HomeMy WebLinkAboutSWG2025-00374 - SWG Application / Design - 9/16/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
L BELFAIR:360-275-4467,EXT 400
f Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00374
APPLICANT Hunter, Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
CONTACT Lansing, Ronald Phone: 360-874-4699
Address: 71 E Dalkeith Rd Shelton, WA 98584
OWNER LANSING BROTHERS CONSTRUCTION Phone:
Address: 71 E DALKEITH RD SHELTON, WA 98584
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: UNKNOWN
Primary Parcel Number: 221137690011
Permit Description: New 3bd pressure trench
Permit Submitted Date: 09/16/2025
Permit Issued Date: 09/26/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 09/24/2028 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
A .•' MASON COUNTY DATE RECENED DC1 Ile , a6 25
VI C
AMOUNT RECEIVED: RECEIVED BY: ,/' Cn
Public Health & Human Services -it 555 ONLINE o, , o N
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street -Shelton,WA 98584 S W G p//���o a 5 - v_�(, 3 ///
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CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION
m C)
APPLICANT PHONE m
RONALD LANSING 3608744699 z
c
MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE g
�� , 71 E DALKEITH RD �� SHELTON WA 98584 m
y �` rUJ XI
SITE ADDRESS-STREET,CITY.ZIP CODE
XX GRAPEVIEW LP RD SHELTON WA 98546 I
0
NAME OF DESIGNER PHONE I N
ADAM HUNTER 3607531226 1
W
NAME OF INSTALLER ^ PHONE v I
�`V co" C I O
O
PERMITC TYPE(select one) C ® DRINKINGIN WATER SOURCE O
6 RESIDENTIAL OSS LJ COMMUNITY OSS ❑Co . 1 -C14 s-S L�] PRIVATE INDIVIDUAL WELL 5-PRIVATE TWO-PARTY WELL Z
1
TYPE OF WORK(select one) C a PUBLIC WATER SYSTEM I t
E.NEW CONSTRUCTION/UPGRADES 6I REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I
SUBMITTALS ElSURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE coC
LN DESIGN FORM(REQUIRED) INl SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? O I I
5WAIVER(S)(IFAPPLICABLE) 3 1.39 ❑ YES ❑✓ NO 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
MASON LAKE RD TO A RIGHT ON GRAPEVIEW LP TO SITE ON THE LEFT JUST PAST I
FOX RUN LN
0
-I
I
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(tor reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITION.1A-\-9 2
b' 310 (.1 -, 6L+ ( S CTe )
,, APP ROVED
0 , ,, ( �-r i��, 3 Li SEP 26 2025
,�, OMASON COUNTY EIRONENTAL HEALTH
�-I T l7 D .'7iSLv4 , - r y ,co- RET
CV‘02'44)
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.
INS ECTOR SIGNATURE DATE APPLICATION XPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
f 0 9I241�- L )Z i q116 tt.f'
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 221137690011 --
• 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: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG ol0a�-(�(�3-p4 Designcr's Name: ADAM HUNTER
Applicant's Name: RONALD LANSING Designer's Phone Number: 3607531226
Mailing Address: 71 E DALKEITH RD Designer's Address: PO BOX 162
SHELTON WA 98584 City State Zip OLYMPIA WA 98507
CLEAR FORM
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM
DESIGN PARAMETERS
Treatment Device
❑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 BL I J BL2 J BL3 >4 IN
Drainfield Type
❑Gravity Pressure I 'Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow: Operating Capacity 270 gpd Length 40 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) BNR600 gal Number 5
Receiving Soil Type(1-6) 4 Separation 6 ft
Receiving Soil Appl. Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 68
Designed Primary Area 600 ft2 Diameter 3/16 in
Designed Reserve Area 600 ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length 20 ft
Original Drainfield Area Slope 1 % Diameter 2 in
New Slope,If Altered 1 % Preferred manifold configuration used? IS/Yes 0 No
Depth of Excavation Up-slope 12 in Transport Pipe
from Original Grade Down-slope 8 in Schedule/Class 40
Designed Vertical Separation /..,\-1 , in Length 75 ft
Gravel-based Drainfield Required? 0 Yes 0 No `/ Diameter 2 in
Pump Required? tifYes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff. in Elevation Between Pump&Uppermost Orifice 6.8 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 38.2 gpm fiti Timer Er Elapse Meter NO Event Counter
Calculated Total Pressure Head 11.5 ft If TAerticgttnvsptp
,Pump off 4 HRS
Comments �J }} JJ KK�� ��//
SEP 2 6 2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET Revised:4/14/2025
piimmiow
DESIGN FORM-PAGE TWO Assessor's Parcel Number: 221137690010 --
Permit Number: SWG � - 00 314I
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations 9' Drainfield orientation and layout Reference depth from original grade:
E21. Soil logs 9 Trench/bed dimensions and l' Septic tank
Ei Property lines critical distances within layout 9' Drainfield cover
62l Existing and proposed wells 9' D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Elf Septic tank/pump chamber and restrictive strata:
9' Measurements to cuts,banks,and locations Laterals,trench bed,top and
surface water and critical areas Elf Observation port location bottom
Cd Location and orientation of 0 Clean-out location 0' Curtain drain collector
curtain drain and all absorption 9 Manifold placement 0 Sand augmentation
components Ell• Orifice placement Other cross-section detail:
Location and dimension of E( Lateral placement with distance Elf Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings Other Information
g Audible/visual alarm referenced Yes No
Direction of slope indicator i ' Scale of drawing shown on scale L� 0 Designstaked out
Ell 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 a ❑ Pump curve attached
9• North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be,ot•sn • installer at time of installation El Yes 0 No
9/16/25
41111r Sig ;ture of P esigner Date
The undersigned has reviewed t is d:sign on behalf of Mason County Public Health and determined it to be in
compliance with state and local • -• to regulations:
Cl 174/1,3—
Enviro nm ental Health Sjecialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. �' N
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: tt
l/ 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
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#:PARCEL#:221 1 3 769001 1
DATE SUBMITTED: 9/16/2025 LEGAL/LOT#:
SUBMITTED BY: ADAM HUNTER
APPLICANT: RONALD LANSING
ADDRESS: 71 E DALKEITH RD
SHELTON,WA 98584
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
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= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 5-40FT 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"
ROCK DEPTH BELOW PIPE= 0'-6"
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= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
9/16/25 APPROVED
' SEP 2 6 2025
':' - MASON COUNTY ENVIRONMENTAL HEALTH
-`r .,. ...,.� RET
.- I '.J`.
'1 51A..7 '*fi•
ADAU J.HUNTER
. 26
•
PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(Fr)= 2.00
(NOTE(2):ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)S02 X
SQ ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#2=
SQUIRT HEIGHT(Fr)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#5=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
410) 9/16/25• ROVED E D
P
i•�ff ..4
SEP 26 2025
ROM
#� MASON COUNTY ENVIRONMENTAL HEALTH
..4 '.J.,, RET
-'.. AUAfAJ HUNTER '•'$�
- '1'k P�i;:'til�S'VAR
C
I.•i..f: ,.,. 26
PAGE 3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 85.00 2.00 38.102 2.0612
BC 1.00 2.00 22.861 0.0094
CD 1.00 2.00 15.241 0.0045
DE 30.00 2.00 7.620 0.0370
EF 40.00 1.25 7.620 0.3528
TOTAL= 2.4649
•'TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 2.465
2)ELEVATION DIFFERENCE = 6.800
3)RESIDUAL = 2.000
TOTAL= 11.265
9/16/25
A. NTe
APPROVED
,...„...A.,..„.:, SEP 2 6 2025
IJ HU fiA MASON COUNTY ENVIRONMENTAL HEALTH
��' ADAIJ J.HUNTER '
*V11701,114S;:UFR'6 RET
.. '4>
26
MYERS ME3
Capacity Liters per minute
CI 30 100 130 200 250
f ( —12
40
4: -••10
30 yjyo
i
su
to 20to--
--4 r
is , —
--2
10 20 30 40 50 60 70
Capacity gallons per minute
I�
APPROVED
9/16/25 SEP 26 2025
•
MASON COUNTY ENVIRONMENTAL HEALTH
RET
ADAfJ J.HUNTER
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26
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