HomeMy WebLinkAboutSWG2025-00228 - SWG Application / Design - 6/16/2025 rn, -: 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: SWG2025-00228 (OOKN
APPLICANT KIRKPATRICK JAMIE &JENIFER Phone:
MARIE
Address: 4706 101ST LN SW OLYMPIA, WA 98512
OWNER KIRKPATRICK JAMIE &JENIFER Phone:
MARIE
Address: 4706 101ST LN SW OLYMPIA, WA 98512
SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365
Address: PO BOX 1519 SHELTON, WA 98584
Site Address: 311 W NAHWATZEL BEACH DR
Primary Parcel Number: 520045000027
Permit Description: Replacement/Upgrade 2bd Glendon
Permit Submitted Date: 06/16/2025
Permit Issued Date: 07/07/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/02/2028 (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.
7 This septic permit is considered new construction and has a 3-year expiration date. The
existing cabin and old septic system must not be used in the interim.
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
• MASON COUNTY DATE RECEIVED: CYO — NO _ 2 z C >
AMOUNT RECEIVEQ(I ��� RECEIVED BY: C/��
Public Health & Human Services cy(N1� v_ m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C cn
415 N.6th Street- Shelton,WA 98584 S W G zo boz O xi
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ON-SITE SEWAGE SYSTEM APPLICATION >
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73
APPLICAN r PHONE m ITi
KIRKPATRICK, JAMIE 360-239-2176 z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g
4706 101ST LN SW Olympia Wa 98512 co
SITE DS
311
W NAHWATZEL BEACH DR Shelton n r`--�' 11� lu--•
NAME OF DESIGNER PHONE �t\�� ' 1 Ni
Micah Halverson 360-490-6365 .0 .i U
4
NAME OF INSTALLER PHONE
Glendon Installer
PERMIT TYPE(select one) DRINKING WATER SOURCE BY I 4
fVf RESIDENTIAL OSS I_l COMMUNITY OSS n COMMERCIAL OSS NI PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z
❑ PUBLIC WATER SYSTEM
TYPE OF WORK(select one) r
WI NEW CONSTRUCTION/UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETAILS(se/ecl all that apply) ❑ TABLE X REPAIR I (7
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE Fill SHORELINE
71 DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r I 0
� r
7 WAIVER(S)(IF APPLICABLE) 2 .32Ac 0 YES le NO 0
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex locked gate)
From Shelton travel West on W Shelton Matlock Rd to lake Nahwatzel, turn right onto W I C)
Nahwatzel beach rd, property is on west side of rd. Test holes are marked with pink ribbon.
S I C)
-1
NIA
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)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT El HOME SALE ❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
11)-11— ; O� I la \I 4451- (.•3S cue 0
2 0 Grpi- (Lioz6- I)
-vt-q- O \--) .ems L iso . c/IA:vti
.2.- \ i4 .1 \1 -\- - e i`O'f k- f
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 APPLIC çPROVEDIISSUED BY DATE
I1fgf
1Iif < 1 'Z (2—D h
_
THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 52004-50-00027- --
A design will be reviewed when 3 conies 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 TOTS''t/VW) Designer's Name: Micah Halverson
Applicant's Name: KIRKPATRICK,JAMIE Designer's Phone Number: 360-490-6365
Mailing Address: 4706 101ST LN SW Designer's Address: PO Box 1519
Olympia Wa 98512 City State Zip Shelton Wa 98584
City State Zip Designer's Email halversondesignlIc@outlooks
DESIGN PARAMETERS
Treatment Device
O Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU L1 Other
Treatment Level(check all that apply): El A 0 B ❑C 0 BL 1 ❑BL2 ❑ BL3 I-1 E ❑N
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class Glendon
Daily Flow: Operating Capacity 180 gpd Length ft
Daily Flow: Design Flow 240 gpd Diameter in
Septic Tank Capacity(working) 1200 gal Number
Receiving Soil Type(1-6) 4 Separation ft
Receiving Soil Appl. Rate .6 gpd/ft2 Orifices
Required Primary Area 400 ft2 Total Number of Orifices
Designed Primary Area 400 ft2 Diameter " in
Designed Reserve Area 402 ft2 Spacing in
Trench/Bed Width 34 ft Manifold
Trench/Bed Length 31.5 ft Schedule/Class 40
Elevation Measurements Length Glendon ft
Original Drainfield Area Slope 5-9 % Diameter 1 in
New Slope, If Altered same % Preferred manifold configuration used? 0 Yes Lid No
Depth of Excavation Up-slope N/A in Transport Pipe
from Original Grade Down-slope N/A in Schedule/Class 40
Designed Vertical Separation 18+ in Length 150 ft
Gravel-based Drainfield Required? 0 Yes 0 No Diameter 1 in
Pump Required? gYes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day Per Glendon
Diff. in Elevation Between Pump&Uppermost Orifice 22 ft Dose quantity gal
Drainfield Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 10 gpm g Timer g Elapse Meter V Event Counter
Calculated Total Pressure Head 27.4 ft If Timer: Pump on llecrrp R Dendon
Comments �►
JUL 0 7 2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 52004-50-00027-- --
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations la Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and Lg Septic tank
g Property lines critical distances within layout Er Drainfield cover
!� Existing and proposed wells g D-BoxNalve box locations Reference depth from original grade
within 100 ft of property Lot Septic tank/pump chamber and restrictive strata:
H Measurements to cuts,banks,and locations ®' Laterals,trench/bed,top and
surface water and critical areas 0 Observation port location bottom
fa Location and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
O Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings g Other Information
0 Audible/visual alarm referenced Yes No
0 Direction of slope indicator NT Scale of drawing shown on scale ❑ Er Design staked out
10 Waterlines bar 0 0 Recorded Notices attached
O Roads, easements,driveways, p Elevation benchmark and relative 0 l01 Waiver(s)attached
parking elevations of system components 10 0 Pump curve attached
O North arrow and scale drawing 0 El Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be tified by installer at time of installation 0 Yes 0 No
C/>6/Zazs
Signature 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:
Environmental Health S ecialist 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: fr-L/7,8
✓ 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
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