HomeMy WebLinkAboutSWG2023-00111 - SWG Application / Design - 3/27/2023 rt MASON COUNTY 415 N 6TH STREET SHELT967 , E 98400
SHELTON:360 427-9670, EXT 400
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BELFAIR: , SHE TON, ,EXT 584
400
Public Health & Human Services ELMA:360-482-5269, EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00111
APPLICANT MCKEE GRANT HAMILTON & STACEY Phone:
Address: 81 E SNOWCAP DR BELFAIR, WA 98528
OWNER MCKEE GRANT HAMILTON & STACEY Phone:
Address: 81 E SNOWCAP DR BELFAIR, WA 98528
SEPTIC DESIGNER TOM WEAVER-Allied Design Inc Phone: 360-620-7054
Address: 3912 STEEHEAD DRIVE NW BREMERTON, WA 98312
Site Address: 81 E SNOWCAP DR
Primary Parcel Number: 222215300050
Permit Description: 3-bedroom gravity system REPAIR
Permit Submitted Date: 03/27/2023
Permit Issued Date: 03/30/2023
Issued By: David Anderson
Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system).
4 Permit Expiration Date: 03/30/2026 (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 Drainfield 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/environmentallonsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
111(1(
MASON COUNTY PUBLIC HEALTH DATE RECEIVED OFFICIAL USE O•
NLY
ONSITE SEWAGE SYSTEM APPLICATION AMO ]R E . RECENE' W Cn
415 N 6th Street,(Bldg 8) Shelton WA,98584 ` f < Cl)
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S`A G a - /)e)l ( I c_ O
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APPLICANT PHONE > >
Grant McKee (843) 619-9478 mckeegh@gmail.com m rn
MAILING ADDRESS-STREET,CITY STATE,ZIP CODE —I r-
81 E. Snowcap Dr; Belfair, WA 98528 * z
SITE ADDRESS-STREET CITY ZIP CODE S 0
81 E. Snowcap Dr.; Belfair 98528 m z
NAME OF DESIGNER PHONE (i I lV
Thomas Weaver 360-620-7054
NAME OF INSTALLER PHONE I IV
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0 I IV
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W
❑ NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL ELL 7 N
XREPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL 0
❑ TABLE 9 REPAIR 0 SINGLE FAMILY In COMMUNITY/PUBLIC WATER SYSTEM Z
❑ TANK(S)ONLY 0 COMMERCIAL Upgrade existing SYSTEM NAME:
❑ UPGRADE TO EXISTING R OTHER:Repair with expansion BEDROOMS LOT SIZE I (71
❑ EXISTING FAILURE "Record Drawing required 3 75' X 125' C
for all Installations" api CA)
TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) 0 I
Take Hwy 106 toward Union Io
Turn left onto E Creekside Dr
Immediately turn uphill onto E.Twanoh Falls Dr I 0
Continue until you come to a stop sign -which is Snowcap Dr
Turn left onto Snowcap Dr p I o
House is on the left —I
I (3'
o,
0 0
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(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT (3 HOME SALE ❑COMP LAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
PI i, Q`1 2`\ FSL
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TZ'. 0- FS�M IlliEMEEOTIE �
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703: wrv.........._
By
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
47) 1/30/l0236Q, Z O Z6
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number:2 2 2 2 1 -- ,_a -- Q Q 5 Q
A design will be reviewed when 3 copies of each of the following are submitted:
'1 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 ma be scanned and available for public view on the Mason Coun Web site.Maximum a er size: II"X 17"
Permit Number: SWG Designer's Name: Tom Weaver
Applicant's Name: Grant Mckee Designer's Phone Number: 360-620-7054
Mailing Address: 81 E. Snowcap Dr Designer's Address: 3912 Steelhead Dr NW
Belfair WA 98528 Bremerton WA 98312
Ci State Zi Ci State Zi
Bottomless Treatment Device
❑ Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield ❑ Recirculating Filter,Type:
❑ Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
R Gravity 0 Pressure 0 Trench ® Bed 0 Sub Surface Drip
Septic TanWDrainfield Specifications Laterals
Number of Bedrooms 3 (Old system 2) Schedule/Class 2729
Daily Flow:Operating Capacity 360 gpd Length 45' or 50' ft l/
Daily Flow: Design Flow 360 gpd' Diameter 4 in
Septic Tank Capacity 1,200 gal I Number Two per bed `'
Receiving Soil Type(1-6) 4 -" Separation 2' Between Beds ft
Receiving Soil Appl.Rate .6 gpd/ft2� Orifices
Required Square Footage 600 ft2 / Total Number of Orifices
Designed Square Footage 600 ft2 ' Diameter in
Percent Reduction Taken 0 % Spacing in
Trench/Bed Width 6' & 6'8" ft \, Manifold
Trench/Bed Length 50' & 45' ft V Schedule/Class
Elevation Measurements Length ft
Original Drainfield Area Slope 10 % Diameter in
New Slope,If Altered NA % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation up-slope 24" in Transport Pipe
from Original Grade Down-slope 16" in Schedule/Class 3034
Designed Vertical Separation 36 in Length 25 ft
Gravelless Chambers Required? 0 Yes g No 0 Optional Diameter 4" in
Pump Required? 0 Yes Xl No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day NA
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity gal
Orifice ft Chamber Capacity gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump co t �c d.
Capacity @ Total Pressure Head gpm `!p �Rer 0 Event Counter
Calculated Total Pressure Head ft If Timer: Pump onM�R 3 O�023 ,Pump off
Comments
MASON COUNTY ENVIRONMENTAL HEALTH'
DJA
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2__2 2__1 -- _s_3 -- Q Q Q_5
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
51 Test hole locations Drainfield orientation and layout Reference depth from original grade:
51 Soil logs IX Trench/bed dimensions and tra Septic tank
51 Property lines critical distances within layout 0 Drainfield cover
Existing and proposed wells g] D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Dit Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks, and X:I Laterals,trench bed,top and
surface water and critical areas lit Observation port location bottom
❑ Location and orientation of tl Clean-out location 0 Curtain drain collector
curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
51 Location and dimension of 0 Lateral placement with distance g1 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
IX Buildings RI Audible/visual alarm referenced Yes No Top&bottom legs staked
Direction of slope indicator
MI Scale of drawing shown on scale 0 41 Design staked out
IX Waterlines bar 0 rt Recorded Notices attached
Di[ Roads,easements,driveways, 0 gi Waiver(s)attached
parking DI 0 Pump curve attached
1,4t North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ 0 Flow
DESIGN APPROVAL
The undersigned designer must be notified b installer at tim of installation 0 Yes No
March 23, 2023
Signature of Designer Date pPRO
The undersigned has reviewed this design on behalf of Mason County Public Health and detAlued it to be V E D
compliance with state and local on-s. e ulations: MAR 3 O 2013
3/50/Z01
En ronmental Health Specialist Date MASON COUNTY ENVIRONMENTAL HEALTH
DJA
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:
✓ 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.
Revision Date: 1/12/2010
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P� 1` �'`�'T Cx l,INS i°/� SL#1 0-42" Loam
� ',' e E 3 L' 12/2 o u r1/7 s 42-60" Fine Sand
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SL#2 0-30" Loam
30-42" old stump
42-60" Loam
SL#3 0-24" Loam
L Soil goes deeper - Only to establish reserv(
75'
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LLj CV N Fire pit
CO r CV
1 8'
D-Box :. t
Old DF Area
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Two gravity beds �'
One bed 6' X 50'
Second bed 6'8" X 45' Deck & Patio
125'
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126.12'
Existing Two
Bedroom Home
Keep beds >8' from
small block wall
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AP ' ROVF';
Reserve would require 1 M.R 3 0 �,3
Oscar or similar repair • 100% Re.erve MASQ`�`. ', yi
15' X4'
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Water Meter j—/2.' 85
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Power and Phone are overhead i �� 51 00333 .
�THOMtiS E.WEAVER'.
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W E l/J %4/V i< g e Q U C -13 , ExaiaES orris �2�
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SECURED LID WITH GAS TIGHT SEAL
i 24 DIAMETER
ACCESS RISER
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--- FINISH GRADE
.1 TO PUMP
/ CHAMBER
FROM SEWAGE 1 Ott D' 'iv P%c L D
SOURCE tj FLOATING MAT
_ J - APPROVED
EFFLUENT
N, i
FILTER
SEDIMENTS
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SEPTIC TANK
{TYPICALI APPROVED
MAR 3 0 2023
MASON COUNTY ENVIRONMENTAL HEALTF"
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Drawing modified from WSDH RS&G's
D-Box Details
Speed levelers inside D-box
Use in each leg going to a trench
Inlet pipe comes through 2" higher hole
` - No speed levelers in inlet pipe
ir _______
Typical Plastic D-Box for three legs
trr '151IN
is - APPROVED
1 ;1 MAR 3 0 2023
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MASON COUNTY ENVIRONMENTAL HEALT!'
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�. - - .. - T •ical Concrete D-Box bei • Installed
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Typical Observation Ports
��Screw or slip cap
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I �, 4"pipe
r-_..-- A"coupling above and below chamber
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. -i• -. ,...----- - Gravel less chamber
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Screw Type Cap
�� of Slip Cal)
Scrcls '1'yi�c C,al�
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K 4" PVC Pipe
4-4" PVC I'ij)c (Length Varies)
(Length Varie )
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_ ; '.. I ► ��' Blois (4) �.� 90' Apnri
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- 'i'oilct Rink
•` • •r�' �`-A1._�''�r ;ci, ,Y,'� \ 4" PVC Tee
APPROVED
MAR 3 0 2023
MASON COUNTY ENVIRONMENTAL HEaLTN
QJA