 1.00 ft X 3.00 X 1.18ft
= 4.00ft X 3.O0ft X 1.18ft
= 14.16ft
c. Fill width(W)=Upslope width+Bed Width+Downslope width
=J+A+I
= 13.05ft + 5.00ft + 14.16ft
= 32.21 ft MAY 2 1 2025
4. Check the basal area Mdt.S.^`,COUNTY ENVIRONMENTAL HEALTH
CA
a. Basal area required=Daily rate/Infilration rate of original soil
360 gal/day / 0.40 gal/ft2/day
= 900.00 ft2
b. Basal area available-Is it sufficien YES
1) Sloping site=Bed length X(Bed width+Downslope width)
=BX(A+I) \c'` `� ^ ` 3 -•
ZS
= 72.00 ft X( 5.00 ft + 18.88 ft )
= 72.00 ft X 23.88 ft <‘ S w3 11:4,
IA.MES It.fft rn-ER
= 1719.36 ft2 LK:ENSEw o`niro
R
ExPiRts. d,
03/22/2C,
JIM HUNTER ASSOCIATES
(360)753-1226
J H a n d Assoc is to sQ h o t m a i l.co m
Page 5
2) Level site=Fill length X Fill width
=LXW
= N/A X N/A
= N/A ft2
3) Adjusted basal area for sloping site(When Applicable)
=Sloping site=Bed length X(Bed width+Adjusted downslope width)
=B X(A+[(Adjusted))
= N/A X( N/A + N/A )
= N/A X N/A
= N/A ft2
MAY 2 1 1125
MASON COUNIY c
D 1 .,;I ENTAC HEALTH
S— 13 —z--S
6) Z �i to
i��� ,e
"CI�''' SIR 73 �j,111
!AMES R fittnIR 1/
tJEStC,Ncg 'Oa
EXPtP
S 03/22/ZG
JIM HUNTER ASSOCIATES
(360)753-1226
JHandAssociates@holma Il.com
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