HomeMy WebLinkAboutSWG2024-00037 - SWG Application / Design - 2/5/2024 MASON COUNTY•
415 N 6TH STREET,SHELTON, ,WA 98584
• SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
ry P Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00037
APPLICANT R & S WATSON PROPERTIES LLC Phone:
Address: 2270 SE COLE RD SHELTON, WA 98584
OWNER R & S WATSON PROPERTIES LLC Phone:
Address: 2270 SE COLE RD SHELTON, WA 98584
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 70 E Midway Ln
Primary Parcel Number: 320215303002
Permit Description: Repair SFR -3BR Pressure + Subsurface drip
Permit Submitted Date: 02/05/2024
Permit Issued Date: 02/15/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $805.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 02/06/2029 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
a
MIMI&
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/FT . OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATEHt( 1l: &• S • ',4,4
\ ONSITE SEWAGE SYSTEM APPLICATION AI,,f1 EI` • RF�EI JE
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415 N 6th Street,(Bldg 8) Shelton 1h'A 98584 co
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 C p G 0�v*
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APPLICANT PHONE > D
BOB WATSON 3604901035 m m
MAILING ADDRESS•STREET.CITY STATE ZIP CODE r
2270 SE COLE RD SHELTON WA 98584 c
SITE ADDRESS-STREET,CITY,ZIP CODE co
70 E MIDWAY LN SHELTON WA 98584 ro
NAME OF DESIGNER PHONE I(' N
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ADAM HUNTER 3607531226 VV
NAME OF INSTALLER PHONE Jv
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CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0
C
0 NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL (7) 9)
d REPLACEMENT SYSTEM D INSTALLATION PERMIT ONLY D PRIVATE TWO-PARTY WELL 0
0 TABLE 9 REPAIR 0 SINGLE FAMILY Et COMMUNITY/PUBLIC WATER SYSTEM
0 TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: SeCRECREST I 1
El UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE I;1
D EXISTING FAILURE "Record Drawing required O 1 9 W
for all Installations" 2 O
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex,locked gate) C7 1
SHORECREST TO A RIGHT ON MIDWAY TO SITE ON THE RIGHT. IC
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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 D MAINTENANCE/PUMPING D BUILDING PERMIT OHOME SALE 1COMPLAINT D OTHER:
INSPECTOR SOIL LOGS COMMENTS,CONDITIONS
0 3 3 6_3 6"( . D 10 LJ
rl
0 G' J FEB 06 2024
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SOIL CODES:
V=VERY G e GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
CTORSIGNNATURE
I. E DATE APPLICATION EXPIRATION DATE AP ATION APPROVED BY DATE
/ .1 Lijic,N11\ --)• - t- 7
ii(-/1.
r IS MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT
t ' REVISED 12r7/2015
lrrtirr.
DESIGN FORM—PAGE ONE Assessor's Parcel Numbers a o al_ — g 3 — CG 3 Q Q.42,
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"
J PARCEL IDENTIFICATION
Permit Number: SWG .' ).. -1 — DO 0 3-7 Designer's Name: ADAM HUNTER
Applicant's Name: BOB WATSON 360-753-1226
Designer's Phone Number:
2270 SE COLE RD Designer's Address: PO BOX 162
ner
Mailing Address: g
SHELTON WA 98584 OLYMPIA WA 98507
City State Zip City State Zi
DESIGN PARAMETERS ``
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed 'Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class DRIP
Daily Flow: Operating Capacity 180 gpd Length 100 ft
Daily Flow:Design Flow 240 gpd Diameter 0.5 in
Septic Tank Capacity 1000 gal Number 4
Receiving Soil Type(1-6) 4 Separation 2 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 400
Designed Primary Area 750 ft2 Diameter DRIP in
Designed Reserve Area N/A ft2 Spacing DRIP in
Trench/Bed Width 15 ft Manifold
Trench/Bed Length 50 ft Schedule/Class 40
Elevation Measurements Length 15 ft
Original Drainfield Area Slope 0 % Diameter 1 in
New Slope,If Altered 0 % Preferred manifold configuration used? 9'Yes 0 No
Depth of Excavation Up-slope 7 in Transport Pipe
from Original Grade Down-slope 7 in Schedule/Class 40
Designed Vertical Separation 24 in Length
50 ft
Gravelless Chambers Required? 0 Yes 21 No 0 Optional Diameter 1 in
Pump Required? M'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 20 gal
Orifice 4 ft Chamber Capacity 1000 gal
Uppermost Orifice EiHigher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 8.1 gpm ISiTimer IVElapse Meter 67'Event Counter
Calculated Total Pressure Head 88.2 ft If Timer: Pump on 20 GAL ,Pump off 2 HRS
Comments AP
P R O V E
FEB 15 2024
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM-PAGE TWO Assessor's Parcel Number:3 c2,Qa,i_ - .. -- Q 3.0 D
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations Eic Drainfield orientation and layout Reference depth from original grade:
g Soil logs Hi Trench/bed dimensions and Hi Septic tank
Hi Property lines critical distances within layout a Drainfield cover
/V Box a
Existing and proposed wells D- lve box locations Reference depth from original grade
within 100 ft of property tifSeptic tank/pump chamber and restrictive strata:
6e7 Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
11 Location and orientation of 2' Clean-out location 0 Curtain drain collector
curtain drain and all absorption M Manifold placement 0 Sand augmentation
components ' Orifice placement Other cross-section detail:
• Location and dimension of M Lateral placement with distance M' Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
il Buildings Audible/visual alarm referenced Yes No
Ei Direction of slope indicator & Scale of drawing shown on scale er ❑ Design staked out
' Waterlines bar 0 0 Recorded Notices attached
f Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
O 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer mu •- •• • • by -•: • -rat time of installation 'Yes 0 No
mAl2/27/23
Wp,
lir f Designer Date
The undersigned has reviewe. i• •- t u, :• behalf of Mason County Public Health and determined it to be in
compliance with state and local o - tt. s:
Environ ,-ntal - h Specialist 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: 2=61- ;-‘.7
✓ 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.
PPROVE
An Installation Fee is required. '
This form may be scanned and available for public view on th nU c ,�yiudle�t
MASON COUNTY ENVIRONMENTAL HEALTH
12/7/2015
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4 Orenco Technical Data Sheet
SYSTEMS
Using a Pump Curve
A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic
head or"TDH"),providing a graphical representation of a pump's optimal performance range,Pumps perform best at their nominal flow rate.These
graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line.For the most accurate pump
specification,use Orenco's PumpSelect-software.
Pump Curves
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NTD-PU-PF-5 Orenco Systems®.800-348-9843•+1 4Y -d'419•www.w.orenco.com
Rev.3®01/21 J B W
Page 4 of 5
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